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1545 Main St ROW21-0052 T-Mobile Update Cell TowerOWNER:ADDRESS:CITY:STATE:ZIP: PAR PRO LTD PO BOX 330177 ATLANTIC BEACH FL 32233-0177 COMPANY:ADDRESS:CITY:STATE:ZIP: Ericsson Inc 6300 Legacy Drive Plano TX 75024 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172325 0010 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1545 MAIN ST RIGHT OF WAY SINGLE OR TWO FAMILY RIGHT OF WAY T MOBILE UPGRADE EQUIPMENT ON CELL TOWER $20000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 2 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 7/22/2021 PERMIT NUMBER ROW21-0052 ISSUED: 7/22/2021 EXPIRES: 10/20/2021 RIGHT OF WAY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT TOTAL: 3 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 4 PUBLIC WORKS AS-BUILT INFORMATIONAL Notes: Contractor must submit As-Built plans to City within 30 days after completion of project. 2 of 2Issued Date: 7/22/2021 PERMIT NUMBER ROW21-0052 ISSUED: 7/22/2021 EXPIRES: 10/20/2021 RIGHT OF WAY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ROW21-0052 812565/9JK0SS48 Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: 1545 MAIN ST Atlantic Beach FL 32233 legal Description 17-2S-29E 5.71 PT GOVT LOT 4 RECD 0/R 11544-628 BEING PARCEL 3 Permit Number: ___________ _ RE# 11232s.oooo Valuation of Work (Replacement Cost) $_2_0._00_0 _____ Heated/Cooled SF _____ Non-Heated/Cooled, _____ _ • Class of Work (Circle one): New Addition~ Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): ~ Residential • If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No @ • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: T Mobile Excalibur is proposing to upgrade equipment on existing cell tower. Florida Product Approval # ____________________ for multiple products use product approval form Property Owner Information Name: Crown Castle USA, Inc. as agent for T-Mobile City Tampa E-Mail NFLperrnits@crowncaslle.com Address: 4511 N. Himes Ave., Ste. 210 state _,_, __ Zip 33614 Phone _s_., __ ,_,_s-_•o_,_• _________ _ Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ____________________ _ Contractor Information Name of Company: _E_rios_,_o_,,_,,_,. _____________ Qualifying Agent; ..:•c:••c.'•=--"c.H.;:;"9,;.hc.N:cio ___ ho'-'1,'------------- Address 6300 Legacy Drive City Plano State _r_x __ Zlp 75024 Office Phone 352-446-1241 Job Site/Contact Number _,s_,_-44_,_-1_2_•1 ____________ _ State Certification/Registration# CGC1518237 E-Mail steve.nichols@ericsson.com Architect Name & Phone# ____________________________________ _ Engineer's Name & Phone# ___________________________________ _ Workers Compensation ____________________________________ _ Exempt/ Insurer/ Lease Employees/ Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO OBTAIN FINANCING, CONSULT WITH YOUR LEND RECORDING YOUR NOTICE OF COMMENCEMENT. 0 YOUR PROPERTY. IF YOU INTEND RAN ATTORNEY BEFORE Signature of Owner or Agent including Contractor) Signed and sworn to (or affirmed) before me this J.z! day of ~Jj . 'w:21 .b</2~ { ~~lly Known OR [ ] Produced Identification Type of Identification: {Signature of No ary) - t:J MICHELLE MARIE RODRIGUEZ "f" ~\ Notary Public· State of Florida u'-f' CommllSlon # HH 62053 '•,,,,,,,,,,.ff,!1 My Comm, Expires Nov 15, 2024 ~ sn. (Signature of Contractor) Signed sworn to (or affirmed) before me this 12th day of July 2021 by .:.••.:.•':.:•;;." :.:N'='":.:o.:.''~~· ea· _____ _ <:;-r;:J· ' ,:~:~A,''f, MY COMMISSION# GG 179497 ~~.~.;J EXPIRES: January 25, 2022 [ ,, .. ·,~; .. ._/' KAREN GIDBONS ~ II ~·-.:~'i;•·~··~·,,~~:.:,_~::;:d~od~Th~ru;;;No;ta;;!~~p;a"baali,-;aaUaalldaaei-N',.".,"~'I ] Personally Known OR l!,i; '•,,:~;.:.~,,• on <;J Produced Identification ype of Identification:.:.';:.:'□:.:''--------------- ROW21-0052 ...,_,, ....... , ....... ...,., ., ........................... .... _August 11, 2009 Mrs. Delia Rodrigue,: Par-Pro, LTD 15,15 Mai11 Street Atlantic Beach, FL 32233-1938 • :RE: Businffll Unit# 8l2S65 Sit•: Name: Mayport .Dear Mrs. Rodriguez: • This Letter oflntent ("LOI'') sets forth the terms of the agreement that is to be memoriali:i;ed between Crown Castle South LLC ("Le•~••") w:,d Par-Pro, LTD (Lessor). Lessor and 1-essee intend to modify, among other things. the len1;th of the term of the ltaso agreement as may be amended ("Lease~) for property IC1Catod at 1.545 MDio St., Atl:1ntlc Beach, Duval County, Florida. For and in consideration of One Hundred Dollars ($100.00) paid by Lessee to Lessor. the parties agree"" follows: 1. Lessor and Lessee will enter into an amendment lo the (.;case ("Lease Amendment") wherein the term of the Lea•• will be modified and the rent due under the Lease will be increased. The Lease cu":'JltlY provides thal there is one ( 1) current remaining .fi.ve (5) year tenn with a ourr¢nt lcue expiratiQn o{febr11ary 2,,•lOl6. That Lease section will be amended to provide that the remaining tenn of the Lease will be two (2) additional renewable tm~, of, years each added on to the current final lease expiration date offcbruary 28.2016. The new .final tease expiration date wttl be February 28, 2026. In addition to a,e modification described above, the Leu• Amendment will further modify the Lease to provide that: a. Lessor will receive a$ 250.00 monthly rent increase on Se11tember l, 2009. b. Lessor'• Rent wtli be reconciled by Le,,see and adjusted aod reimbursed If needed. c. Leuor will receive the regularly scheduled five year monthly term ren.1 increase of 15% on March l, 2011, March t, 2016 and March l, 2021. 2. l,essor shall cooperate in all way~, iDcluding but not limited to providing Information, signing documents and seeking execution by third parties of documen~ that will remove, subordinate or satisfy any mo1tgag1!$, deeds of trusts, liens or other encumbrances affecting the Property. 3. Upon receipt of this LOI evidencing Lessor's acceptance of the tenns herein, Lessee shall submit this LOI' to ii$ propeey committee. ff the LOl is approved by tbe propeny committee, le1Seo shall prepare the draft Lease Amendment and transmit it to Lessor, which agree., to review and respond to the same without any unreasonable delay. 4. Regardless of whether the transaction contemplated by this LOI is consummated. Lessor and lessee each will pay Its own out-of-pocket e•pensC<1. 5. Notwithstanding anything to the contrary contained herein, .le.lsec shalt have the right to terminate this LOl and/or decline to enter into the Lease Amendment for any or no reason at any time prior to ·Full ox.ocution ofth~ Lea!< Amendment, without damages to Ussor. my. ~iAl!JA.0a,e.J;'2.3!/D0oerype='J)'-- J:AA.1: 'l/J 6/,,,5' Lease/Lie ,5.3((()/ ., ...... "" ...... ,._,_,....,..,. I r'I'-"'-,._,,_,, V-.1 • • 6. Lc$sor represents and warrants that Lessor Is duly authorized and has the full power, right and authority to enter into this LOI and to perfonn all of its obligations under this LOI and to execute and deliver all do,;uments, including but not limited to the Leese Amendmen\ contemplated by this LO).. From the date of this LOI thr,>ugh the dat< that Lessor executes the !,ease Amendment, lessor shall use Its best dTort, to ensure that the forzgoing representations and warranties shall remain true 1111d correct and Lessor shall pro1u.ptly notify Lessee if any repre5entatlon or warranty ls or possibly may not be true or correct. Lessor's represcntlltlons, warrantiei a~d covenants shall survive following the full execution orthc Lea.,'IC Amendment. · Jf t:his LOI accurately sets forth our understanding regarding the foregoing, plelllle so indicate by signing and rett1.mmg to the undersigned the enclosed copy of this letter. Th11nks and please sign and fa11; thi~ t>ack to my attention at 713-570-3110. Mi,;hael Cianciola Crc,wn Castle Corporate Real &tatc 71 :!-570-3060 Lessor: Pm·-Pro .. LTD! Title: -------------- Do ta: 9fa~/2uo'l -.o,,,-:.._;_,---'-,,1-------- Lesiee: Crown Castle Sou~1 LLC By:--~ ... ·""=---------- JBlenDuran Nf1mt: -----ll-=m-i!rr,mmritmnll~MffiP..-LandAcqaisitiun~e1 Title: Crown ca~tle USfa -------=cc..c.==~--- .C •ate: ---'--'q,CL:!z~~'-4-J-=c>_,__7 __ /AX\1366381_2 -2- • • CINGULAR WIRELESS LEGAL REVIEW FACT SHEET (Complete a Separate Fact Sheet for each Landlord and/or Legal Document) I BASIC INFORMATION Date Created: 1/19/10 Site Name: Mayport Region I Market: STA Site Number: 812565 -Crown Castle Consulting Entity submitting this Fact Sheet: Crown Castle South 100204 70 -Cingular Consulting Entity Reviewer Name: Theresa Little Contact Number: 713-570-3052 E-Mail: theresa.little@crowncastle.com Site Acq. Coordinator /Consultant (representing Consulting Entity ): If previously reviewed by Legal, name of reviewer: Date of previous review: Business Terms Approved By: Property Committee -9/23/2009 Contact Number: E-Mail Address: Cingular Wireless (REM) Approver's Signature (unless approval by e-mail, if so please attach) Date of Approval I SITE INFORMA T/ON Type of Document/Project: Lease Type: NEW BUILD O UMTS O DECOMMISSION 0 Other, Indicate/Explain: Amendment Type: TDMN2G O GSM/2.5G O E911 0 3G □ UMTS 0 Other, Indicate/Explain: Lease Extension Agreement Type: Land D Land w/Option D Structure D Structure w/Option D Additional Equipment Space Lease D Other, Indicate/Explain: Is this Lease associated with another (i.e. separate lease, easements, right of way etc.)? No~ Yes D If yes, explain: Square footage of proposed lease premises: Rent amount: $1008.33 Escalation: Fixed Tax Lot Block: N/A Site Address: 1545 Main Street, Atlantic Beach, FL 32233 County (where site is located), please attach vesting deed: Duval Type of Site (check all that apply): Collocation D Relocation D Tower~ Rooftop D Rooftop w/Ground D Raw Land D Apartment/Co-op/Condo D Cell On Wheels D Utility Tower D Other, Please indicate/ explain (include all utility pole applications) D Type of Equipment (check all that apply): CINGULAR WIRELESS PROPRIETARY Use pursuant to Company instructions Page 1 of6 • • TOMA Micro D Macro D GSM Micro D Macro D UMTS Micro D Macro D Other D Please indicate type and explain (include all utility pole applications): I LANDLORD INFORMATION Landlord Name: Par-Pro, Ltd. Landlord Type (LLC, corp., indiv., partnership.): partnership j DOCUMENT INFORMATION-ALL APPLICABLE DOCUMENTS MUST BE ATTACHED Cingular Wireless Form D Lease Exhibit D Is this a sublease? Yes D Landlord Form D Site Lease (SLA) to MLA D No D (if yes, attach copy of fully executed underlying prime lease) Other~ --If other specify: Third Amendment to Option and Lease Agreement IF SU/lMIITING AN AMENDMENT, />LEASE />llOCEED TO />AGE§. I LEASE & OPTION AGREEMENTS LANDLORD FORM When submitting landlord form for review: 1) For each section of the lease, !)lease identify any differences between landlord's language and Cingular Wireless' standard language. 2) Please identify any additional language found in landlord's form that is not present in the standard Cingular Wireless form. 3) Please identify the omission of any Cingular Wireless standard language that is not included in landlord's form. CINGULAR WIRELESS FORM DOCUMENTS Indicate whether standard language is used, if menu language will be used, or if other language will be used by marking the appropriate box below for each section of the lease. In the event "Other" is check please provide reason for such deviation and if Landlord has suggested language please insert after "LL's Suggested Language, if applicable". (Please Note: It's Cingular Legal's preference to draft the language and present it to the Landlord.) For options, please check the appropriate box in the "Option to Lease" section. For leases, please check the appropriate box under the "Lease of Premises" section. OPTION TO LEASE: CINGULAR WIRELESS PROPRIETARY Use pursuant to Company instructions Page2of6 • • No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide sugguested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: LEASE OF PREMISES: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 3) LL's reason for change: 4) LL's suggested language, if applicable: FOil BOTH OPTIONS AND LEASES, PLEASE CHECI( THE APPIIOPIIIATE BOX UNDEII EACH SECTION BELOW. PERMITTED USE: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: TERM: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: RENT: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: 3) Change in the escalation percentage? No D Yes D If yes, please explain: APPROVALS: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: TERMINATION: No changes to standard language D Menu Language D Other D Termination Fee D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: 3) · Change in the termination fee? No D Yes D If yes, please explain: INSURANCE: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: INTERFERENCE: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: CINGULAR WIRELESS PROPRIETARY Use pursuant to Company instructions Page3of6 • • INDEMNIFICATION: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: WARRANTIES: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: ENVIRONMENTAL: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: ACCESS: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: 3) 24/7 access at no additional charge? Yes D No D If no, please explain: REMOVAURESTORATION: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: MAINTENANCE/UTILITIES: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: DEFAULT AND RIGHT TO CURE: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: ASSIGNMENT/SUBLEASE: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: NOTICES: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: SEVERABILITY: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. CINGULAR WIRELESS PROPRIETARY Use pursuant to Company instructions Page 4 of 6 • • 1) LL's reason for change: 2) LL's suggested language, if applicable: CONDEMNATION: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: CASUALTY: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: WAIVER OF LANDLORD'S LIENS: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: TAXES: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 3) LL's reason for change: 4) LL's suggested language, if applicable: SALE OF PROPERTY: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 5) LL's reason for change: 6) LL's suggested language, if applicable: MISCELLANEOUS: No changes to standard language D Menu Language D Other D If other is checked, please describe reason for change and provide suggested language, if any. 1) LL's reason for change: 2) LL's suggested language, if applicable: Y/-11S f'Oftr/ON N.UST /JIE COMf'llEYIED FO~ AMIENDM/:NTS OTHER: Relocation D If not standard menu language, please explain the deviation: Power Upgrades □ If not standard menu language, please explain the deviation: Collocation Fee D If not standard menu language, please explain the deviation: Attorney Fees D If not standard menu language, please explain the deviation: Capital Contribution D If not standard menu language, please explain the deviation: Have you read the entire underlying lease you are seeking to amend to ensure Cingular's standard requirements are met? Yes [gJ No D NIA D List terms being amended: Note: Use the following format for antenna change outs, pole replacements, change in square footage of Premises, changes in landscaping, etc., so your changes are easily visible. WHAT IS THERE CURRENTLY? WHAT IS BEING CHANGED? CINGULAR WIRELESS PROPRIETARY Use pursuant to Company instructions Page5of6 WHAT WILL CINGULAR END UP WITH? • Amount of Rental Increase/ if any D $ Effective Date of Rental Increase: NIA □ • total amount $ NIA □ List All Terms Being Amended/Added and Clearly Explain the Reason for each provision: 1 O year lease extension. Additional Comments: THIS SECTION MUST BE COMPLETED FOR ALL DOCUMENTS. BEFORE SUBMITTING THIS FACT SHEET. DID YOU REMEMBER TO ATTACH THE FOLLOWING? 1. ALL applicable back up documentation, including the following: a) All documents referred to in your amendment b) All prior amendments (fully executed) c) Copy of fully executed underlying prime lease d) Copy of fully executed Master lease e) Deed f) Exhibits to Document submitted for review, if any and if available 2. Cingular market authority's business approval (if e-mail) 3. Amendment to MOL (if Premises or Term is being amended) 4. Copy of prior recorded MOL, if any 5. SNDA 6. Is leasing entity is different than deed owner if so provide info. which explains the different entity (i.e. Homestead Affidavit, Corporate Resolution, Certificate of L.P., etc.): CINGULAR WIRELESS PROPRIETARY Use pursuant to Company instructions Page6of6 Yes 121 No D NIA D Yes 121 No D N/A D Yes 121 No D NIA D Yes [8J No O NIA 0 Yes [8J No D NIA D Yes [8J No □ N/A □ Yes D No D NIA l2l Yes [8J No D N/A D Yes [8J No D NIA D Yes D No D NIA [8J Yes D No D NIA [8J • • -·--11,,,n, ,~ r-•••:i•,t•'II , __ ,_ ,_ r .... ....., .. -·-,, ""<N'll'f;..~,.._,--;-,o.,.] ----~---=-== ==----=---~ - -~---=------====---------- ' ' ' =ffl 11 ":.:";: ~ ---·--~--• -----~ -:: :: • ~ ~ ':' -.. • ---- -----... ----• ' -----~.,.,1,0 ... ,-1-·1·-1 :::1 = ,• ,.,;., .. l~l11~ 111ff1II< =.i ='"''i'"' :: ' ~ 1= !.<1'U.:Pf 1-, >MODI lnrn,c,I ~ ,. ,.,c..: .. 1•1<1~ Jl/111,:, :~::!~ .... 111Pf ,_o, >nlJIIOo '""°"'j >n110:111 = ' . ,., ..... 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MIMlr, .,.i "'"''Y I ,mmo1 o:;»11.0l'll ,., -~-I I ---------·----. ,---· . --n- CCI sites™ : Real Estate Information Manager • • • Page I of 3 Yi-~~~l. ~' ~--' :..11!•.dl.l'-M.;iJ manager home site information application tracking project information operations information real estate forecasting my work search ~prev Financial Summary Final Lease Expiration: Priority: Tower Revenue (Annual): Exp Incl Rent (Annual): TMRR (Annual): Notes Processes list 02/29/2016 Priority 1 detail MAYPORT -812565 (1of1) Base Rent (Monthly): Base Rent (Annual): 67,477.80 Non Rent Exp (Annual): 16,806.93 Revenue Share (Annual): 50,670.87 Margin: Contacts Detail License Info Lease Info Deal List High Margin Deal Detail ~ f}?~ next 608.33 7,299.96 4,706.97 4,800.00 Deal Overview Site ID: 812565 > Site Name: MAVPORT Load Transaction Model I Deal ID: Deal Name:* Deal Type:* Created: Customer Waiting? *Indicates a required field. Milestones # MIiestone 1 Deal Negotiation Begun 2 LOI Sent to Landlord 3 LOI Signed by Landlord 4 Submit for PC Approval S Deal Approved 6 Submit for Reapproval 7 Reapproval 8 Deal Assigned 9 Initial Deal Documents 33970 10 year LE Extension Bonus Feb 19 2009 Oves ·~ No y Dep. # 1 2 3 4 ·,7 5 . .,. 6 5 Sent/Ord'd/ Due Sep 01 2009 Sep 07 2009 Sep 14 2009 s Sep 28 2009 s http://www.ccisites.com/eng/lrm/detail.do Status:* Active Deal End Date: Created By: Michael Cianciola Mandatory Close By Date: Rec/ Last Mod Complete n/a By/Date Comments Sep 03 2009 Michael Clanclola Sep 21 2009 Sep 10 2009 Michael Cianciola Sep 21 2009 Sep 17 2009 Michael Cianciola Sep 21 2009 Sep 21 2009 BEN DURAN Sep 21 2009 Sep 24 2009 Hal Frazer Sep 24 2009 -----ifil □ Sherri Sep 25 2009 Sacks Sep 25 2009 ------8 □ SUSAN Oct 02 2009 MOTT Oct 02 1/19/2010 CC!sites™ : Real Estate Information Manager • • 10 Zoning Letter 11 Credit Check 12 Title Report 5~-P 28 2009 Jim] Sep 28 i()Qg So 13 Survey l 781_ 18 0 14 Environmental J81 ]~ 0 15 NOA/Release ___ Jg _ J1:]J R: 16 JDE Record -g '°" 19 2010-S D 17 Landlord Approval o-ct 19 2009 S D~~ 18 2009-S C 18 Due DIiigence Complete Oct 24 2009 8 Jan 19 2010 gfil Q 19 Title Risk Opinion ra 0 20 Title Risk Cure I~ [:l] 21 Settlement Documents I~ [l; 22 Final Deal Documents s 23 Request Funding --'~ 0 24 Execute Closing S 1_; 25 Notary Service ?' 5 26 Recording Confirmation "' 25 g gtl □ • 2009 James Robinson Sep 28 2009 James Robinson Jan 19 2010 James Robinson Sep 28 2009 James Robinson Sep 28 2009 James Robinson Sep 28 2009 James Robinson Jan 19 2010 James Robinson Jan 19 2010 James Robinson Jan 19 2010 James Robinson Jan 19 2010 James Robinson Jan 19 2010 James Robinson Jan 19 2010 James Robinson Jan 19 2010 James Robinson Jan 19 2010 27 Transaction Recorded ·y 16,25,26 -8-S □ 28 Post Closing Audit '? 27 -g s http://www.ccisites.com/eng/lrm/detail.do Page 2 of 3 ---- !Save J 1/19/2010 PORTFOLIO fxrENSION PROGRAM -Tit~hecklist BUN 812565 For All Transaction Types: 1. Who is the fee simple owner of the land? How does the name of the person(s), Delia Rodrguez business entity, estate, or trust appear on the Deed? 2. Is there a copy of the most recent Deed available? no 2a. Is the person/entity on the Deed the same as the person/entity on the unk Lease and the Letter of Intent? 3. Are all individuals listed on the Deed currently alive? unk 3a. If not, has the deceased's Estate been settled, are the Heirs a party to unk the transaction? 4. Are the tower site and access road on the same parcel? yes 4a. If not, does the Landlord own the parcel(s) on which the tower and n/a road are located? 4b. If not, did the sale of the other parcel(s) occur after the tower was n/a constructed? 5. What are the Real Estate Tax ID numbers for each parcel subject to this sale? 924-973-2000 6. Is the landlord the only person currently receiving rent checks? yes 7. Is the property surrounding the tower also for sale? Has a buyer been identified? no 8. Did the Landlord sell the land under the tower to a third party and keep only the tower lease and rent payments? no 9. Does the landlord live on the same parcel that the tower is located? no 10. Are there any open and active mortgages, liens or judgments? no 10a. If yes, please list the name of each lender, the loan number, and provide contact numbers: Lien Lien Holder Name, Address & Account# Original Approximate Lien Type # Phone Amount Balance Due 1 $0.00 $0.00 Select One 2 $0,00 $0.00 Select One 3 $0.00 $0.00 Select One 4 $0.00 $0.00 Select One Does the Landlord want the proceeds of sale put towards any open lien? Identity by Lien # above Will any open balance remain on any Lien after closing? 1z o c E Il s I T o w E 1-z. s ATTORNEYS AT lAW VIAFEDEX Mr. Jim Robinson Transaction Specialist Crown Castle 1220 Augusta Drive, Suite 500 Houston, Texas 77057 Re: Business Unit #812565 Site Name: Mayport Dear Mr. Robinson: . CHRIS R. STROHMENGER' 904. 346. 5510 CStrohmenger@rtlaw.com January 14, 2010 1301 Rivaplaa: Boulewnl • Suite 1500 Jacksonville, Aoooa 322ffl 904 . 398 . 3911 Mun 904 . 3% . 0663 Fax www.rrlaw.com In connection with the above-referenced matter, enclosed herewith please find the following original documents which have been executed by Par-Pro, Ltd.: I. AT&T Payment Direction Form; 2. W-9 Form; 3. Three counterparts of Third Amendment to Option and Lease Agreement; and 4. Three counterparts of Memorandum of Third Amendment to Option and Lease Agreement. Please forward to my attention one original of the Third Amendment and the Memorandum of Third Amendment. Please confirm that you will arrange for recording of the Memorandum of Third Amendment. Once the Memorandum is recorded, please forward to me a recorded copy. Should you have any questions, please feel free to call me. CRS:jam Enclosures JAX\1397343_1 With kind regards, Chris R. Strohmenger • .. ... ' I • NEW □ PAYMENT DIRECTION FORM CHANGED AT&T SITE NAME: Mayport SITE ADDRESS: 1545 Main Street, Atlantic Beach, FL 32233 LESSOR NAME:* Par-Pro, Ltd. PA YEE NAME:** If Payee is different than Lessor Name above, please provide a W-9 for Payee. Par-Pro, Ltd. PAYMENT ADDRESS: 1.0,8.u')( 33 VI 7 7 I !31'5 Main--St. Atlantic Beach, FL 32233 LESSOR PHONE/ FAX NUMBER: 904-246-4309 err l--J.-t LESSOR/PAYEE VENDOR ID NUMBER: (if existing vendor) PREVIOUS MANAGEMENT COMPANY: (if applicable) LESSOR/PAYEE PAYMENT SHARE:••• Lessor Name should be exactly as stated m Lease/License 100% For cases of different payee name and management company handling payments and taxes see acknowledgement below Percentage of rent payment to be paid to Lessor/Payee named herein 1 hereby authorize A TT Mobility LLC and/or its subsidiaries to make all rent payments and other payments relating to the site named above to the Lessor/Payee and Payment Address listed above (subject to the Lessor/Payee Payment Share listed above). I further acknowledge and agree that the Lessor Payment Share listed above is correct. Payment remitted to Persons other than landlord. By checking this box and initialing I do acknowledge I have contracted with a management company that will handle the payments and tax implications of this lease agreement This authorization shall remain in effect until I have cancelled it in writing in as much time as to afford you a reasonable · e to act upon it. LESSOR AUTHORIZ ::bf~ I ~ J-e • iQ..o.l) ,2..,\ cfl, (,{ ~.z. ( PRINT LEGIBLY) LESSOR AUTHORIZED SIGNATURE ( PRINT LEGIBLY) Return To: Aiko Sonoda AT&T Mobility -Partnerships/MLAs phone: 770-708-6070 fax: 866-913-0473 email: a,;439l@att.cmn PDF• Payment Direction Fom1 I JP TITLE TITLE DATE PRIVATE/PROPRIETARY Page I Contains private and/or proprietary information. May not be used or disclosed outside the AT!' Companies except pursuant to a written agreement. October 17, 2007 Crown Castle 12725 Morris Road Extension Suite 400 Alpharetta, GA 30004 Tel: 678 366.1220 Fax: 678 366.8099 www.crowncastle.com CERTIFIED MAIL -Return Receipt Requested Peter A. And Delia M. Rodriguez P.O. Box 106 Atlantic Beach, FL 32233 RE: Tower Lease Mayport, Crown BU# 812565, Royal Street Communications LLC, App# 54022. Dear Mr. and Ms. Rodriguez, In accordance with the above referenced Agreement, you are hereby notified that a portion of the above referenced property will be subleased and additional antennas will be installed on the tower and associated equipment will be installed on the ground within the existing lease area. If you have any questions, please contact me via email at gus.garcia@crowncastle.com or phone at 813-342-3853. Sincerely, cc: File (scan) LrJ D D D D ...ll I'- ru Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $ Postmark Ho,e ...a SentTo § 0 Street,Apt.No'"'.,--------------j r-or PO Box No. City.State,ZIP+~4~-------------j Stoner, Kelly From: Garcia, Gus Sent: Thursday, November 16, 2006 1 :20 PM To: Stoner, Kelly Subject: 812565 -Mayport -Ownership Change Kelly, The owner changed for this tower. New owner: Par Pro Ltd. 1545 Main St Atlantic Beach, FL, 32233-1938 Contact -Delia Rodriguez Property Appraisers Website showing the change hllQ://a1ms.coj.neVPAO/RENO.asp?RENUM-172325+0000 Thank you. Gus Garcia Crown Castle USA Property Specialist -NFL District /South Area 6306 Benjamin Road Ste 604 Tampa, Florida 33634 813-342-3853 -Office 813-342-3901 -Fax 813-767-1702 -Cell 11/16/2006 Page 1 of 1 · Duval County Property Appraiser -Parcel Information Page 1 of 1 !owner's Name: PAR PRO LTD IIReal Estate Number: 172325 0000 Property Address: 1545 MAIN ST City: ATLANTIC BEACH Zip: 32233 Unit Number: PARCEL DESCRIPTION !Property Use: 4100 MANUFACT LIGHT Legal Description: 17-2S-29E 5.71 PT GOVT LOT 4 RECD O/R 11544-628 BEING PARCEL 3 - !Neighborhood: 0 SECTION LAND !section/Township/Range: 17-25-29E Official Record Book and Page: 115440628 I Map Tile: 9417 Mailing Address:PO BOX 330177 ATLANTIC BEACH , FL Zip: 32233-0177 2006 Exempt Value: $0.00 IITransaction Date: 12/19/2003 Transaction Price: $100.00 I IINo. Buildings: 4 !Heated Area: 54189 IIExterior Wall: Modular Metal VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL !Land Value: $746,331.00 IITaxing Authority: USD3 !class Value: $0.00 llcounty Tax: $15,800.98 Jxmprovements: $1,738,374.00 llschool Tax: $19,887.58 !Market Value: $2,484,705.00 IIDistrict Tax: $7,447.65 !Assessed Value: $2,484,705.00 llother Tax: $1,243.59 !Exempt Value: $0.00 llvoted Tax: $1,046.06 !Taxable Value: $2,484,705.00 11 lsr. Exempt: $0.00 11 lsr. Taxable: $0.00 IITotal Tax: $45,425.86 http://apps.co_j. net/P AO/printver.asp?ReN um= 172325+0000 I Transaction price displayed is based on the actual amount of documentary stamps paid at the time of recording. The current rate is 70 cents per $100. I I I I 11/16/2006 Pagel of l Stoner, Kelly From: Olbertz, Jill Oill.olbertz@cingular.com] Sent: Wednesday, January 11, 2006 3:27 PM To: Garcia, Gus Cc: Stoner, Kelly Subject: RE: JAG JHX ;' BU#812565 -1545 Main Street, Atlantic Beach, FL We show we are still paying rent to Peter and Delia Rodriguez. However, the payments to them are being mailed c/o Par Properties. Do they own Par Properties? That would be my guess. I don't have a contact number for them here. Jill J_ O/bertz Cingular Wireless Lease Administration -Crown Castle Phone -678-418-4137 Fax -866-597-4980 From: Garcia, Gus [mailto:Gus.Garcia@crowncastle.com] Sent: Wednesday, January 11, 2006 11 :20 AM To: Olbertz, Jill; Stoner, Kelly Subject: JAC JHX -BU#812565 -1545 Main Street, Atlantic Beach, FL Jill, Good morning! The above mentioned site has a new landlord. Do you have any documentation on this? If so, please forward to me when you have a minute. Thanks. New property owner per Property Appraisers Office: Par Pro Ltd PO Box 330177 Atlantic Beach, FL 32233-0177 Reference web page: http://apps2.coj.neVpao/RENO.asp?RENUM=172325+0000 Gus Garcia Crown Castle USA Property Specialist -NFL District /South Area 6306 Benjamin Road Ste 604 Tampa, Florida 33634 813-342-3853 -Office 813-342-3901 -Fax 813-767-1702 -Cell 1112/2006 November 16, 2006 Par Pro Ltd 1545 Main St INTERNATIONAl + Certified Mail -7004 1350 0004 2908 0168 Atlantic Beach, FL 32233 Re: BellSouth Mobility Lease for property located at 1545 Main Street, Atlantic Beach, FL 3322 (BU#812565). Dear Ms. Rodriguez: In accordance with Paragraph 2 of that certain Amendment to Lease Agreement, dated December 12, 2004 which is part of the original Option and Lease Agreement between you, as Lessor, and BellSouth Mobility LLC, as Tenant, dated September 7, 1990, you are hereby notified that a portion of the tower will be subleased (Application #35640) and additional antennas will be installed on the tower and associated equipment may be installed on the ground within the existing lease area. Should you have any questions, please call me at 813-342-3853. Sincerely, Crown Castle South LLC Agent for BellSouth Mobility LLC Gus Garci Property 1alist ■ Complete items 1, 2, and 3. Also complete Item 4 if Restricted Delivery is desired. : ■ Print your name and address on the reverse · so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1,~~~~ L-+J \'545 (v\f\lt.:l "5T: A.-ru+::.-nc.. k.1:-11 ~L3ZZ;7 Mall □ Return Receipt for Merchandise □c.o.o. 4. Restricted Delivery? (EXtra Fee) □ Yes 2. Artlcia Number (Ttansfer from service label) 7 □□4 135 □ □□□4 2908 0168 nn ◄ ◄ .,._.._ ______ ..,,,.,..,,. i 102595-02·M• 1540 • )\ cingular raising the bar, ... 11· Via Certified Mail, Return Receipt Requested Tracking Number 7005 0390 0004 6166 6443 March 28, 2006 Peter A & Delia M Rodriguez P.O. Box 106 Atlantic Beach FL 32233- Subject: Commencement ofClearwire Revenue Share for Site JAC JHX / BUN 812565 Dear Lessor: Please accept this letter as notification that Bellsouth Mobility, Inc. d/b/a Cingular Wireless has commenced the Clearwire Revenue Share for the above-referenced cell site with an effective date of July 5, 2004 .. You should receive a check for $4,374.19 within the next ten (10) business days at the address shown below. This amount represents payment for the period July 5, 2004 through April 30, 2006. Future monthly payments will be in the amount of $200.00. Peter A Rodriguez & Delia M Rodriguez PO BOX 330177 % PAR PROPERTIES ATLANTIC BgACH FL 32233 It is a priority of Cingular Wireless to maintain excellent tenant/lessor relationships. If you ever have any questions or concerns regarding our agreement, please contact me at 678-418-4137. Sincerely, Jill Olbertz Real Estate Specialist cc: Cingular Wireless Project Manager Crown Castle Headquarters File cl>', '"t;::•'.\). ____ C;-,t,:J ______ 3l!,~ fj..il:_~t,. r C''jt) u..i..:~.~·-----Q..iw,:~,; i) '53{o L £::,;, D &-,',ft- Cingular Wireless• 6100 Atlantic Blvd• Norcross, GA 30071 • www.c1n9ular.com . Rent Calculation Worksheet -INITIAL PRORATED RENT CALCULAJ1NR, '\ jA C,, J'-f-1 x \-. • Lr J Pagel of l .-~ cingular INITIAL PRORATED RENT CALCULATION rn isir.g the bar Day Rent Increase Begins: Total # of days In Increase Month: 5 31 Rent I Annual:11 $2,400.00I Seml-Annual:11 $1,200.00l Quarterly:11 $600.00I Monthly:11 $200.00I Dally:11 $6.451 Site Name: Fixed Asset Number: Lease Commencement Date: Effective Date of Increase: JAC JHX 10020470 03/01/1991 07/05/2004 ~Y0 Lj ~DD,DD f-I I Lfi I q_ 1P 4':; 14.1 'i Days at Current Rate:I~ I / I ~------To_ta~l:11 ~ -r(5 OW -1 JI 64 Voucher Information One-Time I 1410 Totalll $0.ool Increase I 6311 Totalll $200.001 Voucher I Totalll $200.ool Recurring Voucher Totalll $200.ooJ 1 + Partial Month 1$374.19 1 1$1,574.191 7+ Partial Month 2+ Partial Month 1$574.19 1 1$1,774.191 8+ Partial Month 3+ Partial Month 1$774.19 1 1$1,974.191 9+ Partial Month 4+ Partial Month 1$974.19 1 1$2,174.191 10 + Partial Month 5+ Partial Month 1$1,174.191 1$2,374.191 11 + Partial Month 6+ Partial Month BOD http:// alnclncapp0 1. wnsnet.attws. com: 8080/CinguLIN C/rentCalculation Worksheet.do 3/28/2006 INTERNATIONAL 0-. Novemher 30, 2005 PETER A. RODRIGUEZ & DELIA M. RODRIGUEZ P.O. Box 106 Atlantic Beach, FL 32233 RE: Site Name: MA YPORT, Site#: 812565 Dear PETER A. RODRIGUEZ & DELIA M. RODRIGUEZ: Crown Castle USA Inc. 2000 Corporate Drive Canonsburg, PA 15317 In 1999 BellSouth Mobility Inc. subleased to Crown Castle the tower site referenced above. As part of the arrangement, Crown Castle's Property Management Department manages this tower site for BellSouth Mobility, now known as Cingular Wireless. One of the Department's most important responsibilities is fostering Crown Castle's relationship with land owners like you. We have worked hard building a company founded on creating long-term value by providing services and products to the wireless telecommunications indust1y. A critical component of the services and products we offer is our relationship with you. Low interest rates have created a short-term opportunity for individuals to purchase your property. Some individuals pursuing this opportunity may misrepresent themselves, provide misleading information, and use deceptive sales techniques to convince you to sell your property for less than its current market value. Please be cautious when speaking to individuals interested in your lease interest. Employees and agents of Crown Castle or Cingular will know the details of your lease agreement. Employees of our respective companies will not ask for information related to your payment amounts, escalators or lease terms. If you want to verify a person's relationship with Crown Castle or Cingular, call us (toll free) at 866- 482-8890. If you are considering selling your lease interest, Crown Castle is interested in pursuing a fair deal with you. Current market pricing varies based on the specifics of the property. Due to our existing relationship and your position in our value chain, practically without exception, Crown Castle is able to make you a better offer than any other company. Our relationship with you is a key element of the services and products Crown Castle provides. As such, the value of your prope1iy is greater to us than to anyone else. Prior to selling your property, please call us (toll free) at 866-482-8890 to discuss how we can mutually benefit. When calling Crown Castle, having your site information available as referenced above (Site Name, Site#, etc.), will enable us to assist you more rapidly. Crown Castle and Cingular value the long-term relationship that we have with you, and as always, feel free to call us with any questions. Sincerely, Jerry Vogl Vice President Property Management )\ cingular~ WIRELESS Via Certified Mail, Return Receipt Requested Tracking Number 7002 3150 0000 1706 5711 July 7, 2005 Peter A & Delia M Rodriguez P.O. Box 106 Q\V Atlantic Beach FL 32233- 1R lE c lE I 'if IE 9 JUL 1 9 2005 Subject: Notice of Intent to Extend Lease Term for Site JAC JHX Dear Lessor: Please accept this letter as written notification that Bellsouth Mobility, Inc. d/b/a Cingular Wireless is extending the term of this Lease for an additional 5 year term from March 1, 2006 through February 28, 2011. Should you have any questions regarding the above, please contact me on our toll-free number, 877-231-5447. To expedite processing of your request, please reference the site name as found on the subject line of this letter on all communications. Sincerely, Barbara Clarke Real Estate Specialist cc: Cingular Wireless Project Manager File Crown Cingular Wireless • 6100 Atlantic Boulevard• GAN02 • Norcross, GA 30071 Morgan, Sherry From: Morgan, Sherry Sent: To: Thursday, July 22, 2004 11: 13 AM 'Jill.Olbertz@cingular.com' Subject: FW: 812565-84351 CLEARWIRE Good morning Jill. The attachment below is the revenue share information for your files, I received today from Licensing (Kelly McGrady). As per Par. #3 Co-Locator Revenue. of the Amendment to Lease Agreement, " ... BellSouth agrees to pay Landlord Two Hundred Dollars ($200.00) per month ("Co-Locator Revenue") for each new subtenant. .. ". Please send me a copy at your earliest convenience of the commencement letter for this Co-Locator upon sending to the Landlord. Thank you so much for your assistance. I have reflected this accordingly in my records at this time. ~ 812565-84351 Have a wonderful day! LEARWIRE.doc ( 40. Sherry:) Sherry Morgan Real Estate Administrator Crown Castle USA Inc. 2000 Corporate Drive, Canonsburg, PA 15317 Phone: (724) 416-2553 FAX : (724) 416-2459 Email: Sherry.Morgan@crowncastle.com "This electronic message contains information from the Real Estate department of Crown Cast le USA Inc., which is proprietary, confidential and competitively sensitive . This information is intended to be for the use of the addressee only. Do not forward this information without the express permission of the sender. If you are not the addressee, or the employee responsible to deliver it to the intended recipient, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. If you received this electronic message in error, please promptly notify the sender by return e-mail." From: Sent: To: Subject: 8!2565-84351 LEARWIRE.doc (36. McGrady, Kelly Thursday, July 22, 2004 10:00 AM Morgan, Sherry 812565-84351 CLEARWIRE 1 Morgan, Sherry From: Sent: To: Subject: 812565-84351 LEARWIRE.doc ( 40. McGrady, Kelly Thursday, July 22, 2004 10:00 AM Morgan, Sherry 812565-84351 CLEARWIRE lltECEIVED JUL 2 2 2004 Lie ~9435\ CLEAR w I e 0: 1 ..,-• CROWN CASTLE USA INTEROFFICE CORRESPONDENCE TO: SHERRY MORGAN FROM: JEROD ANDREWS SUBJECT: REVENUE SHARE NOTIFICATION FORM (check only one box below) DATE: cc: 1:8] New license D Amendment to existing license D Termination of existing license D Modification of terms in license (due to reconciliation) 7/20/04 APRIL SHUE SLA/LICENSE/AMENDMENT AGREEMENT FILE Please process Revenue Share amount to the Ground Lessor in accordance with the following information: Area: Florida/PR Site Name: Mayport Business Unit Number: Portfolio: BMI 812565 Customer Name: CLEARWIRE TECHNOLOGIES JDE Rent Commenced License#: 84351 Monthly Collocation Rent (how much customer is paying US): 1300 mth Collocation Escalation Percentage: CPIW Collocation Escalation Frequency: every 12 months (Leasing to determine whether Revenue Share increases based upon GL or Collo escalation) Rent Start Date OR Terminationj;ffective Date_ Of License Agreement: 7/5/04 Comments: 7/5/04 -Present@ $1300 srb 10/12/01, TMS 4/21/03, 6/13/03 C:\Documents and Settings\smorgan\Local Settings\Temporary Internet Fi!es\OLK34\812565-84351 CLEARWIRE.doc CROWN CASTLE USA INTEROFFICE CORRESPONDENCE TO: SHERRY MORGAN FROM: ALAN HICKMAN SUBJECT: REVENUE SHARE NOTIFICATION FORM (check the only one box below) DATE: [8l New license D Amendment to existing license D Termination of existing license 6/11/2003 cc: JEVON WILLIAMS; VANCE HEISEL; MAXINE CALLOWAY SLA/LICENSE/AMENDMENT AGREEMENT FILE Please process Revenue Share amount to the Ground Lessor in accordance with the following information: AREA: Florida/PR SITE NAME: Mayport BUSINESS UNIT NUMBER: BUSINESS UNIT TYPE: L 812565 [(Leased (L) /Managed (M) /Economic Benefit (E)] CUSTOMER NAME: T-Mobile JDE ACTIVE License#: 74940 MONTHLY COLLOCATION RENT (how much customer is paying US): $1,400.00 COLLOCATION ESCALATION PERCENTAGE: 3 % annually on the commencement date COLLOCATION ESCALATION FREQUENCY: annually on the commencement date (Leasing to determine whether Revenue Share increases based upon GL or Collo escalation) RENT START DATE OF LICENSE AGREEMENT: 5/1/2003 QJXl Cb-\oc.cJb,.s Q,~fec-tiue >2-1>·z.}co dl.-:.J~'l:l__-lare.r. (0J s tt ;::. ~ 200.00 n,<.,b. srb 10/12/01, TMS 4/21/03 @BELLSOUTH : .. ,, BellSouth Cellular Corp. 1100 Peachtree Street, N.E. Atlanta, GA 30309-4599 VIA Certified Mail Tracking Number 709B 3400 0002 5513 4758 February 09, 2001 PETER A RODRIGUEZ & DELIA M. RODRIGUEZ P.O. Box 106 Atlantic Beach, FL 32~'.33- Subject: Notice of R1:!nt Increase for BellSouth Site JAC JHX ~ ~ Dear Lessor: <1j~,! . ' Pursuant to the Lease Agreement for the aforementioned site, this letter will serve as notification that effective March 1, 2001 we will be increasing the annual base rent by 15%. I have requested payment in the total amount of $529.00 for the period of March 1, 2001 through March 30, 2001. You should receive payment within ten (10) business days at the address(es) shown below. PETER A & DELIA M RODRIGUEZ P.O. Box 106 ATLANTIC BEACH, FL 32233- lf you have any questions or concerns, please contact me at the address above or call our toll free number, 1-877-231-5447. Please reference on all communications the site name as found on the subject line of this letter to expedite processing of your request. Sincerely, ~ir Carol Watling Real Estate Specialist BellSouth Cellular Corp. cc BellSouth Project Manager Crown Castle Headquarters Crown Castle Project Manager File BellSouth Cellular Corp. 1100 Peachtree Street, N.E. Atlanta, GA 30309-4599 VIA CERTIFIED MAIL Tracking Number Z 209 431 301 December 19, 2000 Peter A & Delia M. Rodriguez P.O. Box 106 Atlantic Beach, FL 32233 @BELLSOUTH Subject: Amendment to Lease Agreement for BellSouth Site JAC JHX (Mayport) Dear Mr. and Mrs. Rodriguez: The Amendment to Lease Agreement signed by you and BellSouth Mobility LLC has been fully executed. One fully executed original is attached for your files. Future correspondence will be sent to the above address unless you notify me otherwise. I have requested payment in the amount of $25,000.00 for the one time consent fee. You should receive payment within ten (10) business days at the address shown above. If you have any questions or concerns, please contact your Real Estate Specialist, Carol Watling, at the address above or call our toll free number, 1 (877) 231-5447. Please reference on all communications the site name as found on the subject line of this letter to expedite processing of your request. Sincerely, ~-4/L Melodie Hooker Real Estate Specialist BellSouth Cellular Corp. Enclosure (1) cc Crown Castle Headquarters Crown Castle Project Manager BellSouth Project Manager File 10/1 i 100 TITE 14: 12 FAX 904J96066J PREPARED BY AND t\TTtl\ RECORDING REnJRN TO: Barbara E. Overton W~ .Gotshal & Manges LLP 701 Brickell Avenue Miami, FL 33131 ROGERS. TOWERS AMENDMENT TO LEASE AGREEMENT Tills AMENDMENT TO LEASE AGREEMENT ("Amendment") is made this /,).'f'/1. day of l>ecemb,ey , 2000, by BELLSOUTBMOBJLJTY d<'.., a Georgia tu... tBellSouth") and PETER A. RODRIGUEZ and DELIA M. RODRIGUEZ, a married couple (together, the "Landlord"). WITNESS ETH: THAT WHEREAS, Landlord and BellSouth are parties to that certain Option and Lease Agreement dated as of September 7, 1990 (the "Lease"), the terms of which are incorporated herein by reference, whereby BellSouth leases certain real property located in Duval County, State of Florida, as such property is more particularly described in the Lease (the ''Property''); and WHEREAS, the parties wish to modify certain terms and conditions of the Lease as provided herein. NOW THEREFORE, for the mutual covenants and premises herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, the undersigned parties, intending to be bound, hereby agree as follows: 1. Status of Parties. The parties each acknowledge tha~ to the best of its knowledge, the other party has complied in all material respects with the obligations under the Lease accruing on or prior to the date hereof and that, to the best of its knowledge, the other party is not in default under the terms of the Lease. . 2. Assignment and Subleasin_g. Section 17 of the Lease shall be and is hereby modified to provide as follows: The Lease may be sold, assigned, licensed or otherwise transferred at any time by BellSouth IO BellSouth's parent company or any affiliate or subsidiary of BellSouth, to Crown Castle International, Inc. or any of its subsidiaries or affiliates (collectively, "Crown"). to any entity with or into which JK.V 093 ~9,DIUCUEZ) Mt l :191M,S\Cl\l 'XS1'1~1.DOCl.'116)2.0005 laloo2 ........_____ 10/li/00 TITE 14:12 FA!. 9043960663 ROGERS, TOWERS BellSouth is merged or consolidated, to any entity resulting from a reorganization of BellSouth. Otherwise this Lease may not be sold, assigned, or transferred without the written consent of Landlord, such consent not to be unreasonably withheld. BellSouth may sublease or sub license part or all of the Property, and in the event the Property or any part thereof is subleased or sublicensed to Cro°"'n, Crown may further sublease or sub license all or any part of the Property to third party tenants, but in each case BellSouth or CroVw'll (as the case may be) will provide notice to Landlord of the sublease/sublieense. 3. Co-Locator Revenue. As further consideration for Landlord's willingness to modify Section 17 of the Lease relating to assignment, subleasing and other trarisfers as provided herein, BellSouth agrees to pay Landlord Two Hundred Dollars ($200.00) per month ("Co-Locator Revenue") for each new subtenant, licensee or sublicensee of BellSouth and/or Crown (each, a "Co-Locator") locating telecommunications equipment' on the tower at the Property. Crown will promptly notify BellSouth and Landlord in writing when any Co-Locator shall have been installed on the tower and that Co-Locator Revenue is due. BellSouth will pay the Co-Locator Revenue to Landlord for any new Co-Locator sublease within thirty (30) days after it receives notice from Crown that Co-Locator Revenue is due (retroactive to the date upon which the tenant began paying rent under its sublease with Crown). Upon request, Crown shall provide Landlord with a copy of any agreement entered into with any Co-Locator. Notwithstanding the foregoing, Landlord agrees that it will not be entitled to Co- Locator Revenue or share in or receive any portion of any sublease payment or other consideration paid by Crown to BellSouth in connection with any subleasing or sublicensing of the Property or any part thereof by BellSouth to Crown. 4. One _Time Fee. As further consideration for Landlord's willingness to enter into this Amendment, BellSouth agrees to make a one-time payment to Landlord of Twenty Five Thousand Dollars and Noll 00 ($25,000.00) (the "One Time Fee"). Such One Time Fee shall be payable to Landlord within thirty (30) days after Landlord's execution and deliveiy of this Amendment. 5. Capitalized Terms. Capitalized tenns not otherwise defined herein shall have the meanings set forth in the Lease. 6. ~ecordation. At the request of either party, a memorandum of this Amendment, or an amendment to any previously recorded memorandum or short fonn of lease. shall be executed by the parties and recorded in the proper recording office. 7. No Other ~endments. Except as expressly modified by this Amendment, the Lease remains unchanged and in full force and effect. ·~~-;~ ----., .... . .. 3. , Effectiveness. This .t,\inendment shall be effective only upon execution . and'deliver:y by Landlord and BellSouth.of this Amendment. . £,£s · , 8cl1Soulh'~ Initials: -:1#; Laftdlord's Initial~\./ . JKV 093 (ltODJUGUEZ) Ml I :_\90&55\03\ IXSNe'.3!.DOC\39'31.000S 2 ~003 10/li/00 TI'IE 14:13 FAX 9043960663 ROGERS, TOWERS IN WITNESS WHEREOF, the undersigned have executed this Amendment the day and year first above written. Signed, sealed and delivered in the presence of: ~~-~ BELLSOUTH: eB004 Print Name: (h. () ~""~r .1)_,,;--,D -~-~ - Prin~ S'-rAey_Q,/f-J, y BELLSOUTII MOBILITY L,U!__ a Georgia L-L-L 4/ 4/~t.l~HL il,l~U ~(!, /?5 SNe /P?E,H~L By: Officer's Name: 0 tephcn A, rakt Bct1S0111h'$ lniualr-J.• /KV 09) (ROORICU~-- Mll :\90455103\ I XSN03 ! .DOC\3 9632,000S . Title: 61.t..~ -i>.M-t.tJlov-- LANDLORD: 3 10/li/00 TITE 14:lJ FAX 904J96066J ROGERS. TOWERS STAIB OF FLORIDA : ss COUNTY OF J>\J ✓A. \-- The foregoing instrument was acknowledged befor~ me this JJ..!"day of tSi' C.rt) P;J ~ • 2000, by Peter A. Rodriguez. (i!e is personally known to n~r has produced as identification. My Commission Expires: STATE OF FLORIDA COUNTY OF ]) V\I ~L- : ss s;'A';.owyP -;r-; h/ • G o 1\./z..A-f-~ z__ Printed Name of Notary Public: [Seal] The foregoing instrwnent was acknowledged before me this /_ 7'1t day of 8' c:ro ~~ , 2000, by Delia M. Rodrigue0he is personally known to m])or has produced as identification. My Commission Expires: ~,,_.,_,, JJC V O'J3 (ROI>IUGUU) Mll:\90455\03\IXSNOl:.'DOC\39632.000S ·•'.!>'~- V4 /"1, kN'Z-,4-t..,,~ z._ Printed Name of Notary Public: [Seal] 4 ~005 I. 10/li /00 TITE 14: lJ FAX 904J96066J STATE OF GEORGIA COUNlY OF J:='uL-"16)N ROGERS. TOWERS : ss The foregoing instrument was acknowledged before me this /_;).~ay of bee.em~ , 2000, by 5t-epht.A-A. ~~ as ~~·D,.,~ BellSouth Mobility La!... a Georgia t~ on behalf of said corporation. HetShe is personally known to me, My Commission Expires: , .... ,~··· "''""'' J 11'.V 093 (RODIUGUEZ) · Ml I '.'1904SS\03\ I XS1'103!.I>OC\39632.000j /Wdu'lh.J~ Signature of Notary Public i llJeuJ1>1e /}J.. J-bo/llhe Printed Name of~otary - Public: G(,,I.Jtn11d &«n7 O ?--/4um ~ [Seal] 5 ~006 BellSouth Cellular Corp. 1100 Peachtree Street, N.E. Atlanta, GA 30309-4599 FEDERAL EXPRESS August 7, 2000 Peter A. & Delia M. Rodriquez 1545 Main Street Atlantic Beach, FL. 32233 Re: Lease Renewal -Cell Site JAC JHX Dear Lessor: @BELLSOUTH BU# ~G_,L)] DOCTYPE_ 'D ---------- In accordance with the Lease Agreement between Peter and Delia Rodriguez and BellSouth Mobility Inc. and by way of this letter, the current Lease Term is being renewed for a five (5) year extension term. This extension term will commence March 1, 2001 and will terminate February 28, 2006. If you have any questions or concerns, please feel free to contact me at 1-877-231-5447, as I will be your point of contact. It is the intent of BellSouth Cellular Corp. to maintain an excellent relationship with each lessor and on behalf of our company, thank you for your continued cooperation. Debbie Sauls Real Estate Administration Specialist BellSouth Cellular Corp. Enclosures Cc: Wendy Bonner -BellSouth Mobility Jim Watkins -Crown Castle Crown Castle -Headquarters Z 209 433 629 JKV093 329 USPOllt Serice Recel•·)t for CertHled Mall No tnum CoYerlQt Provided. JAC JHX 750038 254 8t11Solltll C.llultr Cor,. 1100 Puchtrtt Strut NE. All1n11. GA J0309 December 7. 1999 Do no( UM lor lntemallonal Mal SH ,..,..,.. IO s PETER A. RODRIGUEZ & DELIA M. RODRIGUEZ po box 106 Ce,tledfee Atlantic ~ch, FL 32233- Relliclld 0eM1,1-f Fee RE: Your Lease with BellSouth or One of its Affiliated Companies Dear Lessor: $ g TOTAL POSllge & Feea ~ l'QlllllltorOale J f BellSouth recently entered into a contract with Crown Castle International ("C of the communications facility located on your property. Under this arrange tower maintenance and site upkeep. Crown will also market the unused spai tenants on the tower other than BellSouth, if any. BellSouth will continue u_..J._...._,lffT'"v:r'1":m'T'ffll:JY".~rs:""------' The agreement with_Crown docs not modify the premises under the lease or the manner in which the premises may be used. BellSouth will remain your tenant and will continue to be responsible for all obligations under the lease, including payment of rents. We require your consent as landlord to bring this site under BellSouth's contract with Crown. By this letter, BellSouth requests your consent to the sublease of the leased premises to Crown and 10 the further sublease by Crown of unused space to other third parries. We acknowledge that the execution of this document by you does not relieve BellSouth of its obligations under the lease. Please provide your consent to the sublease by signing this letter in the space below and returning the signed copy in the enclosed self addressed envelope. We believe that this arrangement will be beneficial both to you as landlord and to BellSouth. BellSouth remains your tenant and retains all responsibilities under the lease. Further, BellSouth will be able to achieve more professional management oftbe tower and maintenance of the site. Crown's business is tower management. We value our relationship and greatly appreciate your assistance in this matter. Should you have any questions, please call l-ln-231-'447 (toll me). Press "I" to have your call directed to our representative handling this matter. If you reach our voice mai~ please~ a message and we will recmn your call with.in 24 hours. Once again. many thanks. /IIU- Stepben A. Brake Assistant Vice President JKV093 Z 209 433 629 8(2.5b5 i ~=R.:.,_ 1 arlCVor 2 lot adlilional -..c.. _ I also wish lo receive lhe fclow.. I ~.,.. 3. 4a..., 411 _ • Ing services {for an extra fee): 0 Pm 'fOUI name -addr-.s on fie,_ of,_ form IO 1111 we c:ai llllum lhs Clldto~. 10 c :::_ tNs tonn 10 11,e 1ron1 of,-rnailpace, or on,. back, apace does nae · Addressee's Address J c Write "Retim ~~on the maipiec:e below,_ M1icle nimier. 2. D Restricted Delivery O c on. Re!um ReceillC wit show to whom 11,e attide -___, _,,. dai. ~- July 18, 1995 Peter A. & Delia M. Rodriquez P. 0. Box 106 Atlantic Beach, Fl 32233 RE: First Five Year Extension of Lease Agreement on JAC-JHX Dear Mr. and Mrs. Rodriquez: @ ?7f;:;:J BellSouth Mobility t) 7660 Phillips Hrghway Su,te 20 Jacksonvrlle. FL 32256 In accordance with the Lease Agreement between you and BellSouth Mobility, we are providing this written notification of our intention to extend this agreement for one additional five year term. Your annual rent will increase to $5,520.00 plus 6.5% sales tax beginning March I, 1996. Your monthly rental payment will be $460.00 plus $29.90 sales tax for a total of $489.90. We look forward to our extended tenant relationship with you. Please feel free to contact me with any questions or concerns you might have concerning our agreement. I can be reached at 904-443-6805. Sincere1y, Sheryl E. Hand Real Estate Manager A BELLSOUTH Company - 'Y --' I-~ .J HX. VOL 7 06 7 PG f 6 8 - OFFICIAL RECORDS This Instrument Prepared by and Return to: A. Duane Bergstrom Wells, Morrison, Davis & Bergstrom, P.A. P.O. Box 3628 Orlando, Florida 32802-3628 M 8 c:,~-' i ~ ':r! t.: ::c :: ,__ NOTICE OF EXERCISE OF OPTION BY BELL.SOUTH MOBILITY INC er a:: = !...I C:· u:i ~~~ ~ I 'l\ ~ WHEREAS, BELLSOUTH MOBILITY INC {"Tenant") and :c LJ E'Feter A. & Delia M. Rodriguez ("Lessor") entered into a certain O"\ o~tion and Lease Agreement dated September 7 __ , 19~, and \.0 \0 N N 0 C en recorded in Official Records :t:sook 7005 , page 1438 , Public Racords of Duval County,; Florida ("Option") ; WHEREAS, the Agreement provides that the Lease Agreement shall become effective on the date Tenant gives Lessor notice of the exercise of the Option, NOW, THEREFORE, Tenant hereby gives public notice of the affirmative exercise of the ·option and that the Lease Agreement became effective March __ 1_, 19 91 • IN WITNESS WHEREOF, Tenant Exercise of Option this February STATE OF FLORIDA, COUNTY OF DUVAL ----- ) ) has executed this ~, 19-2!_. Notice BELLSOUTH MOBILITY INC ayc:i/zdlflll=. Gretel H.Hoff~ General Manager of 11':ne :toregoing instrument was acknowledged befo1.-e rue this February 20 , 19 91 , by Gretel H. Hoffman , General Manager --of BellSouth Mobility Inc_,_ a Geor•;:i,a Corporation, on beh~lf of the corporation. My Commission expires: Property Tax Search Account Detail Login Login is for County Staff Only Account Detail Important Notice The information contained herein does not constitute a title search and should not be relied on as such. There may be additional balances that do NOT display on this website: unpaid liens, installment accounts or deleted accounts. To better serve property owners, homestead and other exemption-related liens filed by the Property Appraiser’s Office have been added to the Tax Collector's software. These exemption-releated liens are now viewable and payable online. These lien types may be researched at the Clerk of Court’s website www.duvalclerk.com. Welcome Property Tax Search Tangible Tax Search Local Business Tax Search Collection Cart Tax Collector Home Search Results Property Tax Account Details Account Property Type Last Update 172325-0000 REAL ESTATE 2/25/2017 11:20:07 PM Mailing Address: PAR PRO LTD PO BOX 330177 ATLANTIC BEACH, FL 32233-0177 SITUS: 1545 MAIN ST 32233 Millage Code USD3 Escrow Code Legal Description 17-2S-29E 5.71 PT GOVT LOT 4 RECD O/R 11544-628 BEING PARCEL 3 Nuisance and Demolition Liens Nuisance and Demolition Liens are NOT included in the Property Tax bill. These liens must be paid separately. Please call (904) 255-7000 for information regarding these specific lien types. No Nuisance or Demolition Liens Found Property Tax Bills Tax Year Folio Owner Name Amount Due 1333981.0000 PAR PRO LTD $0.00 1333723.0000 PAR PRO LTD $0.00 1333236.0000 PAR PRO LTD $0.00 1333082.0000 PAR PRO LTD $0.00 1332723.0000 PAR PRO LTD $0.00 1332051.0000 PAR PRO LTD $0.00 1331267.0000 PAR PRO LTD $0.00 Total $0.00 2013 2012 2011 2010 2009 2008 2007 Pay Current Taxes No Current Taxes. Pay Delinquent Taxes No delinquent payment due for this account. Cart: $0.00 Page 1 of 2Account Detail 2/28/2017http://fl-duval-taxcollector.publicaccessnow.com/propertytaxsearch/accountdetail.aspx?p=... ROW21-0052 0 J Copyright 2017 by Thomson Reuters V11Terms Of UsePrivacy Statement Tax Year Folio Owner Name Amount Due 1299869.0000 PAR PRO LTD $0.00 1298622.0000 PAR PRO LTD $0.00 1291392.0000 PAR PRO LTD $0.00 Total $0.00 2006 2005 2004 Unpaid Tax Certificates No Records Found Page 2 of 2Account Detail 2/28/2017http://fl-duval-taxcollector.publicaccessnow.com/propertytaxsearch/accountdetail.aspx?p=... 11 J tnxTower Report - version 8.0.9.0 Date: June 03, 2021 Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 (770) 379-8500 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Site Number: 9JK0554B Crown Castle Designation: BU Number: 812565 Site Name: Mayport JDE Job Number: 664635 Work Order Number: 1978010 Order Number: 566029 Rev. 0 Engineering Firm Designation: Morrison Hershfield Project Number: CN1-071R2 / 2101398 Site Data: 1545 Main Street, Atlantic Beach, Duval County, FL 32233 Latitude 30° 20' 13'', Longitude -81° 25' 12'' 190 Foot – Rohn Self Support Tower Morrison Hershfield is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 129 mph as required by the 2020 Florida Building Code 7th Edition. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Respectfully submitted by: G. Lance Cooke, P.E. (FL License No. 68787) Senior Engineer Certificate of Authorization # 8508 G. Lance Cooke 2021.06.04 18:00:50-07'00' ROW21-0052 RH MORRISON HERSHFIELD tnxTower Report - version 8.0.9.0 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) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 3 tnxTower Report - version 8.0.9.0 1) INTRODUCTION This tower is a 190ft self support tower designed by Rohn Industries, Inc. The tower was modified per reinforcement drawings prepared by Paul J. Ford and the company in June of 2011. Per the post modification inspection completed by Tower Engineering Professionals, Inc in January of 2012, these modifications have been properly installed and were considered in this analysis. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 129 mph Exposure Category: C Topographic Factor: 1 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 131.0 131.0 3 commscope FFVV-65C-R3-V1 w/ Mount Pipe 7 2 1-5/8 1-1/4 3 ericsson AIR6449 B41_T-MOBILE w/ Mount Pipe 3 ericsson RADIO 4460 B2/B25 B66_TMO 3 ericsson RADIO 4480 B71_TMO 3 Sabre 12' HD V-Boom [#C10857001C] Table 2 - Other Considered Equipment Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 187.0 190.0 3 andrew SBNHH-1D65B w/ Mount Pipe 12 6 3 3 1 1-5/8 3/4 3/8 5/16 7/8 3 commscope NNHH-65B-R4 w/ Mount Pipe 3 commscope NNHH-65B-R4_CCIV2 w/ Mount Pipe 3 ericsson AIR 6449 B77 w/ Mount Pipe 3 ericsson RRUS 4449 B5/B12 3 ericsson RRUS 4478 B14 1 raycap DC9-48-60-24-8C-EV 187.0 3 ericsson RRUS 32 B2 3 ericsson RRUS 32 B30 3 ericsson RRUS 32 B66 2 commscope WCS-IMFQ-AMT-43 6 raycap DC2-48-60-0-9E 1 raycap DC6-48-60-18-8C 1 raycap DC6-48-60-18-8F 1 - Sector Mount [SM 502-3] 178.0 184.0 1 andrew VHLP2-11 - - 183.0 2 andrew VHLP2-18 I I I I II I I I I I I II I I June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 4 tnxTower Report - version 8.0.9.0 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 178.0 178.0 3 kmw communications ETCR-654L12H6 w/ Mount Pipe 3 3 3 1 2C 1-3/16 1/2 7/8 6 ericsson RRUS-11 800MHZ 3 ericsson RRUS 31 B25 3 ericsson RRUS 82 W/SOLAR SHIELD 3 dragonwave HORIZON DUO 3 nokia RADAR FILTER 1 - Sector Mount [SM 502-3] 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Reference Source 4-GEOTECHNICAL REPORTS 111139 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 816089 CCISITES 4-TOWER MANUFACTURER DRAWINGS 225932 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 3009343 CCISITES 4-POST-MODIFICATION INSPECTION 3062154 CCISITES 3.1) Analysis Method tnxTower (version 8.0.9.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Morrison Hershfield should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % Capacity Pass / Fail T1 190 - 180 Leg Pipe 2.875" x 0.276" (2.5 XS) 3 -4.36 78.23 5.6 Pass T2 180 - 160 Leg Pipe 3.5" x 0.300" (3 XS) 29 -28.68 99.18 28.9 Pass T3 160 - 140 Leg Pipe 4.5" x 0.337" (4 XS) 67 -56.29 167.90 33.5 Pass T4 140 - 120 Leg Pipe 5.563" x 0.375" (5 XS) 106 -83.98 251.35 33.4 Pass I I I II II I II~□ II Ill I June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 5 tnxTower Report - version 8.0.9.0 Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % Capacity Pass / Fail T5 120 - 100 Leg Pipe 6.625" x 0.340" (6 EHS) 145 -108.18 256.20 42.2 Pass T6 100 - 80 Leg Pipe 6.625" x 0.432" (6 XS) 172 -134.98 318.83 42.3 Pass T7 80 - 60 Leg Pipe 6.625" x 0.432" (6 XS) 199 -160.02 318.76 50.2 Pass T8 60 - 40 Leg Pipe 8.625" x 0.375" (8 EHS) 226 -184.24 405.62 45.4 Pass T9 40 - 20 Leg Pipe 8.625" x 0.375" (8 EHS) 253 -208.86 405.62 51.5 Pass T10 20 - 0 Leg Pipe 8.625" x 0.500" (8 EH) 280 -220.60 530.71 41.6 Pass T1 190 - 180 Diagonal Pipe 2.375 x 0.154 (2 STD) 12 -3.54 25.36 13.9 Pass T2 180 - 160 Diagonal Pipe 2.375" x 0.218" (2 XS) 33 -7.90 24.29 32.5 Pass T3 160 - 140 Diagonal Pipe 2.375 x 0.154 (2 STD) 72 -6.62 16.10 41.1 Pass T4 140 - 120 Diagonal Pipe 2.375 x 0.154 (2 STD) 111 -8.46 13.83 61.2 Pass T5 120 - 100 Diagonal Pipe 2.875 x 0.203 (2.5 STD) 150 -9.94 17.25 57.6 Pass T6 100 - 80 Diagonal Pipe 3.5" x 0.216" (3 STD) 177 -9.79 29.92 32.7 Pass T7 80 - 60 Diagonal Pipe 3.5" x 0.216" (3 STD) 203 -9.47 26.02 36.4 Pass T8 60 - 40 Diagonal Pipe 3.5" x 0.216" (3 STD) 230 -10.30 23.18 44.4 Pass T9 40 - 20 Diagonal Pipe 3.5" x 0.216" (3 STD) 257 -10.71 20.36 52.6 Pass T10 20 - 0 Diagonal (37515-2715) 2.875" x .276" Pipe w/ 3.5" x .300" Half Sleeve 284 -16.25 35.39 45.9 Pass T1 190 - 180 Horizontal Pipe 1.9" x 0.145" (1.5 STD) 10 -2.46 23.71 10.4 Pass T2 180 - 160 Horizontal Pipe 1.9" x 0.145" (1.5 STD) 31 -4.23 23.65 17.9 Pass T3 160 - 140 Horizontal Pipe 1.9" x 0.145" (1.5 STD) 70 -4.10 20.10 20.4 Pass T4 140 - 120 Horizontal Pipe 2.375" x 0.154" (2 STD) 109 -5.80 28.71 20.2 20.9 (b) Pass T5 120 - 100 Horizontal Pipe 2.375" x 0.154" (2 STD) 148 -5.98 23.79 25.1 Pass T6 100 - 80 Horizontal Pipe 2.375" x 0.154" (2 STD) 175 -6.45 17.73 36.4 Pass T7 80 - 60 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 202 -6.70 30.07 22.3 24.3 (b) Pass T8 60 - 40 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 229 -7.64 23.50 32.5 Pass T9 40 - 20 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 256 -7.99 18.71 42.7 Pass T10 20 - 0 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 283 -8.97 16.85 53.2 Pass T1 190 - 180 Top Girt Pipe 1.9" x 0.145" (1.5 STD) 5 -0.73 19.48 3.8 Pass T10 20 - 0 Redund Horz 1 Bracing Pipe 1.9" x 0.145" (1.5 STD) 304 -0.84 14.41 5.8 7.5 (b) Pass T10 20 - 0 Redund Diag 1 Bracing Pipe 2.375 x 0.154 (2 STD) 293 -0.77 9.45 8.2 Pass T10 20 - 0 Redund Hip 1 Bracing Pipe 1.9" x 0.145" (1.5 STD) 308 -0.03 12.89 0.2 Pass June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 6 tnxTower Report - version 8.0.9.0 Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % Capacity Pass / Fail T10 20 - 0 Redund Hip Diagonal 1 Bracing Pipe 2.875" x 0.203" (2.5 STD) 298 -0.05 11.09 0.5 Pass T1 190 - 180 Inner Bracing L 2 x 2 x 1/8 16 -0.00 8.80 0.1 Pass T2 180 - 160 Inner Bracing L 2 x 2 x 1/8 41 -0.00 8.65 0.1 Pass T3 160 - 140 Inner Bracing L 2 x 2 x 1/8 81 -0.00 6.37 0.1 Pass T4 140 - 120 Inner Bracing L 2 x 2 x 1/8 120 -0.01 4.37 0.1 Pass T5 120 - 100 Inner Bracing L 2 x 2 x 1/8 159 -0.01 3.28 0.2 Pass T6 100 - 80 Inner Bracing L 2.5 x 2.5 x 3/16 186 -0.01 6.92 0.2 Pass T7 80 - 60 Inner Bracing L 3 x 3 x 3/16 213 -0.01 9.09 0.1 Pass T8 60 - 40 Inner Bracing L 3.5 x 3.5 x 1/4 240 -0.01 14.80 0.1 Pass T9 40 - 20 Inner Bracing L 3.5 x 3.5 x 1/4 267 -0.01 11.87 0.2 Pass T10 20 - 0 Inner Bracing Pipe 2.375 x 0.154 (2 STD) 312 -0.01 6.92 0.2 Pass Summary Leg (T9) 51.5 Pass Diagonal (T4) 61.2 Pass Horizontal (T10) 53.2 Pass Top Girt (T1) 3.8 Pass Redund Horz 1 Bracing (T10) 7.5 Pass Redund Diag 1 Bracing (T10) 8.2 Pass Redund Hip 1 Bracing (T10) 0.2 Pass Redund Hip Diagonal 1 Bracing (T10) 0.5 Pass Inner Bracing (T10) 0.2 Pass Bolt Checks 40.0 Pass Rating = 61.2 Pass June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 7 tnxTower Report - version 8.0.9.0 Table 5 - Tower Component Stresses vs. Capacity – LC7 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 35.7 Pass 1 Base Foundation (Structure) 0 8.0 Pass 1 Base Foundation (Soil Interaction) 42.8 Pass Structure Rating (max from all components) = 61.2%* Notes: 1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity consumed. 2) .*Rating per TIA-222-H, Section 15.5. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report - version 8.0.9.0 APPENDIX A TNXTOWER OUTPUT Consulting Engineers Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 Phone: (770) 379-8500 FAX: (770) 379-8501 Job: CN1-071R2 / 2101398 Project: 812565 / Mayport Client: Crown Castle USA Drawn by: RBA App'd: Code: TIA-222-H Date: 06/03/21 Scale: NTS Path: C:\Users\RAllada\Desktop\Live Jobs\CN1-071s\CN1-071R2 SA\Analysis\CN1-071R1 BU_812565 WO_1978010.eri Dwg No. E-1 190.0 ft 180.0 ft 160.0 ft 140.0 ft 120.0 ft 100.0 ft 80.0 ft 60.0 ft 40.0 ft 20.0 ft 0.0 ft REACTIONS - 129.0 mph WIND TORQUE 89 kip-ft 50 K SHEAR 5478 kip-ft MOMENT 56 K AXIAL SHEAR: 28 K UPLIFT: -213 K SHEAR: 31 K DOWN: 244 K MAX. CORNER REACTIONS AT BASE: ARE FACTORED ALL REACTIONS S e c t i o n T1 T2 T3 T4 T5 T6 T7 T8 T9 T1 0 L e g s A Pi p e 3 . 5 " x 0 . 3 0 0 " ( 3 X S ) Pi p e 4 . 5 " x 0 . 3 3 7 " ( 4 X S ) B C Pi p e 6 . 6 2 5 " x 0 . 4 3 2 " ( 6 X S ) Pi p e 8 . 6 2 5 " x 0 . 3 7 5 " ( 8 E H S ) D L e g G r a d e A5 7 2 - 5 0 D i a g o n a l s E F Pi p e 2 . 3 7 5 x 0 . 1 5 4 ( 2 S T D ) G Pi p e 3 . 5 " x 0 . 2 1 6 " ( 3 S T D ) H D i a g o n a l G r a d e A5 7 2 - 5 0 T o p G i r t s I N. A . H o r i z o n t a l s Pi p e 1 . 9 " x 0 . 1 4 5 " ( 1 . 5 S T D ) Pi p e 2 . 3 7 5 " x 0 . 1 5 4 " ( 2 S T D ) Pi p e 2 . 8 7 5 x 0 . 2 0 3 ( 2 . 5 S T D ) R e d . H o r i z o n t a l s N. A . I R e d . D i a g o n a l s N. A . E R e d . H i p s N. A . I I n n e r B r a c i n g L 2 x 2 x 1 / 8 L 2 . 5 x 2 . 5 x 3 / 1 6 L 3 x 3 x 3 / 1 6 L 3 . 5 x 3 . 5 x 1 / 4 E F a c e W i d t h ( f t ) 8. 5 8. 5 4 1 6 8. 6 2 5 10 . 7 0 8 3 12 . 7 9 1 6 15 . 1 2 5 17 . 5 4 1 6 20 . 1 7 7 22 . 6 7 7 25 . 1 7 7 27 . 6 7 7 # P a n e l s @ ( f t ) 2 @ 5 9 @ 6 . 6 6 6 6 7 10 @ 1 0 1 @ 2 0 W e i g h t ( K ) 0. 7 1. 6 1. 7 2. 3 2. 6 3. 4 3. 8 4. 4 4. 6 5. 7 31 . 0 SYMBOL LIST MARK MARKSIZE SIZE A Pipe 2.875" x 0.276" (2.5 XS) B Pipe 5.563" x 0.375" (5 XS) C Pipe 6.625" x 0.340" (6 EHS) D Pipe 8.625" x 0.500" (8 EH) E Pipe 2.375 x 0.154 (2 STD) F Pipe 2.375" x 0.218" (2 XS) G Pipe 2.875 x 0.203 (2.5 STD) H (37515-2715) 2.875" x .276" Pipe w/ 3.5" x .300" Half Sleeve I Pipe 1.9" x 0.145" (1.5 STD) MATERIAL STRENGTH GRADE GRADEFy FyFu Fu A572-50 50 ksi 65 ksi TOWER DESIGN NOTES 1. Tower is located in Duval County, Florida. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 129.0 mph basic wind in accordance with the TIA-222-H Standard. 4. Deflections are based upon a 60.0 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. TOWER RATING: 61.2% ------- >-------+---I I -------II I ---- - -->-- - ------ ------ ----- -->--- -- - --- June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 9 tnxTower Report - version 8.0.9.0 Tower Input Data The main tower is a 3x free standing tower with an overall height of 190.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 8.50 ft at the top and 27.68 ft at the base. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Duval County, Florida. Tower base elevation above sea level: 12.00 ft. Basic wind speed of 129.0 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 60.0 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fw) = 0.95. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area √ SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients √ Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption √ Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles √ Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 10 tnxTower Report - version 8.0.9.0 Leg B Leg C Leg A F a c e A F a c e B Face C Triangular Tower Wind Normal Wind 90 Wind 180 Z X Tower Section Geometry Tower Section Tower Elevation ft Assembly Database Description Section Width ft Number of Sections Section Length ft T1 190.00-180.00 8.50 1 10.00 T2 180.00-160.00 8.54 1 20.00 T3 160.00-140.00 8.63 1 20.00 T4 140.00-120.00 10.71 1 20.00 T5 120.00-100.00 12.79 1 20.00 T6 100.00-80.00 15.13 1 20.00 T7 80.00-60.00 17.54 1 20.00 T8 60.00-40.00 20.18 1 20.00 T9 40.00-20.00 22.68 1 20.00 T10 20.00-0.00 25.18 1 20.00 Tower Section Geometry (cont’d) Tower Section Tower Elevation ft Diagonal Spacing ft Bracing Type Has K Brace End Panels Has Horizontals Top Girt Offset in Bottom Girt Offset in T1 190.00-180.00 5.00 K Brace Down No Yes 0.000 0.000 T2 180.00-160.00 6.67 K Brace Down No Yes 0.000 0.000 T3 160.00-140.00 6.67 K Brace Down No Yes 0.000 0.000 T4 140.00-120.00 6.67 K Brace Down No Yes 0.000 0.000 T5 120.00-100.00 10.00 K Brace Down No Yes 0.000 0.000 T6 100.00-80.00 10.00 K Brace Down No Yes 0.000 0.000 T7 80.00-60.00 10.00 K Brace Down No Yes 0.000 0.000 T8 60.00-40.00 10.00 K Brace Down No Yes 0.000 0.000 T9 40.00-20.00 10.00 K Brace Down No Yes 0.000 0.000 T10 20.00-0.00 20.00 K1 Down No Yes 0.000 0.000 l L_ June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 11 tnxTower Report - version 8.0.9.0 Tower Section Geometry (cont’d) Tower Elevation ft Leg Type Leg Size Leg Grade Diagonal Type Diagonal Size Diagonal Grade T1 190.00- 180.00 Pipe Pipe 2.875'' x 0.276'' (2.5 XS) A572-50 (50 ksi) Pipe Pipe 2.375 x 0.154 (2 STD) A572-50 (50 ksi) T2 180.00- 160.00 Pipe Pipe 3.5'' x 0.300'' (3 XS) A572-50 (50 ksi) Pipe Pipe 2.375'' x 0.218'' (2 XS) A572-50 (50 ksi) T3 160.00- 140.00 Pipe Pipe 4.5'' x 0.337'' (4 XS) A572-50 (50 ksi) Pipe Pipe 2.375 x 0.154 (2 STD) A572-50 (50 ksi) T4 140.00- 120.00 Pipe Pipe 5.563'' x 0.375'' (5 XS) A572-50 (50 ksi) Pipe Pipe 2.375 x 0.154 (2 STD) A572-50 (50 ksi) T5 120.00- 100.00 Pipe Pipe 6.625'' x 0.340'' (6 EHS) A572-50 (50 ksi) Pipe Pipe 2.875 x 0.203 (2.5 STD) A572-50 (50 ksi) T6 100.00- 80.00 Pipe Pipe 6.625'' x 0.432'' (6 XS) A572-50 (50 ksi) Pipe Pipe 3.5'' x 0.216'' (3 STD) A572-50 (50 ksi) T7 80.00-60.00 Pipe Pipe 6.625'' x 0.432'' (6 XS) A572-50 (50 ksi) Pipe Pipe 3.5'' x 0.216'' (3 STD) A572-50 (50 ksi) T8 60.00-40.00 Pipe Pipe 8.625'' x 0.375'' (8 EHS) A572-50 (50 ksi) Pipe Pipe 3.5'' x 0.216'' (3 STD) A572-50 (50 ksi) T9 40.00-20.00 Pipe Pipe 8.625'' x 0.375'' (8 EHS) A572-50 (50 ksi) Pipe Pipe 3.5'' x 0.216'' (3 STD) A572-50 (50 ksi) T10 20.00-0.00 Pipe Pipe 8.625'' x 0.500'' (8 EH) A572-50 (50 ksi) Arbitrary Shape (37515-2715) 2.875'' x .276'' Pipe w/ 3.5'' x .300'' Half Sleeve A572-50 (50 ksi) Tower Section Geometry (cont’d) Tower Elevation ft Top Girt Type Top Girt Size Top Girt Grade Bottom Girt Type Bottom Girt Size Bottom Girt Grade T1 190.00- 180.00 Pipe Pipe 1.9'' x 0.145'' (1.5 STD) A36 (36 ksi) Solid Round A36 (36 ksi) Tower Section Geometry (cont’d) Tower Elevation ft No. of Mid Girts Mid Girt Type Mid Girt Size Mid Girt Grade Horizontal Type Horizontal Size Horizontal Grade T1 190.00- 180.00 None Flat Bar A36 (36 ksi) Pipe Pipe 1.9'' x 0.145'' (1.5 STD) A572-50 (50 ksi) T2 180.00- 160.00 None Flat Bar A36 (36 ksi) Pipe Pipe 1.9'' x 0.145'' (1.5 STD) A572-50 (50 ksi) T3 160.00- 140.00 None Flat Bar A36 (36 ksi) Pipe Pipe 1.9'' x 0.145'' (1.5 STD) A572-50 (50 ksi) T4 140.00- 120.00 None Flat Bar A36 (36 ksi) Pipe Pipe 2.375'' x 0.154'' (2 STD) A572-50 (50 ksi) T5 120.00- 100.00 None Flat Bar A36 (36 ksi) Pipe Pipe 2.375'' x 0.154'' (2 STD) A572-50 (50 ksi) T6 100.00- 80.00 None Flat Bar A36 (36 ksi) Pipe Pipe 2.375'' x 0.154'' (2 STD) A572-50 (50 ksi) T7 80.00-60.00 None Flat Bar A36 (36 ksi) Pipe Pipe 2.875 x 0.203 (2.5 STD) A572-50 (50 ksi) T8 60.00-40.00 None Flat Bar A36 (36 ksi) Pipe Pipe 2.875 x 0.203 (2.5 STD) A572-50 (50 ksi) T9 40.00-20.00 None Flat Bar A36 (36 ksi) Pipe Pipe 2.875 x 0.203 (2.5 STD) A572-50 (50 ksi) T10 20.00-0.00 None Flat Bar A36 (36 ksi) Pipe Pipe 2.875 x 0.203 (2.5 STD) A572-50 (50 ksi) June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 12 tnxTower Report - version 8.0.9.0 Tower Section Geometry (cont’d) Tower Elevation ft Secondary Horizontal Type Secondary Horizontal Size Secondary Horizontal Grade Inner Bracing Type Inner Bracing Size Inner Bracing Grade T1 190.00- 180.00 Solid Round A572-50 (50 ksi) Equal Angle L 2 x 2 x 1/8 A36 (36 ksi) T2 180.00- 160.00 Solid Round A572-50 (50 ksi) Equal Angle L 2 x 2 x 1/8 A36 (36 ksi) T3 160.00- 140.00 Solid Round A572-50 (50 ksi) Equal Angle L 2 x 2 x 1/8 A36 (36 ksi) T4 140.00- 120.00 Solid Round A572-50 (50 ksi) Equal Angle L 2 x 2 x 1/8 A36 (36 ksi) T5 120.00- 100.00 Solid Round A572-50 (50 ksi) Equal Angle L 2 x 2 x 1/8 A36 (36 ksi) T6 100.00- 80.00 Solid Round A572-50 (50 ksi) Equal Angle L 2.5 x 2.5 x 3/16 A36 (36 ksi) T7 80.00-60.00 Solid Round A572-50 (50 ksi) Equal Angle L 3 x 3 x 3/16 A572-50 (50 ksi) T8 60.00-40.00 Solid Round A572-50 (50 ksi) Equal Angle L 3.5 x 3.5 x 1/4 A572-50 (50 ksi) T9 40.00-20.00 Solid Round A572-50 (50 ksi) Equal Angle L 3.5 x 3.5 x 1/4 A572-50 (50 ksi) T10 20.00-0.00 Solid Round A572-50 (50 ksi) Pipe Pipe 2.375 x 0.154 (2 STD) A572-50 (50 ksi) Tower Section Geometry (cont’d) Tower Elevation ft Redundant Bracing Grade Redundant Type Redundant Size K Factor T10 20.00- 0.00 A500-46 (46 ksi) Horizontal (1) Diagonal (1) Hip (1) Hip Diagonal (1) Pipe Pipe Pipe Pipe Pipe 1.9'' x 0.145'' (1.5 STD) Pipe 2.375 x 0.154 (2 STD) Pipe 1.9'' x 0.145'' (1.5 STD) Pipe 2.875'' x 0.203'' (2.5 STD) 1 1 1 1 Tower Section Geometry (cont’d) Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in T1 190.00- 180.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T2 180.00- 160.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T3 160.00- 140.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T4 140.00- 120.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T5 120.00- 100.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T6 100.00- 80.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T7 80.00- 60.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T8 60.00- 40.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 13 tnxTower Report - version 8.0.9.0 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in T9 40.00- 20.00 0.00 0.250 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 T10 20.00- 0.00 0.00 0.375 A36 (36 ksi) 1 1 1 0.000 0.000 36.000 Tower Section Geometry (cont’d) K Factors1 Tower Elevation ft Calc K Single Angles Calc K Solid Rounds Legs X Brace Diags X Y K Brace Diags X Y Single Diags X Y Girts X Y Horiz. X Y Sec. Horiz. X Y Inner Brace X Y T1 190.00- 180.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T2 180.00- 160.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T3 160.00- 140.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T4 140.00- 120.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T5 120.00- 100.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T6 100.00- 80.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T7 80.00- 60.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T8 60.00- 40.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T9 40.00- 20.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T10 20.00- 0.00 Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of- plane direction applied to the overall length. Tower Section Geometry (cont’d) Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U T1 190.00- 180.00 0.000 1 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T2 180.00- 160.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T3 160.00- 140.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T4 140.00- 120.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T5 120.00- 100.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T6 100.00- 80.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T7 80.00- 60.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T8 60.00- 40.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 14 tnxTower Report - version 8.0.9.0 Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U T9 40.00- 20.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 T10 20.00- 0.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 0.75 Tower Elevation ft Redundant Horizontal Redundant Diagonal Redundant Sub- Diagonal Redundant Sub- Horizontal Redundant Vertical Redundant Hip Redundant Hip Diagonal Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U Net Width Deduct in U T1 190.00- 180.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T2 180.00- 160.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T3 160.00- 140.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T4 140.00- 120.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T5 120.00- 100.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T6 100.00- 80.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T7 80.00- 60.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T8 60.00- 40.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T9 40.00- 20.00 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 T10 20.00- 0.00 0.000 1 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 1 0.000 1 Tower Section Geometry (cont’d) Tower Elevation ft Leg Connection Type Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. T1 190.00- 180.00 Flange 1.000 A325N 4 0.625 A325X 3 0.625 A325N 2 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T2 180.00- 160.00 Flange 1.000 A325N 4 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T3 160.00- 140.00 Flange 1.000 A325N 4 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T4 140.00- 120.00 Flange 1.000 A325N 6 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T5 120.00- 100.00 Flange 1.000 A325N 6 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T6 100.00- 80.00 Flange 1.000 A325N 6 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T7 80.00- 60.00 Flange 1.000 A325N 8 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T8 60.00- 40.00 Flange 1.000 A325N 8 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T9 40.00- 20.00 Flange 1.000 A325N 8 0.625 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 2 0.625 A325N 0 T10 20.00- 0.00 Flange 1.000 A354-BC 0 0.750 A325X 3 0.000 A325N 0 0.625 A325N 0 0.625 A325N 0 0.750 A325X 2 0.625 A325N 0 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 15 tnxTower Report - version 8.0.9.0 Tower Section Geometry (cont’d) Tower Elevation ft Redundant Horizontal Redundant Diagonal Redundant Sub- Diagonal Redundant Sub- Horizontal Redundant Vertical Redundant Hip Redundant Hip Diagonal Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. Bolt Size in No. T1 190.00- 180.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T2 180.00- 160.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T3 160.00- 140.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T4 140.00- 120.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T5 120.00- 100.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T6 100.00- 80.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T7 80.00- 60.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T8 60.00- 40.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T9 40.00- 20.00 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 T10 20.00- 0.00 0.625 A325N 1 0.625 A325N 1 0.625 A325N 0 0.625 A325N 0 0.625 A325N 0 0.625 A325X 1 1.000 A325X 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face or Leg Allow Shield Exclude From Torque Calculation Componen t Type Placement ft Face Offset in Lateral Offset (Frac FW) # # Per Row Clear Spacin g in Width or Diameter in Perimete r in Weight plf ****** Safety Line 3/8 B No No Ar (CaAa) 190.00 - 3.00 0.000 0.5 1 1 0.375 0.375 0.22 Climbing Pegs B No No Ar (CaAa) 190.00 - 3.00 0.000 0.5 1 1 0.705 0.705 1.80 ****** ATCB- B01(5/16) B No No Ar (CaAa) 187.00 - 6.00 -4.000 0.375 3 3 0.500 0.315 0.07 LDF7-50A(1- 5/8) B No No Ar (CaAa) 187.00 - 6.00 -1.000 0.35 12 12 0.500 1.980 0.82 FB-L98B- 002- 50000(3/8) B No No Ar (CaAa) 187.00 - 6.00 -1.000 0.4 2 1 0.500 0.394 0.06 FB-L98B- 002- XXX(3/8) B No No Ar (CaAa) 187.00 - 6.00 -4.000 0.35 1 1 0.500 0.394 0.06 RLSS 8AWG DC(3/4) B No No Ar (CaAa) 187.00 - 6.00 -4.000 0.39 6 6 0.500 0.735 0.49 *** PWRT-606- S(7/8) B No No Ar (CaAa) 187.00 - 6.00 -4.000 0.31 1 1 0.500 0.920 0.89 ***** 2'' Rigid Conduit C No No Ar (CaAa) 178.00 - 6.00 -1.000 -0.45 1 1 0.500 2.000 2.80 LDF4- 50A(1/2) C No No Ar (CaAa) 178.00 - 6.00 -1.000 -0.45 3 3 0.625 0.625 0.00 TSZ 999 067/XXXM- 8AWG(1- 3/16) C No No Ar (CaAa) 178.00 - 6.00 -1.000 -0.46 3 2 1.190 1.190 1.07 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 16 tnxTower Report - version 8.0.9.0 Description Face or Leg Allow Shield Exclude From Torque Calculation Componen t Type Placement ft Face Offset in Lateral Offset (Frac FW) # # Per Row Clear Spacin g in Width or Diameter in Perimete r in Weight plf FIBER ONLY CABLE 48(7/8) C No No Ar (CaAa) 178.00 - 6.00 -1.000 -0.44 1 1 0.500 0.867 0.00 ****** ****** AVA7-50(1- 5/8) A No No Ar (CaAa) 131.00 - 6.00 0.000 0.48 1 1 2.010 2.010 0.70 LDF7-50A(1- 5/8) A No No Ar (CaAa) 131.00 - 6.00 0.000 0.48 3 2 1.980 1.980 0.82 C4006L- NFNF(1-1/4) A No No Ar (CaAa) 131.00 - 6.00 0.000 0.45 2 2 1.280 1.280 0.56 *** HB158- 21U6S24- xxM_TMO(1- 5/8) A No No Ar (CaAa) 131.00 - 6.00 0.000 0.4 3 2 1.996 1.996 2.50 ****** Feed Line/Linear Appurtenances Section Areas Tower Sectio n Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K T1 190.00-180.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22.931 0.000 0.000 0.000 0.000 0.00 0.12 0.00 T2 180.00-160.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 64.592 14.962 0.000 0.000 0.000 0.00 0.32 0.11 T3 160.00-140.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 64.592 16.624 0.000 0.000 0.000 0.00 0.32 0.12 T4 140.00-120.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 18.148 64.592 16.624 0.000 0.000 0.000 0.13 0.32 0.12 T5 120.00-100.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 32.996 64.592 16.624 0.000 0.000 0.000 0.24 0.32 0.12 T6 100.00-80.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 32.996 64.592 16.624 0.000 0.000 0.000 0.24 0.32 0.12 T7 80.00-60.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 32.996 64.592 16.624 0.000 0.000 0.000 0.24 0.32 0.12 T8 60.00-40.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 32.996 64.592 16.624 0.000 0.000 0.000 0.24 0.32 0.12 T9 40.00-20.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 32.996 64.592 16.624 0.000 0.000 0.000 0.24 0.32 0.12 T10 20.00-0.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 23.097 45.539 11.637 0.000 0.000 0.000 0.16 0.23 0.08 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in T1 190.00-180.00 11.919 7.620 11.919 7.620 T2 180.00-160.00 19.306 11.063 19.101 10.968 T3 160.00-140.00 21.014 12.023 20.224 11.648 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 17 tnxTower Report - version 8.0.9.0 Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in T4 140.00-120.00 19.976 4.151 18.746 3.931 T5 120.00-100.00 20.761 -1.968 18.967 -1.819 T6 100.00-80.00 22.943 -2.197 20.946 -2.029 T7 80.00-60.00 25.143 -2.430 23.079 -2.253 T8 60.00-40.00 26.196 -2.561 23.734 -2.345 T9 40.00-20.00 28.362 -2.786 25.716 -2.552 T10 20.00-0.00 25.568 -2.390 22.671 -2.141 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T1 2 Safety Line 3/8 180.00 - 190.00 0.6000 0.6000 T1 3 Climbing Pegs 180.00 - 190.00 0.6000 0.6000 T1 5 ATCB-B01(5/16) 180.00 - 187.00 0.6000 0.6000 T1 6 LDF7-50A(1-5/8) 180.00 - 187.00 0.6000 0.6000 T1 7 FB-L98B-002-50000(3/8) 180.00 - 187.00 0.6000 0.6000 T1 8 FB-L98B-002-XXX(3/8) 180.00 - 187.00 0.6000 0.6000 T1 9 RLSS 8AWG DC(3/4) 180.00 - 187.00 0.6000 0.6000 T1 11 PWRT-606-S(7/8) 180.00 - 187.00 0.6000 0.6000 T2 2 Safety Line 3/8 160.00 - 180.00 0.6000 0.6000 T2 3 Climbing Pegs 160.00 - 180.00 0.6000 0.6000 T2 5 ATCB-B01(5/16) 160.00 - 180.00 0.6000 0.6000 T2 6 LDF7-50A(1-5/8) 160.00 - 180.00 0.6000 0.6000 T2 7 FB-L98B-002-50000(3/8) 160.00 - 180.00 0.6000 0.6000 T2 8 FB-L98B-002-XXX(3/8) 160.00 - 180.00 0.6000 0.6000 T2 9 RLSS 8AWG DC(3/4) 160.00 - 180.00 0.6000 0.6000 T2 11 PWRT-606-S(7/8) 160.00 - 180.00 0.6000 0.6000 T2 13 2" Rigid Conduit 160.00 - 178.00 0.6000 0.6000 T2 14 LDF4-50A(1/2) 160.00 - 178.00 0.6000 0.6000 T2 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 160.00 - 178.00 0.6000 0.6000 T2 16 FIBER ONLY CABLE 48(7/8) 160.00 - 178.00 0.6000 0.6000 T3 2 Safety Line 3/8 140.00 - 160.00 0.6000 0.6000 T3 3 Climbing Pegs 140.00 - 160.00 0.6000 0.6000 T3 5 ATCB-B01(5/16) 140.00 - 160.00 0.6000 0.6000 T3 6 LDF7-50A(1-5/8) 140.00 - 160.00 0.6000 0.6000 T3 7 FB-L98B-002-50000(3/8) 140.00 - 160.00 0.6000 0.6000 T3 8 FB-L98B-002-XXX(3/8) 140.00 - 160.00 0.6000 0.6000 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 18 tnxTower Report - version 8.0.9.0 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T3 9 RLSS 8AWG DC(3/4) 140.00 - 160.00 0.6000 0.6000 T3 11 PWRT-606-S(7/8) 140.00 - 160.00 0.6000 0.6000 T3 13 2" Rigid Conduit 140.00 - 160.00 0.6000 0.6000 T3 14 LDF4-50A(1/2) 140.00 - 160.00 0.6000 0.6000 T3 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 140.00 - 160.00 0.6000 0.6000 T3 16 FIBER ONLY CABLE 48(7/8) 140.00 - 160.00 0.6000 0.6000 T4 2 Safety Line 3/8 120.00 - 140.00 0.6000 0.6000 T4 3 Climbing Pegs 120.00 - 140.00 0.6000 0.6000 T4 5 ATCB-B01(5/16) 120.00 - 140.00 0.6000 0.6000 T4 6 LDF7-50A(1-5/8) 120.00 - 140.00 0.6000 0.6000 T4 7 FB-L98B-002-50000(3/8) 120.00 - 140.00 0.6000 0.6000 T4 8 FB-L98B-002-XXX(3/8) 120.00 - 140.00 0.6000 0.6000 T4 9 RLSS 8AWG DC(3/4) 120.00 - 140.00 0.6000 0.6000 T4 11 PWRT-606-S(7/8) 120.00 - 140.00 0.6000 0.6000 T4 13 2" Rigid Conduit 120.00 - 140.00 0.6000 0.6000 T4 14 LDF4-50A(1/2) 120.00 - 140.00 0.6000 0.6000 T4 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 120.00 - 140.00 0.6000 0.6000 T4 16 FIBER ONLY CABLE 48(7/8) 120.00 - 140.00 0.6000 0.6000 T4 21 AVA7-50(1-5/8) 120.00 - 131.00 0.6000 0.6000 T4 22 LDF7-50A(1-5/8) 120.00 - 131.00 0.6000 0.6000 T4 23 C4006L-NFNF(1-1/4) 120.00 - 131.00 0.6000 0.6000 T4 26 HB158-21U6S24- xxM_TMO(1-5/8) 120.00 - 131.00 0.6000 0.6000 T5 2 Safety Line 3/8 100.00 - 120.00 0.6000 0.6000 T5 3 Climbing Pegs 100.00 - 120.00 0.6000 0.6000 T5 5 ATCB-B01(5/16) 100.00 - 120.00 0.6000 0.6000 T5 6 LDF7-50A(1-5/8) 100.00 - 120.00 0.6000 0.6000 T5 7 FB-L98B-002-50000(3/8) 100.00 - 120.00 0.6000 0.6000 T5 8 FB-L98B-002-XXX(3/8) 100.00 - 120.00 0.6000 0.6000 T5 9 RLSS 8AWG DC(3/4) 100.00 - 120.00 0.6000 0.6000 T5 11 PWRT-606-S(7/8) 100.00 - 120.00 0.6000 0.6000 T5 13 2" Rigid Conduit 100.00 - 120.00 0.6000 0.6000 T5 14 LDF4-50A(1/2) 100.00 - 120.00 0.6000 0.6000 T5 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 100.00 - 120.00 0.6000 0.6000 T5 16 FIBER ONLY CABLE 48(7/8) 100.00 - 120.00 0.6000 0.6000 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 19 tnxTower Report - version 8.0.9.0 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T5 21 AVA7-50(1-5/8) 100.00 - 120.00 0.6000 0.6000 T5 22 LDF7-50A(1-5/8) 100.00 - 120.00 0.6000 0.6000 T5 23 C4006L-NFNF(1-1/4) 100.00 - 120.00 0.6000 0.6000 T5 26 HB158-21U6S24- xxM_TMO(1-5/8) 100.00 - 120.00 0.6000 0.6000 T6 2 Safety Line 3/8 80.00 - 100.00 0.6000 0.6000 T6 3 Climbing Pegs 80.00 - 100.00 0.6000 0.6000 T6 5 ATCB-B01(5/16) 80.00 - 100.00 0.6000 0.6000 T6 6 LDF7-50A(1-5/8) 80.00 - 100.00 0.6000 0.6000 T6 7 FB-L98B-002-50000(3/8) 80.00 - 100.00 0.6000 0.6000 T6 8 FB-L98B-002-XXX(3/8) 80.00 - 100.00 0.6000 0.6000 T6 9 RLSS 8AWG DC(3/4) 80.00 - 100.00 0.6000 0.6000 T6 11 PWRT-606-S(7/8) 80.00 - 100.00 0.6000 0.6000 T6 13 2" Rigid Conduit 80.00 - 100.00 0.6000 0.6000 T6 14 LDF4-50A(1/2) 80.00 - 100.00 0.6000 0.6000 T6 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 80.00 - 100.00 0.6000 0.6000 T6 16 FIBER ONLY CABLE 48(7/8) 80.00 - 100.00 0.6000 0.6000 T6 21 AVA7-50(1-5/8) 80.00 - 100.00 0.6000 0.6000 T6 22 LDF7-50A(1-5/8) 80.00 - 100.00 0.6000 0.6000 T6 23 C4006L-NFNF(1-1/4) 80.00 - 100.00 0.6000 0.6000 T6 26 HB158-21U6S24- xxM_TMO(1-5/8) 80.00 - 100.00 0.6000 0.6000 T7 2 Safety Line 3/8 60.00 - 80.00 0.6000 0.6000 T7 3 Climbing Pegs 60.00 - 80.00 0.6000 0.6000 T7 5 ATCB-B01(5/16) 60.00 - 80.00 0.6000 0.6000 T7 6 LDF7-50A(1-5/8) 60.00 - 80.00 0.6000 0.6000 T7 7 FB-L98B-002-50000(3/8) 60.00 - 80.00 0.6000 0.6000 T7 8 FB-L98B-002-XXX(3/8) 60.00 - 80.00 0.6000 0.6000 T7 9 RLSS 8AWG DC(3/4) 60.00 - 80.00 0.6000 0.6000 T7 11 PWRT-606-S(7/8) 60.00 - 80.00 0.6000 0.6000 T7 13 2" Rigid Conduit 60.00 - 80.00 0.6000 0.6000 T7 14 LDF4-50A(1/2) 60.00 - 80.00 0.6000 0.6000 T7 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 60.00 - 80.00 0.6000 0.6000 T7 16 FIBER ONLY CABLE 48(7/8) 60.00 - 80.00 0.6000 0.6000 T7 21 AVA7-50(1-5/8) 60.00 - 80.00 0.6000 0.6000 T7 22 LDF7-50A(1-5/8) 60.00 - 80.00 0.6000 0.6000 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 20 tnxTower Report - version 8.0.9.0 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T7 23 C4006L-NFNF(1-1/4) 60.00 - 80.00 0.6000 0.6000 T7 26 HB158-21U6S24- xxM_TMO(1-5/8) 60.00 - 80.00 0.6000 0.6000 T8 2 Safety Line 3/8 40.00 - 60.00 0.6000 0.6000 T8 3 Climbing Pegs 40.00 - 60.00 0.6000 0.6000 T8 5 ATCB-B01(5/16) 40.00 - 60.00 0.6000 0.6000 T8 6 LDF7-50A(1-5/8) 40.00 - 60.00 0.6000 0.6000 T8 7 FB-L98B-002-50000(3/8) 40.00 - 60.00 0.6000 0.6000 T8 8 FB-L98B-002-XXX(3/8) 40.00 - 60.00 0.6000 0.6000 T8 9 RLSS 8AWG DC(3/4) 40.00 - 60.00 0.6000 0.6000 T8 11 PWRT-606-S(7/8) 40.00 - 60.00 0.6000 0.6000 T8 13 2" Rigid Conduit 40.00 - 60.00 0.6000 0.6000 T8 14 LDF4-50A(1/2) 40.00 - 60.00 0.6000 0.6000 T8 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 40.00 - 60.00 0.6000 0.6000 T8 16 FIBER ONLY CABLE 48(7/8) 40.00 - 60.00 0.6000 0.6000 T8 21 AVA7-50(1-5/8) 40.00 - 60.00 0.6000 0.6000 T8 22 LDF7-50A(1-5/8) 40.00 - 60.00 0.6000 0.6000 T8 23 C4006L-NFNF(1-1/4) 40.00 - 60.00 0.6000 0.6000 T8 26 HB158-21U6S24- xxM_TMO(1-5/8) 40.00 - 60.00 0.6000 0.6000 T9 2 Safety Line 3/8 20.00 - 40.00 0.6000 0.6000 T9 3 Climbing Pegs 20.00 - 40.00 0.6000 0.6000 T9 5 ATCB-B01(5/16) 20.00 - 40.00 0.6000 0.6000 T9 6 LDF7-50A(1-5/8) 20.00 - 40.00 0.6000 0.6000 T9 7 FB-L98B-002-50000(3/8) 20.00 - 40.00 0.6000 0.6000 T9 8 FB-L98B-002-XXX(3/8) 20.00 - 40.00 0.6000 0.6000 T9 9 RLSS 8AWG DC(3/4) 20.00 - 40.00 0.6000 0.6000 T9 11 PWRT-606-S(7/8) 20.00 - 40.00 0.6000 0.6000 T9 13 2" Rigid Conduit 20.00 - 40.00 0.6000 0.6000 T9 14 LDF4-50A(1/2) 20.00 - 40.00 0.6000 0.6000 T9 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 20.00 - 40.00 0.6000 0.6000 T9 16 FIBER ONLY CABLE 48(7/8) 20.00 - 40.00 0.6000 0.6000 T9 21 AVA7-50(1-5/8) 20.00 - 40.00 0.6000 0.6000 T9 22 LDF7-50A(1-5/8) 20.00 - 40.00 0.6000 0.6000 T9 23 C4006L-NFNF(1-1/4) 20.00 - 40.00 0.6000 0.6000 T9 26 HB158-21U6S24- xxM_TMO(1-5/8) 20.00 - 40.00 0.6000 0.6000 T10 2 Safety Line 3/8 3.00 - 20.00 0.6000 0.6000 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 21 tnxTower Report - version 8.0.9.0 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice T10 3 Climbing Pegs 3.00 - 20.00 0.6000 0.6000 T10 5 ATCB-B01(5/16) 6.00 - 20.00 0.6000 0.6000 T10 6 LDF7-50A(1-5/8) 6.00 - 20.00 0.6000 0.6000 T10 7 FB-L98B-002-50000(3/8) 6.00 - 20.00 0.6000 0.6000 T10 8 FB-L98B-002-XXX(3/8) 6.00 - 20.00 0.6000 0.6000 T10 9 RLSS 8AWG DC(3/4) 6.00 - 20.00 0.6000 0.6000 T10 11 PWRT-606-S(7/8) 6.00 - 20.00 0.6000 0.6000 T10 13 2" Rigid Conduit 6.00 - 20.00 0.6000 0.6000 T10 14 LDF4-50A(1/2) 6.00 - 20.00 0.6000 0.6000 T10 15 TSZ 999 067/XXXM- 8AWG(1-3/16) 6.00 - 20.00 0.6000 0.6000 T10 16 FIBER ONLY CABLE 48(7/8) 6.00 - 20.00 0.6000 0.6000 T10 21 AVA7-50(1-5/8) 6.00 - 20.00 0.6000 0.6000 T10 22 LDF7-50A(1-5/8) 6.00 - 20.00 0.6000 0.6000 T10 23 C4006L-NFNF(1-1/4) 6.00 - 20.00 0.6000 0.6000 T10 26 HB158-21U6S24- xxM_TMO(1-5/8) 6.00 - 20.00 0.6000 0.6000 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ****** Flash Beacon Lighting B From Leg 0.00 0.00 1.00 0.000 190.00 No Ice 2.70 2.70 0.05 ***** SBNHH-1D65B w/ Mount Pipe A From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 4.09 3.30 0.07 SBNHH-1D65B w/ Mount Pipe B From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 4.09 3.30 0.07 SBNHH-1D65B w/ Mount Pipe C From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 4.09 3.30 0.07 NNHH-65B-R4 w/ Mount Pipe A From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 7.55 4.23 0.11 NNHH-65B-R4 w/ Mount Pipe B From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 7.55 4.23 0.11 NNHH-65B-R4 w/ Mount Pipe C From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 7.55 4.23 0.11 RRUS 4449 B5/B12 A From Leg 4.00 0.00 3.00 0.000 187.00 No Ice 1.97 1.41 0.07 (2) RRUS 4449 B5/B12 B From Leg 4.00 0.00 3.00 0.000 187.00 No Ice 1.97 1.41 0.07 DC6-48-60-18-8F C From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 0.92 0.92 0.02 RRUS 32 B2 A From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.73 1.67 0.05 RRUS 32 B2 B From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.73 1.67 0.05 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 22 tnxTower Report - version 8.0.9.0 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K RRUS 32 B2 C From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.73 1.67 0.05 (3) RRUS 4478 B14 A From Leg 4.00 0.00 3.00 0.000 187.00 No Ice 1.84 1.06 0.06 (2) DC2-48-60-0-9E A From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 0.93 0.56 0.02 (2) DC2-48-60-0-9E B From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 0.93 0.56 0.02 (2) DC2-48-60-0-9E C From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 0.93 0.56 0.02 RRUS 32 B30 A From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.69 1.57 0.06 RRUS 32 B30 B From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.69 1.57 0.06 RRUS 32 B30 C From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.69 1.57 0.06 WCS-IMFQ-AMT-43 A From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 0.55 0.39 0.02 WCS-IMFQ-AMT-43 B From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 0.55 0.39 0.02 RRUS 32 B66 A From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.74 1.67 0.05 RRUS 32 B66 B From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.74 1.67 0.05 RRUS 32 B66 C From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.74 1.67 0.05 DC6-48-60-18-8C B From Leg 4.00 0.00 0.00 0.000 187.00 No Ice 2.74 2.74 0.03 Sector Mount [SM 502-3] C None 0.000 187.00 No Ice 29.82 29.82 1.67 *** AIR 6449 B77 w/ Mount Pipe A From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 3.65 2.72 0.11 AIR 6449 B77 w/ Mount Pipe B From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 3.65 2.72 0.11 AIR 6449 B77 w/ Mount Pipe C From Leg 4.00 0.00 3.00 60.000 187.00 No Ice 3.65 2.72 0.11 NNHH-65B-R4_CCIV2 w/ Mount Pipe A From Leg 4.00 0.00 3.00 0.000 187.00 No Ice 7.55 4.23 0.11 NNHH-65B-R4_CCIV2 w/ Mount Pipe B From Leg 4.00 0.00 3.00 0.000 187.00 No Ice 7.55 4.23 0.11 NNHH-65B-R4_CCIV2 w/ Mount Pipe C From Leg 4.00 0.00 3.00 0.000 187.00 No Ice 7.55 4.23 0.11 DC9-48-60-24-8C-EV A From Leg 4.00 0.00 3.00 0.000 187.00 No Ice 4.78 2.74 0.03 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 23 tnxTower Report - version 8.0.9.0 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ****** ETCR-654L12H6 w/ Mount Pipe A From Leg 4.00 0.00 0.00 80.000 178.00 No Ice 10.90 4.61 0.10 ETCR-654L12H6 w/ Mount Pipe B From Leg 4.00 0.00 0.00 30.000 178.00 No Ice 10.90 4.61 0.10 ETCR-654L12H6 w/ Mount Pipe C From Leg 4.00 0.00 0.00 90.000 178.00 No Ice 10.90 4.61 0.10 RRUS 31 B25 A From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 1.62 1.28 0.06 RRUS 31 B25 B From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 1.62 1.28 0.06 RRUS 31 B25 C From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 1.62 1.28 0.06 (2) RRUS-11 800MHZ A From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 2.52 1.30 0.05 (2) RRUS-11 800MHZ B From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 2.52 1.30 0.05 (2) RRUS-11 800MHZ C From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 2.52 1.30 0.05 RADAR FILTER A From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 0.98 0.27 0.02 RADAR FILTER B From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 0.98 0.27 0.02 RADAR FILTER C From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 0.98 0.27 0.02 RRUS 82 W/SOLAR SHIELD A From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 2.98 1.43 0.06 RRUS 82 W/SOLAR SHIELD B From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 2.98 1.43 0.06 RRUS 82 W/SOLAR SHIELD C From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 2.98 1.43 0.06 HORIZON DUO A From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 0.17 0.24 0.01 HORIZON DUO B From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 0.17 0.24 0.01 HORIZON DUO C From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 0.17 0.24 0.01 (3) 6' x 2'' Mount Pipe A From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 1.43 1.43 0.02 (3) 6' x 2'' Mount Pipe B From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 1.43 1.43 0.02 (3) 6' x 2'' Mount Pipe C From Leg 4.00 0.00 0.00 0.000 178.00 No Ice 1.43 1.43 0.02 Sector Mount [SM 502-3] C None 0.000 178.00 No Ice 29.82 29.82 1.67 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 24 tnxTower Report - version 8.0.9.0 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ****** ***** FFVV-65C-R3-V1 w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 12.97 6.20 0.18 FFVV-65C-R3-V1 w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 12.97 6.20 0.18 FFVV-65C-R3-V1 w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 12.97 6.20 0.18 *** AIR6449 B41_T-MOBILE w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 5.19 2.71 0.13 AIR6449 B41_T-MOBILE w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 5.19 2.71 0.13 AIR6449 B41_T-MOBILE w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 5.19 2.71 0.13 RADIO 4460 B2/B25 B66_TMO A From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 2.14 1.69 0.11 RADIO 4460 B2/B25 B66_TMO B From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 2.14 1.69 0.11 RADIO 4460 B2/B25 B66_TMO C From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 2.14 1.69 0.11 RADIO 4480 B71_TMO A From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 2.85 1.38 0.09 RADIO 4480 B71_TMO B From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 2.85 1.38 0.09 RADIO 4480 B71_TMO C From Leg 4.00 0.00 0.00 0.000 131.00 No Ice 2.85 1.38 0.09 12' HD V-Boom [#C10857001C] A From Leg 2.00 0.00 0.00 0.000 131.00 No Ice 20.46 16.17 0.68 12' HD V-Boom [#C10857001C] B From Leg 2.00 0.00 0.00 0.000 131.00 No Ice 20.46 16.17 0.68 12' HD V-Boom [#C10857001C] C From Leg 2.00 0.00 0.00 0.000 131.00 No Ice 20.46 16.17 0.68 **** Dishes Description Face or Leg Dish Type Offset Type Offsets: Horz Lateral Vert ft Azimuth Adjustment ° 3 dB Beam Width ° Elevation ft Outside Diameter ft Aperture Area ft2 Weight K ****** VHLP2-11 B Paraboloid w/o Radome From Leg 4.00 0.00 6.00 30.000 178.00 2.17 No Ice 3.72 0.03 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 25 tnxTower Report - version 8.0.9.0 Description Face or Leg Dish Type Offset Type Offsets: Horz Lateral Vert ft Azimuth Adjustment ° 3 dB Beam Width ° Elevation ft Outside Diameter ft Aperture Area ft2 Weight K VHLP2-18 A Paraboloid w/o Radome From Leg 4.00 0.00 5.00 60.000 178.00 2.17 No Ice 3.72 0.03 VHLP2-18 C Paraboloid w/o Radome From Leg 4.00 0.00 5.00 90.000 178.00 2.17 No Ice 3.72 0.03 ****** Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice 3 0.9 Dead+1.0 Wind 0 deg - No Ice 4 1.2 Dead+1.0 Wind 30 deg - No Ice 5 0.9 Dead+1.0 Wind 30 deg - No Ice 6 1.2 Dead+1.0 Wind 60 deg - No Ice 7 0.9 Dead+1.0 Wind 60 deg - No Ice 8 1.2 Dead+1.0 Wind 90 deg - No Ice 9 0.9 Dead+1.0 Wind 90 deg - No Ice 10 1.2 Dead+1.0 Wind 120 deg - No Ice 11 0.9 Dead+1.0 Wind 120 deg - No Ice 12 1.2 Dead+1.0 Wind 150 deg - No Ice 13 0.9 Dead+1.0 Wind 150 deg - No Ice 14 1.2 Dead+1.0 Wind 180 deg - No Ice 15 0.9 Dead+1.0 Wind 180 deg - No Ice 16 1.2 Dead+1.0 Wind 210 deg - No Ice 17 0.9 Dead+1.0 Wind 210 deg - No Ice 18 1.2 Dead+1.0 Wind 240 deg - No Ice 19 0.9 Dead+1.0 Wind 240 deg - No Ice 20 1.2 Dead+1.0 Wind 270 deg - No Ice 21 0.9 Dead+1.0 Wind 270 deg - No Ice 22 1.2 Dead+1.0 Wind 300 deg - No Ice 23 0.9 Dead+1.0 Wind 300 deg - No Ice 24 1.2 Dead+1.0 Wind 330 deg - No Ice 25 0.9 Dead+1.0 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service 29 Dead+Wind 90 deg - Service 30 Dead+Wind 120 deg - Service 31 Dead+Wind 150 deg - Service 32 Dead+Wind 180 deg - Service 33 Dead+Wind 210 deg - Service 34 Dead+Wind 240 deg - Service 35 Dead+Wind 270 deg - Service 36 Dead+Wind 300 deg - Service 37 Dead+Wind 330 deg - Service Maximum Member Forces Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft T1 190 - 180 Leg Max Tension 7 1.13 -0.76 0.02 Max. Compression 2 -4.36 0.28 0.01 Max. Mx 14 -0.79 1.53 -0.02 Max. My 16 -1.82 0.02 -1.61 Max. Vy 14 1.18 -0.81 -0.02 Max. Vx 4 1.23 -0.04 -0.83 Diagonal Max Tension 25 3.47 0.00 0.00 Max. Compression 24 -3.54 0.00 0.00 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 26 tnxTower Report - version 8.0.9.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Max. Mx 2 3.13 0.02 0.00 Max. Vy 2 -0.01 0.00 0.00 Horizontal Max Tension 22 2.52 0.00 0.00 Max. Compression 3 -2.46 0.00 0.00 Max. Mx 6 -0.92 -0.01 -0.01 Max. My 14 -0.76 -0.01 -0.01 Max. Vy 6 -0.01 -0.01 -0.01 Max. Vx 14 0.00 0.00 0.00 Top Girt Max Tension 15 0.74 -0.01 0.00 Max. Compression 2 -0.73 0.00 0.00 Max. Mx 6 -0.27 -0.01 -0.00 Max. My 2 0.25 -0.01 0.00 Max. Vy 6 0.01 -0.01 -0.00 Max. Vx 2 -0.00 0.00 0.00 Inner Bracing Max Tension 3 0.00 0.00 0.00 Max. Compression 14 -0.00 0.00 0.00 Max. Mx 2 -0.00 -0.00 0.00 Max. Vy 2 0.00 0.00 0.00 T2 180 - 160 Leg Max Tension 7 21.93 0.04 -0.07 Max. Compression 10 -28.68 0.16 0.02 Max. Mx 22 2.93 1.27 -0.03 Max. My 9 -2.46 -0.01 -1.32 Max. Vy 22 -0.80 -0.31 -0.03 Max. Vx 13 -0.81 -0.01 -0.37 Diagonal Max Tension 9 7.81 0.00 0.00 Max. Compression 8 -7.90 0.00 0.00 Max. Mx 2 7.00 0.03 0.00 Max. Vy 2 -0.01 0.00 0.00 Horizontal Max Tension 8 4.28 0.00 0.00 Max. Compression 9 -4.23 0.00 0.00 Max. Mx 6 0.14 -0.02 -0.01 Max. My 19 0.38 -0.00 0.01 Max. Vy 6 -0.01 -0.02 -0.01 Max. Vx 19 -0.00 0.00 0.00 Inner Bracing Max Tension 19 0.00 0.00 0.00 Max. Compression 6 -0.00 0.00 0.00 Max. Mx 2 -0.00 -0.00 0.00 Max. Vy 2 -0.00 0.00 0.00 T3 160 - 140 Leg Max Tension 7 48.92 -0.21 -0.07 Max. Compression 18 -56.29 0.10 0.06 Max. Mx 22 38.44 -0.21 -0.01 Max. My 4 -3.51 -0.01 -0.27 Max. Vy 22 -0.07 -0.21 -0.01 Max. Vx 17 0.14 -0.00 0.27 Diagonal Max Tension 9 6.54 0.00 0.00 Max. Compression 8 -6.62 0.00 0.00 Max. Mx 2 5.79 0.03 0.00 Max. Vy 2 -0.01 0.00 0.00 Horizontal Max Tension 9 4.12 0.00 0.00 Max. Compression 9 -4.10 0.00 0.00 Max. Mx 6 -0.87 -0.02 -0.01 Max. My 18 0.31 -0.00 0.01 Max. Vy 6 -0.01 -0.02 -0.01 Max. Vx 18 -0.00 -0.00 0.01 Inner Bracing Max Tension 19 0.00 0.00 0.00 Max. Compression 6 -0.01 0.00 0.00 Max. Mx 2 -0.00 -0.01 0.00 Max. Vy 2 0.00 0.00 0.00 T4 140 - 120 Leg Max Tension 7 72.25 -0.63 -0.03 Max. Compression 18 -83.98 0.58 0.10 Max. Mx 22 59.80 1.08 -0.03 Max. My 16 -7.26 -0.04 -1.08 Max. Vy 22 -0.86 -0.88 -0.03 Max. Vx 4 -0.86 -0.06 -0.83 Diagonal Max Tension 9 8.36 0.00 0.00 Max. Compression 8 -8.46 0.00 0.00 Max. Mx 2 7.37 0.03 0.00 Max. Vy 2 -0.01 0.00 0.00 Horizontal Max Tension 9 5.81 0.00 0.00 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 27 tnxTower Report - version 8.0.9.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Max. Compression 9 -5.80 0.00 0.00 Max. Mx 6 -1.31 -0.04 -0.01 Max. My 18 -0.02 -0.00 0.01 Max. Vy 6 -0.02 -0.04 -0.01 Max. Vx 18 -0.00 -0.00 0.01 Inner Bracing Max Tension 19 0.00 0.00 0.00 Max. Compression 6 -0.01 0.00 0.00 Max. Mx 2 -0.00 -0.01 0.00 Max. Vy 2 0.01 0.00 0.00 T5 120 - 100 Leg Max Tension 7 94.66 -0.55 -0.06 Max. Compression 18 -108.18 0.61 0.11 Max. Mx 6 92.67 -0.63 -0.11 Max. My 4 -6.87 -0.03 -0.81 Max. Vy 22 0.11 -0.61 -0.10 Max. Vx 5 0.20 -0.02 -0.81 Diagonal Max Tension 9 9.90 0.00 0.00 Max. Compression 8 -10.04 0.00 0.00 Max. Mx 2 8.84 0.08 0.00 Max. Vy 2 -0.03 0.00 0.00 Horizontal Max Tension 7 5.98 0.00 0.00 Max. Compression 18 -5.98 -0.04 -0.01 Max. Mx 6 -1.32 -0.05 -0.01 Max. My 18 1.30 -0.00 0.01 Max. Vy 6 -0.02 -0.05 -0.01 Max. Vx 18 0.00 -0.00 0.01 Inner Bracing Max Tension 19 0.00 0.00 0.00 Max. Compression 6 -0.01 0.00 0.00 Max. Mx 2 -0.00 -0.01 0.00 Max. Vy 2 0.01 0.00 0.00 T6 100 - 80 Leg Max Tension 7 118.96 -0.52 -0.05 Max. Compression 18 -134.98 0.70 0.10 Max. Mx 6 116.57 -0.72 -0.10 Max. My 4 -8.29 -0.03 -0.87 Max. Vy 22 0.12 -0.69 -0.10 Max. Vx 5 0.21 -0.02 -0.87 Diagonal Max Tension 9 9.56 0.00 0.00 Max. Compression 8 -9.79 0.00 0.00 Max. Mx 2 8.76 0.13 0.00 Max. Vy 2 -0.04 0.00 0.00 Horizontal Max Tension 6 6.48 0.00 0.00 Max. Compression 19 -6.45 -0.04 -0.01 Max. Mx 6 -1.35 -0.05 -0.01 Max. My 18 -0.37 -0.02 0.01 Max. Vy 6 -0.02 -0.05 -0.01 Max. Vx 18 -0.00 -0.02 0.01 Inner Bracing Max Tension 19 0.00 0.00 0.00 Max. Compression 6 -0.01 0.00 0.00 Max. Mx 2 -0.01 -0.03 0.00 Max. Vy 2 0.02 0.00 0.00 T7 80 - 60 Leg Max Tension 7 141.11 -0.55 -0.06 Max. Compression 18 -160.02 0.54 0.06 Max. Mx 6 128.18 -0.72 -0.10 Max. My 4 -8.65 -0.03 -0.87 Max. Vy 22 -0.12 -0.69 -0.10 Max. Vx 5 -0.20 -0.02 -0.87 Diagonal Max Tension 19 9.12 0.00 0.00 Max. Compression 18 -9.47 0.00 0.00 Max. Mx 2 8.45 0.16 0.00 Max. Vy 2 -0.05 0.00 0.00 Horizontal Max Tension 6 6.77 0.00 0.00 Max. Compression 19 -6.70 -0.08 -0.01 Max. Mx 6 -1.36 -0.11 -0.01 Max. My 18 1.66 -0.04 0.01 Max. Vy 6 -0.04 -0.11 -0.01 Max. Vx 18 0.00 0.00 0.00 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max. Compression 6 -0.01 0.00 0.00 Max. Mx 2 -0.01 -0.05 0.00 Max. Vy 2 0.02 0.00 0.00 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 28 tnxTower Report - version 8.0.9.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft T8 60 - 40 Leg Max Tension 7 162.07 -1.05 -0.05 Max. Compression 18 -184.24 0.73 0.06 Max. Mx 6 148.34 -1.05 -0.05 Max. My 4 -11.95 -0.05 -1.07 Max. Vy 22 0.17 -1.00 -0.06 Max. Vx 4 0.22 -0.03 -1.06 Diagonal Max Tension 9 9.90 0.00 0.00 Max. Compression 18 -10.30 0.00 0.00 Max. Mx 2 9.15 0.20 0.00 Max. Vy 2 -0.05 0.00 0.00 Horizontal Max Tension 6 7.78 0.00 0.00 Max. Compression 19 -7.64 -0.09 -0.01 Max. Mx 6 -1.39 -0.13 -0.01 Max. My 6 0.73 -0.13 -0.01 Max. Vy 6 -0.05 -0.13 -0.01 Max. Vx 6 0.00 -0.12 -0.01 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max. Compression 6 -0.01 0.00 0.00 Max. Mx 2 -0.01 -0.10 0.00 Max. Vy 2 -0.04 0.00 0.00 T9 40 - 20 Leg Max Tension 7 183.21 -1.39 0.01 Max. Compression 18 -208.86 -1.62 0.30 Max. Mx 18 -208.86 -1.62 0.30 Max. My 4 -14.04 -0.40 -3.40 Max. Vy 18 0.40 1.49 -0.01 Max. Vx 5 0.46 -0.29 -3.40 Diagonal Max Tension 9 10.23 0.00 0.00 Max. Compression 20 -10.71 0.00 0.00 Max. Mx 2 9.43 0.23 0.00 Max. Vy 2 -0.06 0.00 0.00 Horizontal Max Tension 20 8.32 -0.13 -0.00 Max. Compression 21 -7.99 -0.10 -0.00 Max. Mx 6 -0.96 -0.15 -0.01 Max. My 6 -1.46 -0.14 -0.01 Max. Vy 6 -0.05 -0.15 -0.01 Max. Vx 6 0.00 -0.14 -0.01 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max. Compression 6 -0.01 0.00 0.00 Max. Mx 2 -0.01 -0.12 0.00 Max. Vy 2 0.04 0.00 0.00 T10 20 - 0 Leg Max Tension 7 192.12 0.94 -0.30 Max. Compression 18 -220.60 0.00 -0.00 Max. Mx 18 -220.24 6.10 -0.26 Max. My 4 -14.95 -0.40 -3.40 Max. Vy 18 -0.84 6.10 -0.26 Max. Vx 5 -0.63 -0.29 -3.40 Diagonal Max Tension 7 15.34 -0.21 0.08 Max. Compression 18 -16.25 0.00 0.00 Max. Mx 6 11.39 -0.25 -0.03 Max. My 6 15.23 -0.24 0.08 Max. Vy 6 -0.07 -0.25 -0.03 Max. Vx 6 0.01 -0.24 0.08 Horizontal Max Tension 7 8.88 0.00 0.00 Max. Compression 18 -8.97 -0.16 -0.01 Max. Mx 6 0.28 -0.17 -0.01 Max. My 18 1.96 -0.11 0.01 Max. Vy 6 0.06 -0.17 -0.01 Max. Vx 18 0.00 -0.11 0.01 Redund Horz 1 Bracing Max Tension 8 0.97 0.00 0.00 Max. Compression 9 -0.84 0.00 0.00 Max. Mx 2 0.79 0.02 0.00 Max. Vy 2 -0.01 0.00 0.00 Redund Diag 1 Bracing Max Tension 8 1.01 0.00 0.00 Max. Compression 9 -0.77 0.00 0.00 Max. Mx 2 -0.50 0.04 0.00 Max. Vy 2 -0.01 0.00 0.00 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 29 tnxTower Report - version 8.0.9.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Redund Hip 1 Bracing Max Tension 19 0.01 0.00 0.00 Max. Compression 6 -0.03 0.00 0.00 Max. Mx 2 -0.02 0.02 0.00 Max. Vy 2 -0.01 0.00 0.00 Redund Hip Diagonal 1 Bracing Max Tension 2 0.05 0.00 0.00 Max. Compression 14 -0.05 0.00 0.00 Max. Mx 2 0.05 0.15 0.00 Max. Vy 2 -0.04 0.00 0.00 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max. Compression 4 -0.01 0.00 0.00 Max. Mx 2 -0.01 0.09 0.00 Max. Vy 2 -0.03 0.00 0.00 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Leg C Max. Vert 18 243.85 26.93 -14.33 Max. Hx 18 243.85 26.93 -14.33 Max. Hz 7 -212.60 -24.41 12.88 Min. Vert 7 -212.60 -24.41 12.88 Min. Hx 7 -212.60 -24.41 12.88 Min. Hz 18 243.85 26.93 -14.33 Leg B Max. Vert 10 226.82 -23.56 -14.60 Max. Hx 21 -183.00 21.81 9.96 Max. Hz 23 -192.39 21.04 13.19 Min. Vert 23 -192.39 21.04 13.19 Min. Hx 8 217.88 -24.37 -11.39 Min. Hz 10 226.82 -23.56 -14.60 Leg A Max. Vert 2 226.13 1.37 27.73 Max. Hx 20 20.99 4.61 1.83 Max. Hz 2 226.13 1.37 27.73 Min. Vert 15 -193.49 -1.26 -24.87 Min. Hx 9 11.25 -4.49 0.99 Min. Hz 15 -193.49 -1.26 -24.87 Tower Mast Reaction Summary Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Dead Only 47.00 0.00 0.00 -2.62 -28.10 0.00 1.2 Dead+1.0 Wind 0 deg - No Ice 56.41 -0.27 -45.21 -4969.55 16.00 64.02 0.9 Dead+1.0 Wind 0 deg - No Ice 42.30 -0.27 -45.21 -4968.76 24.43 64.02 1.2 Dead+1.0 Wind 30 deg - No Ice 56.41 24.82 -43.76 -4765.71 -2701.42 89.27 0.9 Dead+1.0 Wind 30 deg - No Ice 42.30 24.82 -43.76 -4764.92 -2692.99 89.27 1.2 Dead+1.0 Wind 60 deg - No Ice 56.41 43.37 -25.03 -2708.55 -4719.59 50.64 0.9 Dead+1.0 Wind 60 deg - No Ice 42.30 43.37 -25.03 -2707.77 -4711.16 50.64 1.2 Dead+1.0 Wind 90 deg - No Ice 56.41 50.16 0.39 67.60 -5470.87 2.95 0.9 Dead+1.0 Wind 90 deg - No Ice 42.30 50.16 0.39 68.39 -5462.44 2.95 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 30 tnxTower Report - version 8.0.9.0 Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft 1.2 Dead+1.0 Wind 120 deg - No Ice 56.41 38.96 22.80 2518.95 -4302.95 -40.41 0.9 Dead+1.0 Wind 120 deg - No Ice 42.30 38.96 22.80 2519.74 -4294.52 -40.41 1.2 Dead+1.0 Wind 150 deg - No Ice 56.41 20.57 35.62 3955.08 -2319.37 -42.20 0.9 Dead+1.0 Wind 150 deg - No Ice 42.30 20.57 35.62 3955.87 -2310.94 -42.20 1.2 Dead+1.0 Wind 180 deg - No Ice 56.41 0.10 45.27 4974.88 -50.71 -61.33 0.9 Dead+1.0 Wind 180 deg - No Ice 42.30 0.10 45.27 4975.67 -42.28 -61.33 1.2 Dead+1.0 Wind 210 deg - No Ice 56.41 -24.96 43.77 4759.96 2659.52 -85.91 0.9 Dead+1.0 Wind 210 deg - No Ice 42.30 -24.96 43.77 4760.75 2667.95 -85.91 1.2 Dead+1.0 Wind 240 deg - No Ice 56.41 -43.44 25.07 2709.35 4664.44 -50.09 0.9 Dead+1.0 Wind 240 deg - No Ice 42.30 -43.44 25.07 2710.14 4672.87 -50.09 1.2 Dead+1.0 Wind 270 deg - No Ice 56.41 -50.23 -0.27 -52.49 5416.83 0.56 0.9 Dead+1.0 Wind 270 deg - No Ice 42.30 -50.23 -0.27 -51.71 5425.26 0.56 1.2 Dead+1.0 Wind 300 deg - No Ice 56.41 -39.10 -22.68 -2503.06 4261.96 43.87 0.9 Dead+1.0 Wind 300 deg - No Ice 42.30 -39.10 -22.68 -2502.27 4270.39 43.87 1.2 Dead+1.0 Wind 330 deg - No Ice 56.41 -20.57 -35.62 -3961.79 2251.40 43.21 0.9 Dead+1.0 Wind 330 deg - No Ice 42.30 -20.57 -35.62 -3961.00 2259.83 43.21 Dead+Wind 0 deg - Service 47.00 -0.06 -10.88 -1174.33 -16.78 14.57 Dead+Wind 30 deg - Service 47.00 5.94 -10.47 -1122.45 -655.97 20.33 Dead+Wind 60 deg - Service 47.00 10.38 -5.99 -639.08 -1130.46 11.53 Dead+Wind 90 deg - Service 47.00 12.00 0.09 13.49 -1307.00 0.67 Dead+Wind 120 deg - Service 47.00 9.38 5.48 592.09 -1035.58 -9.20 Dead+Wind 150 deg - Service 47.00 4.98 8.61 934.04 -568.96 -9.60 Dead+Wind 180 deg - Service 47.00 0.02 10.89 1171.73 -31.97 -13.96 Dead+Wind 210 deg - Service 47.00 -5.97 10.47 1117.33 605.58 -19.56 Dead+Wind 240 deg - Service 47.00 -10.39 6.00 635.45 1077.06 -11.41 Dead+Wind 270 deg - Service 47.00 -12.02 -0.06 -13.86 1253.86 0.12 Dead+Wind 300 deg - Service 47.00 -9.41 -5.46 -592.28 985.41 9.99 Dead+Wind 330 deg - Service 47.00 -4.97 -8.62 -939.38 512.65 9.83 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 1 0.00 -47.00 0.00 0.00 47.00 0.00 0.000% 2 -0.27 -56.41 -45.21 0.27 56.41 45.21 0.000% 3 -0.27 -42.30 -45.21 0.27 42.30 45.21 0.000% 4 24.82 -56.41 -43.76 -24.82 56.41 43.76 0.000% 5 24.82 -42.30 -43.76 -24.82 42.30 43.76 0.000% 6 43.37 -56.41 -25.03 -43.37 56.41 25.03 0.000% 7 43.37 -42.30 -25.03 -43.37 42.30 25.03 0.000% 8 50.16 -56.41 0.39 -50.16 56.41 -0.39 0.000% June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 31 tnxTower Report - version 8.0.9.0 Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 9 50.16 -42.30 0.39 -50.16 42.30 -0.39 0.000% 10 38.96 -56.41 22.80 -38.96 56.41 -22.80 0.000% 11 38.96 -42.30 22.80 -38.96 42.30 -22.80 0.000% 12 20.57 -56.41 35.62 -20.57 56.41 -35.62 0.000% 13 20.57 -42.30 35.62 -20.57 42.30 -35.62 0.000% 14 0.10 -56.41 45.27 -0.10 56.41 -45.27 0.000% 15 0.10 -42.30 45.27 -0.10 42.30 -45.27 0.000% 16 -24.96 -56.41 43.77 24.96 56.41 -43.77 0.000% 17 -24.96 -42.30 43.77 24.96 42.30 -43.77 0.000% 18 -43.44 -56.41 25.07 43.44 56.41 -25.07 0.000% 19 -43.44 -42.30 25.07 43.44 42.30 -25.07 0.000% 20 -50.23 -56.41 -0.27 50.23 56.41 0.27 0.000% 21 -50.23 -42.30 -0.27 50.23 42.30 0.27 0.000% 22 -39.10 -56.41 -22.68 39.10 56.41 22.68 0.000% 23 -39.10 -42.30 -22.68 39.10 42.30 22.68 0.000% 24 -20.57 -56.41 -35.62 20.57 56.41 35.62 0.000% 25 -20.57 -42.30 -35.62 20.57 42.30 35.62 0.000% 26 -0.06 -47.00 -10.88 0.06 47.00 10.88 0.000% 27 5.94 -47.00 -10.47 -5.94 47.00 10.47 0.000% 28 10.38 -47.00 -5.99 -10.38 47.00 5.99 0.000% 29 12.00 -47.00 0.09 -12.00 47.00 -0.09 0.000% 30 9.38 -47.00 5.48 -9.38 47.00 -5.48 0.000% 31 4.98 -47.00 8.61 -4.98 47.00 -8.61 0.000% 32 0.02 -47.00 10.89 -0.02 47.00 -10.89 0.000% 33 -5.97 -47.00 10.47 5.97 47.00 -10.47 0.000% 34 -10.39 -47.00 6.00 10.39 47.00 -6.00 0.000% 35 -12.02 -47.00 -0.06 12.02 47.00 0.06 0.000% 36 -9.41 -47.00 -5.46 9.41 47.00 5.46 0.000% 37 -4.97 -47.00 -8.62 4.97 47.00 8.62 0.000% Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° T1 190 - 180 2.61 29 0.123 0.062 T2 180 - 160 2.35 29 0.122 0.061 T3 160 - 140 1.84 29 0.112 0.056 T4 140 - 120 1.39 29 0.095 0.044 T5 120 - 100 1.00 29 0.081 0.033 T6 100 - 80 0.68 29 0.065 0.024 T7 80 - 60 0.43 29 0.051 0.018 T8 60 - 40 0.24 29 0.036 0.013 T9 40 - 20 0.11 27 0.023 0.008 T10 20 - 0 0.02 35 0.010 0.003 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 190.00 Flash Beacon Lighting 29 2.61 0.123 0.062 627315 187.00 SBNHH-1D65B w/ Mount Pipe 29 2.54 0.122 0.061 627315 184.00 VHLP2-11 29 2.46 0.122 0.061 524920 183.00 VHLP2-18 29 2.43 0.122 0.061 461077 178.00 ETCR-654L12H6 w/ Mount Pipe 29 2.30 0.121 0.060 789127 131.00 FFVV-65C-R3-V1 w/ Mount Pipe 29 1.21 0.089 0.039 72293 Maximum Tower Deflections - Design Wind June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 32 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° T1 190 - 180 11.05 4 0.515 0.271 T2 180 - 160 9.95 4 0.512 0.266 T3 160 - 140 7.79 4 0.471 0.245 T4 140 - 120 5.87 4 0.403 0.194 T5 120 - 100 4.22 4 0.340 0.145 T6 100 - 80 2.88 4 0.273 0.107 T7 80 - 60 1.82 4 0.213 0.079 T8 60 - 40 1.02 4 0.151 0.056 T9 40 - 20 0.45 17 0.097 0.035 T10 20 - 0 0.10 18 0.042 0.015 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 190.00 Flash Beacon Lighting 4 11.05 0.515 0.271 179577 187.00 SBNHH-1D65B w/ Mount Pipe 4 10.72 0.515 0.269 179577 184.00 VHLP2-11 4 10.39 0.514 0.268 150387 183.00 VHLP2-18 4 10.28 0.514 0.268 132745 178.00 ETCR-654L12H6 w/ Mount Pipe 4 9.73 0.510 0.265 381456 131.00 FFVV-65C-R3-V1 w/ Mount Pipe 4 5.09 0.375 0.170 16988 Bolt Design Data Section No. Elevation ft Component Type Bolt Grade Bolt Size in Number Of Bolts Maximum Load per Bolt K Allowable Load per Bolt K Ratio Load Allowable Allowable Ratio Criteria T1 190 Leg A325N 1.000 4 0.36 54.52 0.007 1.05 Bolt Tension Diagonal A325X 0.625 3 1.16 15.08 0.077 1.05 Gusset Bearing Horizontal A325X 0.625 2 1.26 13.92 0.091 1.05 Gusset Bearing Top Girt A325N 0.625 2 0.37 13.81 0.027 1.05 Bolt Shear T2 180 Leg A325N 1.000 4 5.48 54.52 0.101 1.05 Bolt Tension Diagonal A325X 0.625 3 2.60 15.08 0.173 1.05 Gusset Bearing Horizontal A325X 0.625 2 2.14 13.92 0.154 1.05 Gusset Bearing T3 160 Leg A325N 1.000 4 12.23 54.52 0.224 1.05 Bolt Tension Diagonal A325X 0.625 3 2.18 15.08 0.145 1.05 Gusset Bearing Horizontal A325X 0.625 2 2.06 13.92 0.148 1.05 Gusset Bearing T4 140 Leg A325N 1.000 6 12.04 54.52 0.221 1.05 Bolt Tension Diagonal A325X 0.625 3 2.79 15.08 0.185 1.05 Gusset Bearing Horizontal A325X 0.625 2 2.91 13.92 0.209 1.05 Gusset Bearing T5 120 Leg A325N 1.000 6 15.78 54.52 0.289 1.05 Bolt Tension Diagonal A325X 0.625 3 3.30 15.08 0.219 1.05 Gusset Bearing Horizontal A325X 0.625 2 2.99 13.92 0.215 1.05 Gusset Bearing T6 100 Leg A325N 1.000 6 19.83 54.52 0.364 1.05 Bolt Tension Diagonal A325X 0.625 3 3.19 15.08 0.211 1.05 Gusset Bearing Horizontal A325X 0.625 2 3.24 13.92 0.233 1.05 Gusset Bearing T7 80 Leg A325N 1.000 8 17.64 54.52 0.324 1.05 Bolt Tension Diagonal A325X 0.625 3 3.04 15.08 0.202 1.05 Gusset Bearing Horizontal A325X 0.625 2 3.39 13.92 0.243 1.05 Gusset Bearing T8 60 Leg A325N 1.000 8 20.26 54.52 0.372 1.05 Bolt Tension Diagonal A325X 0.625 3 3.30 15.08 0.219 1.05 Gusset Bearing Horizontal A325X 0.625 2 3.89 13.92 0.279 1.05 Gusset Bearing T9 40 Leg A325N 1.000 8 22.90 54.52 0.420 1.05 Bolt Tension Diagonal A325X 0.625 3 3.41 15.08 0.226 1.05 Gusset Bearing Horizontal A325X 0.625 2 4.16 13.92 0.299 1.05 Gusset Bearing T10 20 Diagonal A325X 0.750 3 5.42 24.85 0.218 1.05 Bolt Shear Horizontal A325X 0.750 2 4.48 24.85 0.180 1.05 Bolt Shear Redund Horz 1 Bracing A325N 0.625 1 0.97 12.95 0.075 1.05 Member Bearing June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 33 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Component Type Bolt Grade Bolt Size in Number Of Bolts Maximum Load per Bolt K Allowable Load per Bolt K Ratio Load Allowable Allowable Ratio Criteria Redund Diag 1 Bracing A325N 0.625 1 1.01 13.75 0.073 1.05 Member Bearing Redund Hip 1 Bracing A325X 0.625 1 0.03 17.26 0.001 1.05 Bolt Shear Redund Hip Diagonal 1 Bracing A325X 1.000 1 0.05 25.45 0.002 1.05 Gusset Bearing Compression Checks Leg Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 2.875'' x 0.276'' (2.5 XS) 10.00 5.00 64.9 K=1.00 2.254 -4.36 74.51 0.059 1 T2 180 - 160 Pipe 3.5'' x 0.300'' (3 XS) 20.00 6.67 70.4 K=1.00 3.016 -28.68 94.46 0.304 1 T3 160 - 140 Pipe 4.5'' x 0.337'' (4 XS) 20.04 6.68 54.3 K=1.00 4.407 -56.29 159.90 0.352 1 T4 140 - 120 Pipe 5.563'' x 0.375'' (5 XS) 20.04 6.68 43.6 K=1.00 6.112 -83.98 239.38 0.351 1 T5 120 - 100 Pipe 6.625'' x 0.340'' (6 EHS) 20.05 10.02 54.0 K=1.00 6.713 -108.18 244.00 0.443 1 T6 100 - 80 Pipe 6.625'' x 0.432'' (6 XS) 20.05 10.02 54.8 K=1.00 8.405 -134.98 303.65 0.445 1 T7 80 - 60 Pipe 6.625'' x 0.432'' (6 XS) 20.06 10.03 54.8 K=1.00 8.405 -160.02 303.58 0.527 1 T8 60 - 40 Pipe 8.625'' x 0.375'' (8 EHS) 20.05 10.03 41.2 K=1.00 9.719 -184.24 386.31 0.477 1 T9 40 - 20 Pipe 8.625'' x 0.375'' (8 EHS) 20.05 10.03 41.2 K=1.00 9.719 -208.86 386.31 0.541 1 T10 20 - 0 Pipe 8.625'' x 0.500'' (8 EH) 20.05 10.03 41.8 K=1.00 12.763 -220.60 505.43 0.436 1 1 P u / Pn controls Diagonal Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 2.375 x 0.154 (2 STD) 6.58 6.39 97.4 K=1.00 1.075 -3.54 24.15 0.146 1 T2 180 - 160 Pipe 2.375'' x 0.218'' (2 XS) 7.94 7.67 120.1 K=1.00 1.477 -7.90 23.14 0.341 1 T3 160 - 140 Pipe 2.375 x 0.154 (2 STD) 8.55 8.25 125.8 K=1.00 1.075 -6.62 15.33 0.431 1 T4 140 - 120 Pipe 2.375 x 0.154 (2 STD) 9.24 8.91 135.8 K=1.00 1.075 -8.46 13.17 0.642 1 T5 120 - 100 Pipe 2.875 x 0.203 (2.5 STD) 12.54 12.08 153.1 K=1.00 1.704 -9.94 16.43 0.605 1 T6 100 - 80 Pipe 3.5'' x 0.216'' (3 STD) 13.31 12.89 132.9 K=1.00 2.228 -9.79 28.50 0.343 1 T7 80 - 60 Pipe 3.5'' x 0.216'' (3 STD) 14.21 13.82 142.5 K=1.00 2.228 -9.47 24.78 0.382 1 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 34 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T8 60 - 40 Pipe 3.5'' x 0.216'' (3 STD) 15.12 14.64 151.0 K=1.00 2.228 -10.30 22.07 0.467 1 T9 40 - 20 Pipe 3.5'' x 0.216'' (3 STD) 16.08 15.62 161.1 K=1.00 2.228 -10.71 19.40 0.552 1 T10 20 - 0 (37515-2715) 2.875'' x .276'' Pipe w/ 3.5'' x .300'' Half Sleeve 24.33 12.17 158.8 K=1.00 3.761 -16.25 33.70 0.482 1 1 P u / Pn controls Horizontal Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 1.9'' x 0.145'' (1.5 STD) 8.52 4.14 79.8 K=1.00 0.799 -2.46 22.58 0.109 1 T2 180 - 160 Pipe 1.9'' x 0.145'' (1.5 STD) 8.60 4.15 80.0 K=1.00 0.799 -4.23 22.52 0.188 1 T3 160 - 140 Pipe 1.9'' x 0.145'' (1.5 STD) 10.01 4.82 92.9 K=1.00 0.799 -4.10 19.14 0.214 1 T4 140 - 120 Pipe 2.375'' x 0.154'' (2 STD) 12.10 5.82 88.5 K=1.00 1.077 -5.80 27.34 0.212 1 T5 120 - 100 Pipe 2.375'' x 0.154'' (2 STD) 13.96 6.70 102.0 K=1.00 1.077 -5.98 22.66 0.264 1 T6 100 - 80 Pipe 2.375'' x 0.154'' (2 STD) 16.33 7.89 120.0 K=1.00 1.077 -6.45 16.89 0.382 1 T7 80 - 60 Pipe 2.875 x 0.203 (2.5 STD) 18.86 9.15 115.9 K=1.00 1.704 -6.70 28.64 0.234 1 T8 60 - 40 Pipe 2.875 x 0.203 (2.5 STD) 21.43 10.35 131.1 K=1.00 1.704 -7.64 22.38 0.341 1 T9 40 - 20 Pipe 2.875 x 0.203 (2.5 STD) 23.93 11.60 147.0 K=1.00 1.704 -7.99 17.82 0.449 1 T10 20 - 0 Pipe 2.875 x 0.203 (2.5 STD) 25.18 12.23 154.9 K=1.00 1.704 -8.97 16.05 0.559 1 1 P u / Pn controls Top Girt Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 1.9'' x 0.145'' (1.5 STD) 8.50 4.13 79.6 K=1.00 0.799 -0.73 18.55 0.040 1 1 P u / Pn controls Redundant Horizontal (1) Design Data (Compression) June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 35 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 1.9'' x 0.145'' (1.5 STD) 6.29 5.93 114.4 K=1.00 0.799 -0.84 13.73 0.061 1 1 P u / Pn controls Redundant Diagonal (1) Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 2.375 x 0.154 (2 STD) 11.50 10.77 164.2 K=1.00 1.075 -0.77 9.00 0.086 1 1 P u / Pn controls Redundant Hip (1) Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 1.9'' x 0.145'' (1.5 STD) 6.29 6.29 121.3 K=1.00 0.799 -0.03 12.27 0.002 1 1 P u / Pn controls Redundant Hip Diagonal (1) Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 2.875'' x 0.203'' (2.5 STD) 15.07 15.07 190.9 K=1.00 1.704 -0.05 10.56 0.005 1 1 P u / Pn controls Inner Bracing Design Data (Compression) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 L 2 x 2 x 1/8 4.26 4.26 128.6 K=1.00 0.484 -0.00 8.38 0.000 1 T2 180 - 160 L 2 x 2 x 1/8 4.28 4.28 129.3 K=1.00 0.484 -0.00 8.29 0.001 1 T3 160 - 140 L 2 x 2 x 1/8 5.01 5.01 151.1 K=1.00 0.484 -0.00 6.07 0.001 1 T4 140 - 120 L 2 x 2 x 1/8 6.05 6.05 182.6 K=1.00 0.484 -0.01 4.16 0.001 1 T5 120 - 100 L 2 x 2 x 1/8 6.98 6.98 210.7 K=1.00 0.484 -0.01 3.12 0.002 1 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 36 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T6 100 - 80 L 2.5 x 2.5 x 3/16 8.17 8.17 198.0 K=1.00 0.902 -0.01 6.59 0.001 1 T7 80 - 60 L 3 x 3 x 3/16 9.43 9.43 189.9 K=1.00 1.090 -0.01 8.65 0.001 1 T8 60 - 40 L 3.5 x 3.5 x 1/4 10.71 10.71 185.2 K=1.00 1.690 -0.01 14.10 0.001 1 T9 40 - 20 L 3.5 x 3.5 x 1/4 11.96 11.96 206.9 K=1.00 1.690 -0.01 11.30 0.001 1 T10 20 - 0 Pipe 2.375 x 0.154 (2 STD) 12.59 12.59 191.9 K=1.00 1.075 -0.01 6.59 0.002 1 1 P u / Pn controls Tension Checks Leg Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 2.875'' x 0.276'' (2.5 XS) 10.00 5.00 64.9 2.254 1.13 101.41 0.011 1 T2 180 - 160 Pipe 3.5'' x 0.300'' (3 XS) 20.00 6.67 70.4 3.016 21.93 135.72 0.162 1 T3 160 - 140 Pipe 4.5'' x 0.337'' (4 XS) 20.04 6.68 54.3 4.407 48.92 198.34 0.247 1 T4 140 - 120 Pipe 5.563'' x 0.375'' (5 XS) 20.04 6.68 43.6 6.112 72.25 275.04 0.263 1 T5 120 - 100 Pipe 6.625'' x 0.340'' (6 EHS) 20.05 10.02 54.0 6.713 94.66 302.10 0.313 1 T6 100 - 80 Pipe 6.625'' x 0.432'' (6 XS) 20.05 10.02 54.8 8.405 118.96 378.22 0.315 1 T7 80 - 60 Pipe 6.625'' x 0.432'' (6 XS) 20.06 10.03 54.8 8.405 141.11 378.22 0.373 1 T8 60 - 40 Pipe 8.625'' x 0.375'' (8 EHS) 20.05 10.03 41.2 9.719 162.07 437.37 0.371 1 T9 40 - 20 Pipe 8.625'' x 0.375'' (8 EHS) 20.05 10.03 41.2 9.719 183.21 437.37 0.419 1 T10 20 - 0 Pipe 8.625'' x 0.500'' (8 EH) 20.05 10.03 41.8 12.763 192.12 574.32 0.335 1 1 P u / Pn controls Diagonal Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 2.375 x 0.154 (2 STD) 6.58 6.39 97.4 1.075 3.47 48.35 0.072 1 T2 180 - 160 Pipe 2.375'' x 0.218'' (2 XS) 7.94 7.67 120.1 1.477 7.81 66.48 0.118 1 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 37 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T3 160 - 140 Pipe 2.375 x 0.154 (2 STD) 8.55 8.25 125.8 1.075 6.54 48.35 0.135 1 T4 140 - 120 Pipe 2.375 x 0.154 (2 STD) 9.24 8.91 135.8 1.075 8.36 48.35 0.173 1 T5 120 - 100 Pipe 2.875 x 0.203 (2.5 STD) 12.20 11.74 148.7 1.704 9.90 76.68 0.129 1 T6 100 - 80 Pipe 3.5'' x 0.216'' (3 STD) 12.92 12.50 128.9 2.228 9.56 100.28 0.095 1 T7 80 - 60 Pipe 3.5'' x 0.216'' (3 STD) 14.21 13.82 142.5 2.228 9.12 100.28 0.091 1 T8 60 - 40 Pipe 3.5'' x 0.216'' (3 STD) 15.12 14.64 151.0 2.228 9.90 100.28 0.099 1 T9 40 - 20 Pipe 3.5'' x 0.216'' (3 STD) 16.08 15.62 161.1 2.228 10.23 100.28 0.102 1 T10 20 - 0 (37515-2715) 2.875'' x .276'' Pipe w/ 3.5'' x .300'' Half Sleeve 24.33 12.17 158.8 3.761 15.34 169.27 0.091 1 1 P u / Pn controls Horizontal Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 1.9'' x 0.145'' (1.5 STD) 8.52 4.14 79.8 0.799 2.52 35.98 0.070 1 T2 180 - 160 Pipe 1.9'' x 0.145'' (1.5 STD) 8.60 4.15 80.0 0.799 4.28 35.98 0.119 1 T3 160 - 140 Pipe 1.9'' x 0.145'' (1.5 STD) 10.01 4.82 92.9 0.799 4.12 35.98 0.115 1 T4 140 - 120 Pipe 2.375'' x 0.154'' (2 STD) 12.10 5.82 88.5 1.077 5.81 48.46 0.120 1 T5 120 - 100 Pipe 2.375'' x 0.154'' (2 STD) 13.96 6.70 102.0 1.077 5.98 48.46 0.123 1 T6 100 - 80 Pipe 2.375'' x 0.154'' (2 STD) 16.33 7.89 120.0 1.077 6.48 48.46 0.134 1 T7 80 - 60 Pipe 2.875 x 0.203 (2.5 STD) 18.86 9.15 115.9 1.704 6.77 76.68 0.088 1 T8 60 - 40 Pipe 2.875 x 0.203 (2.5 STD) 21.43 10.35 131.1 1.704 7.78 76.68 0.101 1 T9 40 - 20 Pipe 2.875 x 0.203 (2.5 STD) 23.93 11.60 147.0 1.704 8.32 76.68 0.109 1 T10 20 - 0 Pipe 2.875 x 0.203 (2.5 STD) 25.18 12.23 154.9 1.704 8.88 76.68 0.116 1 1 P u / Pn controls Top Girt Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 Pipe 1.9'' x 0.145'' (1.5 STD) 8.50 4.13 79.6 0.799 0.74 25.90 0.029 1 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 38 tnxTower Report - version 8.0.9.0 1 P u / Pn controls Redundant Horizontal (1) Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 1.9'' x 0.145'' (1.5 STD) 6.29 5.93 114.4 0.799 0.97 33.10 0.029 1 1 P u / Pn controls Redundant Diagonal (1) Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 2.375 x 0.154 (2 STD) 11.50 10.77 164.2 1.075 1.01 44.49 0.023 1 1 P u / Pn controls Redundant Hip (1) Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 1.9'' x 0.145'' (1.5 STD) 6.29 6.29 121.3 0.799 0.01 33.10 0.000 1 1 P u / Pn controls Redundant Hip Diagonal (1) Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T10 20 - 0 Pipe 2.875'' x 0.203'' (2.5 STD) 15.07 15.07 190.9 1.704 0.05 70.55 0.001 1 1 P u / Pn controls Inner Bracing Design Data (Tension) Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T1 190 - 180 L 2 x 2 x 1/8 4.26 4.26 81.6 0.484 0.00 15.69 0.000 1 T2 180 - 160 L 2 x 2 x 1/8 4.28 4.28 82.1 0.484 0.00 15.69 0.000 1 T3 160 - 140 L 2 x 2 x 1/8 4.31 4.31 82.6 0.484 0.00 15.69 0.000 1 T4 140 - 120 L 2 x 2 x 1/8 5.70 5.70 109.3 0.484 0.00 15.69 0.000 1 June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 39 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn T5 120 - 100 L 2 x 2 x 1/8 6.40 6.40 122.6 0.484 0.00 15.69 0.000 1 T6 100 - 80 L 2.5 x 2.5 x 3/16 7.56 7.56 116.6 0.902 0.00 29.22 0.000 1 1 P u / Pn controls Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail T1 190 - 180 Leg Pipe 2.875'' x 0.276'' (2.5 XS) 3 -4.36 78.23 5.6 Pass T2 180 - 160 Leg Pipe 3.5'' x 0.300'' (3 XS) 29 -28.68 99.18 28.9 Pass T3 160 - 140 Leg Pipe 4.5'' x 0.337'' (4 XS) 67 -56.29 167.90 33.5 Pass T4 140 - 120 Leg Pipe 5.563'' x 0.375'' (5 XS) 106 -83.98 251.35 33.4 Pass T5 120 - 100 Leg Pipe 6.625'' x 0.340'' (6 EHS) 145 -108.18 256.20 42.2 Pass T6 100 - 80 Leg Pipe 6.625'' x 0.432'' (6 XS) 172 -134.98 318.83 42.3 Pass T7 80 - 60 Leg Pipe 6.625'' x 0.432'' (6 XS) 199 -160.02 318.76 50.2 Pass T8 60 - 40 Leg Pipe 8.625'' x 0.375'' (8 EHS) 226 -184.24 405.62 45.4 Pass T9 40 - 20 Leg Pipe 8.625'' x 0.375'' (8 EHS) 253 -208.86 405.62 51.5 Pass T10 20 - 0 Leg Pipe 8.625'' x 0.500'' (8 EH) 280 -220.60 530.71 41.6 Pass T1 190 - 180 Diagonal Pipe 2.375 x 0.154 (2 STD) 12 -3.54 25.36 13.9 Pass T2 180 - 160 Diagonal Pipe 2.375'' x 0.218'' (2 XS) 33 -7.90 24.29 32.5 Pass T3 160 - 140 Diagonal Pipe 2.375 x 0.154 (2 STD) 72 -6.62 16.10 41.1 Pass T4 140 - 120 Diagonal Pipe 2.375 x 0.154 (2 STD) 111 -8.46 13.83 61.2 Pass T5 120 - 100 Diagonal Pipe 2.875 x 0.203 (2.5 STD) 150 -9.94 17.25 57.6 Pass T6 100 - 80 Diagonal Pipe 3.5'' x 0.216'' (3 STD) 177 -9.79 29.92 32.7 Pass T7 80 - 60 Diagonal Pipe 3.5'' x 0.216'' (3 STD) 203 -9.47 26.02 36.4 Pass T8 60 - 40 Diagonal Pipe 3.5'' x 0.216'' (3 STD) 230 -10.30 23.18 44.4 Pass T9 40 - 20 Diagonal Pipe 3.5'' x 0.216'' (3 STD) 257 -10.71 20.36 52.6 Pass T10 20 - 0 Diagonal (37515-2715) 2.875'' x .276'' Pipe w/ 3.5'' x .300'' Half Sleeve 284 -16.25 35.39 45.9 Pass T1 190 - 180 Horizontal Pipe 1.9'' x 0.145'' (1.5 STD) 10 -2.46 23.71 10.4 Pass T2 180 - 160 Horizontal Pipe 1.9'' x 0.145'' (1.5 STD) 31 -4.23 23.65 17.9 Pass T3 160 - 140 Horizontal Pipe 1.9'' x 0.145'' (1.5 STD) 70 -4.10 20.10 20.4 Pass T4 140 - 120 Horizontal Pipe 2.375'' x 0.154'' (2 STD) 109 -5.80 28.71 20.2 20.9 (b) Pass T5 120 - 100 Horizontal Pipe 2.375'' x 0.154'' (2 STD) 148 -5.98 23.79 25.1 Pass T6 100 - 80 Horizontal Pipe 2.375'' x 0.154'' (2 STD) 175 -6.45 17.73 36.4 Pass T7 80 - 60 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 202 -6.70 30.07 22.3 24.3 (b) Pass T8 60 - 40 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 229 -7.64 23.50 32.5 Pass T9 40 - 20 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 256 -7.99 18.71 42.7 Pass T10 20 - 0 Horizontal Pipe 2.875 x 0.203 (2.5 STD) 283 -8.97 16.85 53.2 Pass T1 190 - 180 Top Girt Pipe 1.9'' x 0.145'' (1.5 STD) 5 -0.73 19.48 3.8 Pass T10 20 - 0 Redund Horz 1 Bracing Pipe 1.9'' x 0.145'' (1.5 STD) 304 -0.84 14.41 5.8 7.5 (b) Pass T10 20 - 0 Redund Diag 1 Bracing Pipe 2.375 x 0.154 (2 STD) 293 -0.77 9.45 8.2 Pass T10 20 - 0 Redund Hip 1 Bracing Pipe 1.9'' x 0.145'' (1.5 STD) 308 -0.03 12.89 0.2 Pass T10 20 - 0 Redund Hip Diagonal 1 Bracing Pipe 2.875'' x 0.203'' (2.5 STD) 298 -0.05 11.09 0.5 Pass T1 190 - 180 Inner Bracing L 2 x 2 x 1/8 16 -0.00 8.80 0.1 Pass T2 180 - 160 Inner Bracing L 2 x 2 x 1/8 41 -0.00 8.65 0.1 Pass T3 160 - 140 Inner Bracing L 2 x 2 x 1/8 81 -0.00 6.37 0.1 Pass T4 140 - 120 Inner Bracing L 2 x 2 x 1/8 120 -0.01 4.37 0.1 Pass T5 120 - 100 Inner Bracing L 2 x 2 x 1/8 159 -0.01 3.28 0.2 Pass T6 100 - 80 Inner Bracing L 2.5 x 2.5 x 3/16 186 -0.01 6.92 0.2 Pass T7 80 - 60 Inner Bracing L 3 x 3 x 3/16 213 -0.01 9.09 0.1 Pass T8 60 - 40 Inner Bracing L 3.5 x 3.5 x 1/4 240 -0.01 14.80 0.1 Pass T9 40 - 20 Inner Bracing L 3.5 x 3.5 x 1/4 267 -0.01 11.87 0.2 Pass T10 20 - 0 Inner Bracing Pipe 2.375 x 0.154 (2 STD) 312 -0.01 6.92 0.2 Pass Summary Leg (T9) 51.5 Pass June 03, 2021 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number CN1-071R2 / 2101398, Order 566029, Revision 0 Page 40 tnxTower Report - version 8.0.9.0 Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail Diagonal (T4) 61.2 Pass Horizontal (T10) 53.2 Pass Top Girt (T1) 3.8 Pass Redund Horz 1 Bracing (T10) 7.5 Pass Redund Diag 1 Bracing (T10) 8.2 Pass Redund Hip 1 Bracing (T10) 0.2 Pass Redund Hip Diagonal 1 Bracing (T10) 0.5 Pass Inner Bracing (T10) 0.2 Pass Bolt Checks 40.0 Pass RATING = 61.2 Pass tnxTower Report - version 8.0.9.0 APPENDIX B BASE LEVEL DRAWING -+-(PROPOSED EQUIPMENT CO N F I G U R A T I O N ) (2) 1-1/4" 10 131 FT LE V E l (7) 1-5/8" 10 131 FT LE V E l L E G A L E G C B U S I N E S S U N I T : 8 1 2 5 1 1 5 T O W E R I D : C J A S E L E V E L i O T H E R C O N S I D E R E D E Q U I P M E N T ) 3 ) 5 / 1 1 1 " 1 0 1 8 7 F T L E V E l 3 ) 3 / 8 " T O 1 8 7 F T L E V E L ( I I ) 3 / 4 " 1 0 1 8 7 F T L E V E L ( 1 ) 7 / 8 " 1 0 1 1 1 7 F T L E V E L " " " - - - - - - - - - ( 1 2 ) 1 - 5 / 8 " 1 0 1 8 7 F T L E V E L C U l 8 N G I . . E l l S W / S A F E T Y C L I M B L E G B ( O T H E R C O N S I D E R E D E Q U I P M E N T - I N C O N D U I T S ) ( 1 ) 7 / 8 " T O 1 7 8 F T L E V E L { 3 ) 1 - 3 / 1 1 1 " 1 0 1 7 8 F T L E V E L O T H E R C O N S I D E R E D E Q U I P M E N T ) . _ _ _ _ _ _ 3 ) 1 / 2 " 1 0 1 7 8 F T L E V E L tnxTower Report - version 8.0.9.0 APPENDIX C ADDITIONAL CALCULATIONS Self Support Anchor Rod Capacity *TIA-222-H Section 15.5 Applied Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (10) 1" ø bolts (A354-BC N; Fy=109 ksi, Fu=125 ksi) Pu_t = 21.28 φPn_t = 56.81 Stress Rating l ar (in):1.5 Vu = 2.76 φVn = 36.82 35.7% Mu = n/a φMn = n/a Pass Uplift 212.75 27.61 Total Eccentricity (in)0.000 Connection Properties Analysis Results Axial Force (kips) 244.00 Shear Force (kips) 30.51 Considered Eccentricity Leg Mod Eccentricity (in)0.000 *Anchor Rod Eccentricity Applied Anchor Rod N.A Shift (in)0.000 Comp. Applied Loads Iar (in) 1.5 Grout Considered:Yes Site Info BU # 812565 Site Name Mayport Order # 566029 Rev. 0 Analysis Considerations TIA-222 Revision H Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 Analysis Date: 2021-06-03CCIplate - Version 4.1.1 @ © © © ·@ @. @ © r°'r°'CROWN V...,,_,CASTLE ~ © 5478.11 ft-kips Capacity Demand Rating*Check 56.41 kips 379.94 50.31 12.6%Pass 50.31 kips 3.75 1.49 37.8%Pass 243.85 kips 14065.73 6023.47 42.8%Pass 30.51 kips 1578.18 45.77 2.8%Pass 212.6 kips 1067.25 41.40 3.7%Pass 27.6 kips 7637.76 248.17 3.1%Pass 190 ft 17293.20 245.99 1.4%Pass 27.68 ft 1990.28 21.54 1.0%Pass 2.5 in 0.164 0.014 8.0%Pass in 4188.56 27.46 0.6%Pass 0.164 0.013 7.4%Pass 4188.56 24.84 0.6%Pass Square 4.0 ft 0.50 ft Soil Rating*:42.8% 9 Structural Rating*:8.0% 16 3 3 Tie 3 in 6.00 ft 36.50 ft 5.00 ft 8 39 9 72 3 in 60 ksi 3 ksi 150 pcf 110 pcf 5.000 ksf <-- Toggle between Gross and Net 0.000 ksf 30 degrees 5 3.0 ft No 4.5 ftGroundwater Depth, gw: Base Friction, μ: Cohesion, Cu: Friction Angle, ϕ: Total Soil Unit Weight, γ: Ultimate Gross Bearing, Qult: SPT Blow Count, Nblows: Pad Width, W1: Pad Thickness, T: Material Properties Foundation Bearing on Rock? Pad Properties Soil Properties Depth, D: Pad Clear Cover, ccpad: Dry Concrete Density, δc: Rebar Grade, Fy: Pad Rebar Quantity (Bottom dir. 2), mp2: Pad Rebar Size (Top dir.2), Sptop2: Pad Rebar Quantity (Top dir. 2), mptop2: Pad Rebar Size (Bottom dir. 2), Sp2: Pier Properties Global Moment, M: Concrete Compressive Strength, F'c: Tower Centroid Offset?: Leg Comp. Shear, Vu_comp: Pier Diameter, dpier: Pier Rebar Quantity, mc: Pier Tie/Spiral Size, St: Pier Clear Cover, ccpier: Neglected Depth, N: Pier Shape: Pier Rebar Size, Sc: Pier Reinforcement Type: Ext. Above Grade, E: Pier Tie/Spiral Quantity, mt: SST Unit Base Foundation BU # : Site Name: Leg Compression, Pcomp: TIA-222 Revision: App. Number: Superstructure Analysis Reactions H Global Axial, P: Global Shear, V: 812565 Mayport 566029 Rev. 0 Leg Uplift. Shear, Vu_uplift: BP Dist. Above Fdn, bpdist: Block Foundation?: Pad Shear - Comp 2-way (ksi) Pier Compression (kip) Pier Flexure (Comp.) (kip*ft) Pad Shear - 1-way (kips) Tower Height, H: Base Face Width, BW: Leg Uplift, Puplift:Pier Flexure (Tension) (kip*ft) Bearing Pressure (ksf) Overturning (kip*ft) Foundation Analysis Checks Rectangular Pad?: Top & Bot. Pad Rein. Different?: Anchor Bolt Circle, BC:Flexural 2-way (Comp) (kip*ft) Flexural 2-way (Tension) (kip*ft) *Rating per TIA-222-H Section 15.5 Pad Flexure (kip*ft) Pad Shear - Tension 2-way (ksi) Lateral (Sliding) (kips) Version 4.0.1 I I CROWN ~ ..._, CASTLE ,-- -~ ·-1 =====l~□ ~ I ~ I t=========:l:::=E::3 t:t:=====t==f:=3==3~~ t=========:l:::=E~ t:t:====:jt=-=~=:f=:3==::j t=========:l:::=E::3 t:t:=====t==f:=3==3=:::l t=========:l:::=E~ t:t:====:jt=-=~=:f=:3==::j t:::=======±::::E::3 t:=====t==f:=3==3=:::l I I I ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Risk Category:II Soil Class:D - Stiff Soil Elevation:11.59 ft (NAVD 88) Latitude: Longitude: 30.336944 -81.42 Wind Results: Wind Speed: 129 Vmph 10-year MRI 75 Vmph 25-year MRI 86 Vmph 50-year MRI 96 Vmph 100-year MRI 104 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Jun 03 2021 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 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. Page 1 of 3https://asce7hazardtool.online/Thu Jun 03 2021 ASCE. AMERICAN SOCIETY OF CIVIL ENGINEERS : \ i''•5°½1..1 \ "-1 ( ,. s \ •,:, \ '} I I .i-'f-cli..t,~ .. , O'"J ~i 1..., lz < )' SS : 0.107 S1 : 0.055 F a : 1.6 F v : 2.4 SMS : 0.171 SM1 : 0.132 SDS : 0.114 SD1 : 0.088 T L : 8 PGA : 0.052 PGA M : 0.083 F PGA : 1.6 Ie : 1 C v : 0.7 Design Response Spectrum S (g) vs T(s)a MCE Response SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum S (g) vs T(s)a MCE Vertical Response SpectrumR S (g) vs T(s)a Seismic Site Soil Class: Results: Seismic Design Category D - Stiff Soil B Data Accessed: Date Source: Thu Jun 03 2021 USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 2 of 3https://asce7hazardtool.online/Thu Jun 03 2021 ASCE. AMERICAN SOCIETY OF CIVIL ENGINEERS 0.18 0.1 2 0.16 ..., 0.10 0.1 4 0.1 2 0.08 0.10 0.06 0.08 0.06 0.04 0.04 0.02 0.02 0 2 3 4 5 6 7 8 9 0 2 .3 4 5 6 7 8 9 0.10 0.065 0.09 0.060 0.055 0.08 0.050 0.07 0.045 0.06 0.040 0.05 0.035 0.030 0.04 0.025 0.03 0.020 0 0.5 1.0 1.5 2.0 0 0.5 1.0 1.5 2.0 Ice Results: Data Source: Date Accessed: Ice Thickness: 0.25 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Thu Jun 03 2021 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 500-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 ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of 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, reliability, 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 provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 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 or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by 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 by the ASCE 7 Hazard Tool. Page 3 of 3https://asce7hazardtool.online/Thu Jun 03 2021 ASCE. AMERICAN SOCIETY OF CIVIL ENGINEERS T - M O B I L E E X C A L I B U R E R I C S S O N S W A P T - M O B I L E S I T E N U M B E R : T - M O B I L E S I T E N A M E : S I T E T Y P E : T O W E R H E I G H T : B U S I N E S S U N I T # : S I T E A D D R E S S : C O U N T Y : J U R I S D I C T I O N : 9 J K 0 5 5 4 B M A Y P O R T S E L F - S U P P O R T T O W E R 1 9 2 ' - 6 " 8 1 2 5 6 5 D U V A L D U V A L C O U N T Y 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 T - 1 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s A P P R O V A L S L O C A T I O N M A P N O S C A L E S I T E I N F O R M A T I O N C A R R I E R / A P P L I C A N T : S H E E T # D R A W I N G I N D E X S H E E T D E S C R I P T I O N C O A S T A L E L E C T R I C C O - O P E L E C T R I C P R O V I D E R : A T & T T E L C O P R O V I D E R : G R O U N D E L E V A T I O N : 3 0 ° 2 0 ' 1 3 . 0 0 " ( 3 0 . 3 3 6 9 4 4 ° ) N - 8 1 ° 2 5 ' 1 2 . 0 0 " ( - 8 1 . 4 2 0 0 0 0 ° ) W U F A C I L I T Y I S U N M A N N E D A N D N O T F O R H U M A N H A B I T A T I O N O C C U P A N C Y C L A S S I F I C A T I O N : A . D . A . C O M P L I A N C E : M A P / P A R C E L # : D U V A L C O U N T Y J U R I S D I C T I O N : E X I S T I N G M A Y P O R T D U V A L A R E A O F C O N S T R U C T I O N : E X I S T I N G N A D 8 3 N / A P R O P E R T Y O W N E R : C R O W N C A S T L E U S A I N C . 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 T O W E R O W N E R : I I B T Y P E O F C O N S T R U C T I O N : 2 0 ' 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 C R O W N C A S T L E U S A I N C . S I T E N A M E : L A T / L O N G T Y P E : L O N G I T U D E : L A T I T U D E : C U R R E N T Z O N I N G : C O U N T Y : S I T E A D D R E S S : C A L L F L O R I D A O N E C A L L ( 8 0 0 ) 4 3 2 - 4 7 7 0 C A L L 3 W O R K I N G D A Y S B E F O R E Y O U D I G ! P R O J E C T T E A M A & E F I R M : C R O W N C A S T L E U S A I N C . D I S T R I C T C O N T A C T S : T I T L E S H E E T T - 1 C - 1 . 1 C - 1 . 2 C - 2 C - 3 E X I S T I N G & F I N A L E Q U I P M E N T P L A N S E Q U I P M E N T S C H E D U L E S & D E T A I L S F I N A L E L E V A T I O N & A N T E N N A P L A N S G E N E R A L N O T E S T - 2 S U S A N P A L M - A & E S P E C I A L I S T s u s a n . p a l m @ c r o w n c a s t l e . c o m ( 2 0 5 ) 9 0 9 - 2 0 4 9 K E V I N D E P A T I E - P R O J E C T M A N A G E R K e v i n . D e P a t i e @ c r o w n c a s t l e . c o m ( 8 1 3 ) 3 4 2 - 3 8 8 8 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 T - M O B I L E 7 0 2 5 A C S K I N N E R P A R K W A Y J A C K S O N V I L L E , F L 3 2 2 5 6 A L L D R A W I N G S C O N T A I N E D H E R E I N A R E F O R M A T T E D F O R 1 1 X 1 7 . C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S A N D E X I S T I N G D I M E N S I O N S A N D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T H E E N G I N E E R I N W R I T I N G O F A N Y D I S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H T H E W O R K O R B E R E S P O N S I B L E F O R S A M E . P R O J E C T D E S C R I P T I O N T H E P U R P O S E O F T H I S P R O J E C T I S T O E N H A N C E B R O A D B A N D C O N N E C T I V I T Y A N D C A P A C I T Y T O T H E E X I S T I N G E L I G I B L E W I R E L E S S F A C I L I T Y . T O W E R S C O P E O F W O R K : · R E M O V E ( 6 ) R R H s · R E M O V E ( 3 ) A N T E N N A s · R E M O V E ( 1 ) C A B L E P E N D A N T · I N S T A L L ( 6 ) R R H s · I N S T A L L ( 3 ) A N T E N N A s · I N S T A L L ( 3 ) 1 - 5 / 8 " H Y B R I D C A B L E S G R O U N D S C O P E O F W O R K : · R E M O V E ( 1 ) J U N C T I O N B O X · R E M O V E ( 2 ) E Q U I P M E N T C A B I N E T S · I N S T A L L ( 2 ) E Q U I P M E N T C A B I N E T S A T T A C H E D M O U N T S P E C I F I C A T I O N S S T R U C T U R A L A N A L Y S I S : D A T E D : A P P L I C A B L E C O D E S / R E F E R E N C E D O C U M E N T S B Y O T H E R S R E F E R E N C E D O C U M E N T S : M O U N T A N A L Y S I S : D A T E D : B Y O T H E R S O R D E R I D : R E V I S I O N : 5 6 6 0 2 9 0 R F D S R E V I S I O N : D A T E D : N / A N / A C - 4 E Q U I P M E N T S P E C I F I C A T I O N S C - 5 E Q U I P M E N T S P E C I F I C A T I O N S G - 1 G - 2 G R O U N D I N G D E T A I L S G R O U N D I N G D E T A I L S A C E L E C T R I C A L P O W E R D E S I G N : D A T E D : B Y O T H E R S N O T E : P R I O R T O A C C E S S I N G / E N T E R I N G T H E S I T E Y O U M U S T C O N T A C T T H E C R O W N N O C A T ( 8 0 0 ) 7 8 8 - 7 0 1 1 & C R O W N C O N S T R U C T I O N M A N A G E R . C - 6 E Q U I P M E N T S P E C I F I C A T I O N S E X I S T I N G S I T E P L A N T H E P A R T I E S A B O V E H E R E B Y A P P R O V E A N D A C C E P T T H E S E D O C U M E N T S A N D A U T H O R I Z E T H E C O N T R A C T O R T O P R O C E E D W I T H T H E C O N S T R U C T I O N D E S C R I B E D H E R E I N . A L L C O N S T R U C T I O N D O C U M E N T S A R E S U B J E C T T O R E V I E W B Y T H E L O C A L B U I L D I N G D E P A R T M E N T A N D A N Y C H A N G E S A N D M O D I F I C A T I O N S T H E Y M A Y I M P O S E . A P P R O V A L S I G N A T U R E D A T E P R O P E R T Y O W N E R O R R E P . L A N D U S E P L A N N E R T - M O B I L E O P E R A T I O N S R F N E T W O R K B A C K H A U L C O N S T R U C T I O N M A N A G E R T B D - - - - A L L W O R K S H A L L B E P E R F O R M E D A N D M A T E R I A L S I N S T A L L E D I N A C C O R D A N C E W I T H T H E C U R R E N T E D I T I O N S O F T H E F O L L O W I N G C O D E S A S A D O P T E D B Y T H E L O C A L G O V E R N I N G A U T H O R I T I E S . N O T H I N G I N T H E S E P L A N S I S T O B E C O N S T R U E D T O P E R M I T W O R K N O T C O N F O R M I N G T O T H E S E C O D E S : C O D E T Y P E C O D E B U I L D I N G 2 0 2 0 F L O R I D A B U I L D I N G C O D E 7 T H E D I T I O N / 2 0 1 8 I B C M E C H A N I C A L 2 0 2 0 F L O R I D A B U I L D I N G C O D E 7 T H E D I T I O N / 2 0 1 8 I M C E L E C T R I C A L 2 0 2 0 F L O R I D A B U I L D I N G C O D E 7 T H E D I T I O N / 2 0 1 7 N E C E M E R G E N C Y N O T E : N O E Q U I P M E N T P R O P O S E D W I T H I N T H E P R O J E C T S C O P E S H A L L B E U S E D F O R E M E R G E N C Y R E S P O N S E I N F I N I G Y E N G I N E E R I N G 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : ( 4 0 7 ) 2 7 8 - 6 7 5 0 N / A 1 . 0 C R E S T H E I G H T : V = 1 2 4 M P H ( U L T I M A T E 3 S E C O N D G U S T ) N / A S I T E D E S I G N C R I T E R I A : W I N D S P E E D : S E I S M I C R E S P O N S E : C E X P O S U R E C A T E G O R Y : I I R I S K C A T E G O R Y : 1 T O P O G R A P H I C C A T E G O R Y : K = Z T T I A - 2 2 2 - H / A S C E 7 - 1 6 A P P L I C A B L E C O D E S : R O W 2 1 - 0 0 5 2 ■ = = = = = = : ~ · M o b i l e · t ; ; . ? , . J - - I ~ " ' . . l i j W P l a l i ~ 3 § ~ l l e a c n e , M e m o r i a l G a r d e n s C e m e t e r y M e m o n a l v i ~ 0 L e w r s S t 9 J K 0 5 5 4 B 0 . . ( 3 0 3 3 6 9 4 4 " ) N 3 0 " _ 2 0 · , 1 ~ i 0 0 " ( ~ 8 1 . 4 2 0 0 0 0 " ) w - 8 1 2 5 · - ' " ' ' " 1 ' 5 - - - : r ~ - - c c - ; , , o m m p a a y J ~ c k s o o R d I 5 A r d l a R d I i : P h o V i e d I i § J 1 2 r 1 , S 1 W D o m i n o ' s P i u a D o n n t r M B o n i t a R d 1 . l ! . l ! ! f I " t ' l a z a R d I 1 v , , I J i s , ~ ! U n i t e d S t a t e s P o _ s : t . . . . a l ~ 1 : 1 1 ' - - - ~ b = = = = 1 = 7 = : : = = = = ~ ~ . · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 2 0 3 9 - 2 5 5 5 5 - C [ I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 T - 2 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s C R O W N C A S T L E U S A I N C . S I T E A C T I V I T Y R E Q U I R E M E N T S : 1 . N O T I C E T O P R O C E E O - N O W O R K S H A L L C O M M E N C E P R I O R T O C R O W N C A S T L E U S A I N C . W R I T T E N N O T I C E T O P R O C E E D ( N T P ) A N D T H E I S S U A N C E O F A P U R C H A S E O R D E R . P R I O R T O A C C E S S I N G / E N T E R I N G T H E S I T E Y O U M U S T C O N T A C T T H E C R O . . . . . . C A S l l E U S A I N C . N O C A T 8 0 0 - 7 8 8 - 7 0 1 1 . ! c T H E C R O W N C A S l l E U S A I N C . C O N S T R U C T I O N M A N A G E R . 2 . " L O O K U P " - C R O W N C A S l l E U S A I N C . S A F E T Y C L I M B R E Q U I R E M E N T : T H E I N T E G R I T Y O F T H E S A F E T Y C L I M B A N D A L L C O M P O N E N T S O F T H E C L I M B I N G F A C I L I T Y S H A L L B E C O N S I D E R E D D U R I N G A L L S T A G E S O F D E S I G N , I N S T A L L A T I O N , A N D I N S P E C T I O N . T O W E R M O D I F I C A T I O N , M O U N T R E I N F O R C E M E N T S , A N D / O R E Q U I P M E N T I N S T A L L A T I O N S S H A L L N O T C O M P R O M I S E T H E I N T E G R I T Y O R F U N C T I O N A L U S E O F T H E S A F E T Y C L I M B O R A N Y C O M P O N E N T S O F T H E C L I M B I N G F A C I L I T Y O N T H E S T R U C T U R E . T H I S S H A L L I N C L U D E , B U T N O T B E U M I T E O T O : P I N C H I N G O F T H E W I R E R O P E , B E N D I N G O F T H E W I R E R O P E F R O M I T S S U P P O R T S , D I R E C T C O N T A C T O R C L O S E P R O X I M I T Y T O T H E W I R E R O P E \ \ 1 - I I C H M A Y C A U S E F R I C T I O N A L W E A R , I M P A C T T O T H E A N C H O R A G E P O I N T S I N A N Y W A Y , O R T O I M P E D E / B L O C K I T S I N T E N D E D U S E . A N Y C O M P R O M I S E D S A F E T Y C L I M B , I N C W D I N G E X I S T I N G C O N D I T I O N S M U S T B E T A G G E D O U T A N D R E P O R T E D T O Y O U R C R O W N C A S l l E U S A I N C , P O C O R C A L L T H E N O C T O G E N E R A T E A S A F E T Y C L I M B M A I N T E N A N C E A N D C O N T R A C T O R N O T I C E T I C K E T . 3 . P R I O R T O T H E S T A R T O F C O N S T R U C T I O N , A L L R E Q U I R E O . . U R I S O I C T I O N A L P E R M I T S S H A L L B E O B T A I N E D . T H I S I N C W D E S , B U T I S N O T U M I T E O T O , B U I L D I N G , E L E C T R I C A L , M E C H A N I C A L , F I R E , F L O O D Z O N E , E N V I R O N M E N T A L , A N D Z O N I N G . A F T E R O N S I T E A C T I V I T I E S A N D C O N S T R U C T I O N A R E C O M P L E T E D , A L L R E Q U I R E D P E R M I T S S H A L L B E S A T I S F l E D A N D C L O S E D O U T A C C O R D I N G T O L O C A L . . U R I S D I C T I O N A L R E Q U I R E M E N T S . 4 . A L L C O N S T R U C T I O N M E A N S A N D M E T H O D S ; I N C L U D I N G B U T N O T U M I T E O T O , E R E C T I O N P L A N S , R I G G I N G P L A N S . C L I M B I N G P L A N S , A N D R E S C U E P L A N S S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E G E N E R A L C O N T R A C T O R R E S P O N S I B L E F O R T H E E X E C U T I O N O F T H E W O R K C O N T A I N E D H E R E I N , A N D S H A L L M E E T A N S I / A S S E A 1 0 . 4 8 ( L A T E S T E D I T I O N ) ; F E D E R A L , S T A T E , A N D L O C A L R E G U L A T I O N S ; A N D A N Y A P P L I C A B L E I N D U S T R Y C O N S E N S U S S T A N D A R D S R E L A T E D T O T H E C O N S T R U C T I O N A C T I V I T I E S B E I N G P E R F O R M E D . A L L R I G G I N G P L A N S S H A L L A D H E R E T O A N S I / A S S E A 1 0 . 4 8 ( L A T E S T E D I T l O N ) A N D C R O W N C A S l l E U S A I N C . S T A N D A R D C E D - S l D - 1 0 2 5 3 , I N C L U D I N G T H E R E Q U I R E D I N V O L I I E M E N T O F A Q U A U F I E O E N G I N E E R F O R C L A S S I V C O N S T R U C T I O N , T O C E R T I F Y T H E S U P P O R T I N G S T R U C n J R E ( S ) I N A C C O R D A N C E W I T H A N S I / T I A - 3 2 2 ( L A T E S T E D I T I O N ) . 5 . A L L S I T E W O R K T O C O M P L Y W I T H Q A S - S l D - 1 0 0 6 8 " I N S T A L L A T I O N S T A N D A R D S F O R C O N S T R U C T I O N A C T I V I T I E S O N C R O W N C A S l l E U S A I N C . T O W E R S I T E , " C E D - S l D - 1 0 2 9 4 " S T A N D A R D F O R I N S T A L L A T I O N O F M O U N T S A N D A P P U R T E N A N C E S , " A N D L A T E S T V E R S I O N O F A N S I / T I A - 1 0 1 9 - A - 2 0 1 2 " S T A N D A R D F O R I N S T A L L A T I O N , A L T E R A T I O N , A N D M A I N T E N A N C E O F A N T E N N A S U P P O R T I N G S T R U C n J R E S A N D A N T E N N A S . • 6 . I F T H E S P E C I F I E D E Q U I P M E N T C A N N O T B E I N S T A L L E D A S S H O W N O N T H E S E D R A W I N G S , T H E C O N T R A C T O R S H A L L P R O P O S E A N A L T E R N A T I V E I N S T A L L A T I O N F O R A P P R O V A L B Y C R O W N C A S l l E U S A I N C . P R I O R T O P R O C E E D I N G W I T H A N Y S U C H C H A N G E O F I N S T A L L A T I O N . 7 . A L L M A T E R I A L S F U R N I S H E D A N D I N S T A L L E D S H A L L B E I N S T R I C T A C C O R D A N C E W I T H A L L A P P L I C A B L E C O D E S , R E G U L A T I O N S A N D O R D I N A N C E S . C O N T R A C T O R S H A L L I S S U E A L L A P P R O P R I A T E N O T I C E S A N D C O M P L Y W I T H A L L L A W S , O R D I N A N C E S . R U L E S , R E G U L A T I O N S A N D L A W F U L O R D E R S O F A N Y P U B L I C A U T H O R I T Y R E G A R D I N G T H E P E R F O R M A N C E O F T H E W O R K . A L L W O R K C A R R I E D O U T S H A L L C O M P L Y W I T H A L L A P P L I C A B L E M U N I C I P A L A N D U T I L I T Y C O M P A N Y S P E C I F I C A T I O N S A N D L O C A L . . U R I S D I C T I O N A L C O D E S , O R D I N A N C E S A N D A P P L I C A B L E R E G U L A T I O N S . 8 . T H E C O N T R A C T O R S H A L L I N S T A L L A L L E Q U I P M E N T A N D M A T E R I A L S I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S U N L E S S S P E C I F I C A L L Y S T A T E D O T H E R W I S E . 9 . T H E C O N T R A C T O R S H A L L C O N T A C T U T I L I T Y L O C A T I N G S E R V I C E S P R I O R T O T H E S T A R T O F C O N S T R U C T I O N . 1 0 . A L L E X I S T I N G A C T I V E S E W E R , W A T E R , G A S , E L E C T R I C A N D O T H E R U T I L I T I E S \ \ H E R E E N C O U N T E R E D I N T H E W O R K , S H A L L B E P R O T E C T E O A T A L L T I M E S A N D W H E R E R E Q U I R E D F O R T H E P R O P E R E X E C U T I O N O F T H E W O R K , S H A L L B E R E L O C A T E O A S D I R E C T E D B Y C O N T R A C T O R . E X T R E M E C A U T I O N S H O U L D B E U S E D B Y T H E C O N T R A C T O R " 1 - I E N E X C A V A T I N G O R D R I W N G P I E R S A R C X J N D O R N E A R U T I L I T I E S . C O N T R A C T O R S H A L L P R O V I D E S A F E T Y T R A I N I N G F O R T H E W O R K I N G C R E W . T H I S W I L L I N C L U D E B U T N O T B E U M I T E O T O A ) F A L L P R O T E C T I O N B ) C O N F I N E D S P A C E C ) E L E C T R I C A L S A F E T Y D ) T R E N C H I N G A N D E X C A V A T I O N E ) C O N S T R U C T I O N S A F E T Y P R O C E D U R E S . 1 1 . A L L S I T E W O R K S H A L L B E A S I N D I C A T E O O N T H E S T A M P E D C O N S T R U C T I O N D R A W I N G S A N D P R O . E C T S P E C I F I C A T I O N S , L A T E S T A P P R O V E D R E V I S I O N . 1 2 . C O N T R A C T O R S H A L L K E E P T H E S I T E F R E E F R O M A C C U M U L A T I N G W A S T E M A T E R I A L , D E B R I S , A N D T R A S H A T T H E C O M P L E l l O N O F T H E W O R K . I F N E C E S S A R Y , R U B B I S H , S T U M P S , D E B R I S , S T I C K S , S T O N E S A N D O T H E R R E F U S E S H A L L B E R E M O V E D F R O M T H E S I T E A N D D I S P O S E D O F L E G A L L Y . 1 3 . A L L E X I S T I N G I N A C T I V E S E W E R , W A T E R , G A S , E L E C T R I C A N D O T H E R U T I L I T I E S , W H I C H I N T E R F E R E W I T H T H E E X E C U T I O N O F T H E W O R K , S H A L L B E R E M O V E D A N D / O R C A P P E D , P W G G E D O R O T H E R W I S E D I S C O N T I N U E D A T P O I N T S W H I C H W I L L N O T I N T E R F E R E W I T H T H E E X E C U T I O N O F T H E W O R K , S U B . E C T T O T H E A P P R O V A L O F C O N T R A C T O R , T O W E R O W N E R . C R O Y , t , 1 C A S T L E U S A I N C . . A N D / O R L O C A L U T I L I T I E S . 1 4 . T H E C O N T R A C T O R S H A L L P R O V I D E S I T E S I G N A G E I N A C C O R D A N C E W I T H T H E T E C H N I C A L S P E C I F I C A T I O N F O R S I T E S I G N A G E R E Q U I R E D B Y L O C A L . . U R I S D I C T I O N A N D S I G N A G E R E Q U I R E D O N I N D I V I D U A L P I E C E S O F E Q U I P M E N T , R O O M S . A N D S H E L T E R S . 1 5 . T H E S I T E S H A L L B E G R A D E D T O C A U S E S U R F A C E W A T E R T O F L O W A W A Y F R O M T H E C A R R I E R ' S E Q U I P M E N T A N D T O W E R A R E A S . 1 6 . T H E S U B G R A D E S H A L L B E C O M P A C T E D A N D B R O U G H T T O A S M O O T H U N I F O R M G R A D E P R I O R T O F I N I S H E D S U R F A C E A P P L I C A T I O N . 1 7 . T H E A R E A S O F T H E O W N E R S P R O P E R T Y D I S n J R B E D B Y T H E W O R K A N D N O T C O V E R E D B Y T H E T O W E R , E Q U I P M E N T O R D R I V E W A Y , S H A L L B E G R A D E D T O A U N I F O R M S L O P E , A N D S T A B I L I Z E D T O P R E V E N T E R O S I O N A S S P E C I F I E D O N T H E C O N S T R U C T I O N D R A W I N G S A N D / O R P R O . E C T S P E C I F I C A T I O N S . 1 8 . C O N T R A C T O R S H A L L M I N I M I Z E D I S T U R B A N C E T O E X I S T I N G S I T E D U R I N G C O N S T R U C T I O N . E R O S I O N C O N T R O L M E A S U R E S , I F R E Q U I R E D D U R I N G C O N S T R U C T I O N , S H A L L B E I N C O N F O R M A N C E W I T H T H E L O C A L G U I D E L I N E S F O R E R O S I O N A N D S E D I M E N T C O N T R O L 1 9 . T H E C O N T R A C T O R S H A L L P R O T E C T E X I S T I N G I M P R O V E M E N T 5 , P A V E M E N T S , C U R B S . L A N D S C A P I N G A N D S T R U C T U R E S . A N Y D A M A G E D P A R T S H A L L B E R E P A I R E D A T C O N T R A C T O R ' S E X P E N S E T O T H E S A T I S F A C T I O N O F O W N E R . 2 0 . C O N T R A C T O R S H A L L L E G A L L Y A N D P R O P E R L Y D I S P O S E O F A L L S C R A P M A T E R I A L S S U C H A S C O A X I A L C A B L E S A N D O T H E R I T E M S R E M O V E D F R O M T H E E X I S T I N G F A C I L I T Y . A N T E N N A S R E M O V E D S H A L L B E R E T U R N E D T O T H E O W N E R ' S D E S I G N A T E O L O C A T I O N . 2 1 . C O N T R A C T O R S H A L L L E A V E P R E M I S E S I N C L E A N C O N D I T I O N . T R A S H A N D D E B R I S S H O U L D B E R E M O V E D F R O M S I T E O N A D A I L Y B A S I S . 2 2 . N O F I L L O R E M B A N K M E N T M A T E R I A L S H A L L B E P L A C E D O N F R O Z E N G R O U N D . F R O Z E N M A T E R I A L S . S N O W O R I C E S H A L L N O T B E P L A C E D I N A N Y F I L L O R E M B A N K M E N T . r G E N E R A L N O T E S : 1 . F O R T H E P U R P O S E O F C O N S T R U C T I O N D R A W I N G , T H E F O L L O V t 1 N G D E F I N I T I O N S S H A L L A P P L Y : C O N T R A C T O R : G E N E R A L C O N T R A C T O R R E S P O N S I B L E F O R C O N S T R U C T I O N C A R R I E R : T - M O B I L E T O W E R O W N E R : C R O W N C A S T L E U S A I N C . 2 . T H E S E D R A W I N G S H A V E B E E N P R E P A R E D U S I N G S T A N D A R D S O F P R O F E S S I O N A L C A R E A N D C O M P L E T E N E S S N O R M A L L Y E X E R C I S E D U N D E R S I M I L A R C I R C U M S T A N C E S B Y R E P U T A B L E E N G I N E E R S I N T H I S O R S I M I L A R L O C A L I T I E S . I T 1 5 A S S U M E D T H A T T H E W O R K D E P I C T E O W I L L B E P E R F O R M E D B Y A N E X P E R I E N C E D C O N T R A C T O R A N D / O R W O R K P E D P L E W H O H A V E A W O R K I N G K N O W L E D G E O F T H E A P P L I C A B L E C O D E S T A N D A R D S A N D R E Q U I R E M E N T S A N D O F I N D U S T R Y A C C E P T E D S T A N D A R D G O O D P R A C T I C E . A S N O T E V E R Y C O N D I T I O N O R E L E M E N T I S ( O R C A N B E ) E X P U C I T L Y S H O W N O N T H E S E D R A W I N G S , T H E C O N T R A C T O R S H A L L U S E I N D U S T R Y A C C E P T E O S T A N D A R D G O O D P R A C T I C E F O R M I S C E L L A N E O U S W O R K N O T E X P U C I T L Y S H O W N . 3 . T H E S E D R A W I N G S R E P R E S E N T T H E F I N I S H E D S T R U C T U R E . T H E Y D O N O T I N D I C A T E T H E M E A N S O R M E T H O D S O F C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R T H E C O N S T R U C T I O N M E A N S . M E T H O D S . T E C H N I Q U E S , S E Q U E N C E S , A N D P R O C E D U R E S . T H E C O N T R A C T O R S H A L L P R O V I D E A L L M E A S U R E S N E C E S S A R Y F O R P R O T E C T I O N O F L I F E A N D P R O P E R T Y D U R I N G C O N S T R U C T I O N . S U C H M E A S U R E S S H A L L I N C L U D E , B U T N O T B E U M I T E O T O , B R A C I N G , F O R M W O R K , S H O R I N G , E T C . S I T E V I S I T S B Y T H E E N G I N E E R O R H I S R E P R E S E N T A T I V E W I L L N O T I N C L U D E I N S P E C T I O N O F T H E S E I T E M S A N D 1 5 F O R S T R U C T U R A L O B S E R V A T I O N O F T H E F I N I S H E D S T R U C T U R E O N L Y . 4 . N O T E S A N D D E T A I L S I N T H E C O N S T R U C T I O N D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S A R E S H O W N , C O N S T R U C T I O N S H A L L C O N F O R M T O S I M I L A R W O R K C J - . l T H E P R O . E C T , A N D / O R A S P R O V I D E D F O R I N T H E C O N T R A C T D O C U M E N T S . W H E R E D I S C R E P A N C I E S O C C U R B E T W E E N P L A N S , D E T A I L S , G E N E R A L N O T E S , A N D S P E C I F I C A T I O N S , T H E G R E A T I E R , M O R E S T R I C T R E Q U I R E M E N T S , S H A L L G O V E R N . I F F U R T H E R C L A R I F I C A T I C J - . l I S R E Q U I R E D C O N T A C T T H E E N G I N E E R O F R E C O R D . 5 . S U B S T A N T I A L E F F O R T H A S B E E N M A D E T O P R O V I D E A C C U R A T E D I M E N S I O N S A N D M E A S U R E M E N T S C J - . l T H E D R A W I N G S T O A S S I S T I N T H E F A B R I C A T I O N A N D / O R P L A C E M E N T O F C O N S T R U C T I O N E L E M E N T S B U T I T I S T H E S O L E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O F I E L D V E R I F Y T H E D I M E N S I C J - . l S , M E A S U R E M E N T S , A N D / O R C L E A R A N C E S S H O W N I N T H E C O N S T R U C T I O N D R A W I N G S P R I O R T O F A B R I C A T I O N O R C U T T I N G O F A N Y N E W O R E X I S T I N G C O N S T R U C T I O N E L E M E N T S . I F I T I S D E T E R M I N E D T H A T T H E R E A R E D I S C R E P A N C I E S A N D / O R C O N F L I C T S W I T H T H E C O N S T R U C T I O N D R A W I N G S T H E E N G I N E E R O F R E C O R D I S T O B E N O T I F I E D A S S O O N A S P O S S I B L E . 6 . P R I O R T O T H E S U B M I S S I C J - . l O F B I D S , T H E B I D D I N G C O N T R A C T O R S H A L L V I S I T T H E C E L L S I T E T O F A M I L I A R I Z E W I T H T H E E X I S T I N G C O N D I T I O N S A N D T O C O N F I R M T H A T T H E W O R K C A N B E A C C O M P L I S H E D A S S H O W N O N T H E C O N S T R U C T I O N D R A W I N G S . A N Y D I S C R E P A N C Y F O U N D S H A L L B E B R C X J G H T T O T H E A T T E N T I O N O F C R O W N C A S T L E . 7 . A L L M A T E R I A L S F U R N I S H E D A N D I N S T A L L E D S H A L L B E I N S T R I C T A C C O R D A N C E W I T H A L L A P P L I C A B L E C O D E S . R E G U L A T I O N S A N D O R D I N A N C E S . C O N T R A C T O R S H A L L I S S U E A L L A P P R O P R I A T E N O T I C E S A N D C O M P L Y W I T H A L L L A W S , O R D I N A N C E S , R U L E S , R E G U L A T I O N S A N D L A W F U L O R D E R S O F A N Y P U B L I C A U T H O R I T Y R E G A R D I N G T H E P E R F O R M A N C E O F T H E W O R K . A L L W O R K C A R R I E D O U T S H A L L C O M P L Y W I T H A L L A P P L I C A B L E l i l U N I C I P A L A N D U T I L I T Y C O M P A N Y S P E C I F I C A T I O N S A N D L O C A L . . U R I S O I C T I O N A L C O D E S , O R D I N A N C E S A N D A P P L I C A B L E R E G U L A T I O N S . B . U N L E S S N O T E D O T H E R W I S E , T H E W O R K S H A L L I N C L U D E F U R N I S H I N G M A T E R I A L S . E Q U I P M E N T , A P P U R T E N A N C E S A N D L A B O R N E C E S S A R Y T O C O M P L E T E A L L I N S T A L L A T I O N S A S I N D I C A T E D O N T H E D R A W I N G S . 9 . T H E C O N T R A C T O R S H A L L I N S T A L L A L L E Q U I P M E N T A N D M A T E R I A L S I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S U N L E S S S P E C I F I C A L L Y S T A T E D O T H E R W I S E • 1 0 . I F T H E S P E C I F I E D E Q U I P M E N T C A N N O T B E I N S T A L L E D A S S H O W N O N T H E S E D R A W N G S . T H E C O N T R A C T O R S H A L L P R O P O S E A N A L T E R N A T I V E I N S T A L L A T I O N F O R A P P R O V A L B Y T H E C A R R I E R A N D C R O W N C A S l l E P R I O R T O P R O C E E D I N G W T H A N Y S U C H C H A N G E O F I N S T A L L A T I O N . 1 1 . C O N T R A C T O R I S T O P E R F O R M A S I T E I N V E S T I G A T I O N A N D I S T O D E T E R M I N E T H E B E S T R O U T I N G O F A L L C O N D U I T S F O R P O W E R , A N D T E L C O A N D F O R G R O U N D I N G C A B L E S A S S H O W N I N T H E P O W E R , T E L C O , A N D G R C X J N D I N G P L A N D R A W I N G S . 1 2 . T H E C O N T R A C T O R S H A L L P R O T E C T E X I S T I N G I M P R O V E M E N T S , P A V E M E N T S , C U R B S , L A N D S C A P I N G A N D S T R U C T U R E S . A N Y D A M A G E D P A R T S H A L L B E R E P A I R E D A T C O N T R A C T O R ' S E X P E N S E T O T H E S A T I S F A C T I O N O F C R O W N C A S T L E U S A I N C . 1 3 . C O N T R A C T O R S H A L L L E G A L L Y A N D P R O P E R L Y D I S P O S E O F A L L S C R A P M A T E R I A L S S U C H A S C O A X I A L C A B L E S A N D O T H E R I T E M S R E M O V E D F R O M T H E E X I S T I N G F A C I L I T Y . A N T E N N A S R E M O V E D S H A L L B E R E T U R N E D T O T H E O W N E R ' S D E S I G N A T E D L O C A T I O N . 1 4 . C O N T R A C T O R S H A L L L E A V E P R E M I S E S I N C L E A N C O N D I T l O N . T R A S H A N D D E B R I S S H O U L D B E R E M O V E D F R O M S I T E O N A D A I L Y B A S I S . C O N C R E T E F O U N D A T I O N S A N D R E I N F O R C I N G S T E E L : 1 . A L L C O N C R E T E W O R K S H A L L B E I N A C C O R D A N C E W I T H T H E A C I 3 0 1 , A C I 3 1 8 , A C I 3 3 6 , A S T M A 1 8 4 , A S T M A 1 8 5 A N D T H E D E S I G N A N D C O N S T R U C T I O N S P E a F I C A T I O N F O R C A S T - I N - P L A C E C O N C R E T E . 2 . U N L E S S N O T E D O T H E R W I S E , S O I L B E A R I N G P R E S S U R E U S E D F O R D E S I G N O F S L A B S A N D F O U N D A T I O N S I S A S S U M E D T O B E 1 0 0 0 p s f . 3 . A L L C O N C R E T E S H A L L H A V E A M I N I M U M C O M P R E S S I V E S T R E N G T H ( t ' c ) O F 3 0 0 0 p s i A T 2 8 D A Y S , U N L E S S N O T E D O T H E R W S E . N O M O R E T H A N 9 0 M I N U T E S S H A L L E L A P S E F R O M B A T C H T I M E T O T I M E O F P L A C E M E N T U N L E S S A P P R O V E D B Y T H E E N G I N E E R O F R E C O R D . T E M P E R A T U R E O F C O N C R E T E S H A L L N O T E X C E E D 9 0 ' f A T T I M E O F P L A C E M E N T . 4 . C O N C R E T E E X P O S E D T O F R E E Z E - T H A W C Y C L E S S H A L L C C J - . l T A I N A I R E N T R A I N I N G A D M I X n J R E S . A M O U N T O F A I R E N T R A I N M E N T T O B E B A S E D O N S I Z E O F A G G R E G A T E A N D F 3 C L A S S E X P O S U R E ( V E R Y S E V E R E ) . C E M E N T U S E D T O B E T Y P E I I P O R T L A N D C E M E N T W I T H A M A X I M U M W A T E R - T O - C E M E N T R A T I O ( W / C ) O F 0 . 4 5 . 5 . A L L S T E E L R E I N F O R C I N G S H A L L C O N F O R M T O A S T M A 6 1 5 . A L L \ I E L D E D W I R E F A B R I C ( W W I ' ) S H A L L C O N F O R M T O A S T M A 1 8 5 . A L L S P L I C E S S H A L L B E C L A S S " B " T E N S I O N S P L I C E S , U N L E S S N O T E O O T H E R W S E . A L L H O O K S S H A L L B E S T A N D A R D 9 0 D E G R E E H O O K S , U N L E S S N O T E D O T H E R W S E . Y I E L D S T R E N G T H ( F y ) O F S T A N D A R D D E F O R M E D B A R S A R E A S F O L L O W S : # 4 B A R S A N D S M A L . L f R _ _ _ _ _ _ , _ _ _ _ _ _ _ _ 4 0 k s i # 5 B A R S A N D L A R G E a 6 0 k s i 6 . T H E F O L L O W I N G M I N I M U M C O N C R E T E C O V E R S H A L L B E P R O V I D E D F O R R E I N F O R C I N G S T E E L U N L E S S S H O W N O T H E R W I S E O N D R A W I N G S : C O N C R E T E C A S T A G A I N S T A N D P E R M A N E N T L Y E X P O S E D T O E A R ™ - - - - 3 " C O N C R E T E E X P O S E D T O E A R T H O R W E A T H E R : # 6 B A R S A N D L A R G E " . . . . 2 " # 5 B A R S A N D S M A 1 1 c i , 1 - 1 / 2 " C O N C R E T E N O T E X P O S E D T O E A R T H O R W E A T H E R : S L A B A N D W . , ~ 3 / 4 " B E A M S A N D C O L U M N " 1 - 1 / 2 " 7 . A T O O L E D E D G E O R A 3 / 4 " C H A M F E R S H A L L B E P R O V I D E D A T A L L E X P O S E D E D G E S O F C O N C R E T E , U N L E S S N O T E O O T H E R W I S E , I N A C C O R D A N C E W I T H A C I 3 D 1 S E C T I O N 4 . 2 . 4 . 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " ' " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c _ _ . . . . . . I . G R E E N F I E L D G R O U N D I N G N O T E S : 1 . A L L G R O U N D E L E C T R O D E S Y S T E M S ( I N C L U D I N G T E L E C O M M U N I C A T I O N , R A D I O , L I G H T N I N G P R O T E C T I O N A N D A C P O W E R G E S ' S ) S H A L L B E B O N D E D T O G E T H E R A T O R B E L O W G R A D E , B Y T W O O R M O R E C O P P E R B O N D I N G C O N D U C T O R S I N A C C O R D A N C E W I T H T H E N E C . 2 . T H E C O N T R A C T O R S H A L L P E R F O R M I E E E F A L L - O F - P O T E N T A L R E S I S T A N C E T O E A R T H T E S T I N G ( P E R I E E E 1 1 0 0 A N D 8 1 ) F O R G R C X J N D E L E C T R O D E S Y S T E M S , T H E C O N T R A C T O R S H A L L F U R N I S H A N D I N S T A L L S U P P L E M E N T A L G R O U N D E L E C T R O D E S A S N E E D E D T O A C H I E V E A T E S T R E S U L T O F 5 O H M S O R L E S S . 3 . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R P R O P E R L Y S E Q U E N C I N G G R O U N D I N G A N D U N D E R G R O U N D C O N D U I T I N S T A L L A T I O N A S T O P R E V E N T A N Y L O S S O F C O N T I N U I T Y I N T H E G R O U N D I N G S Y S T E M O R D A M A G E T O T H E C O N D U I T A N D P R O V I D E T E S T I N G R E S U L T S . 4 . M E T A L C O N D U I T A N D T R A Y S H A L L B E G R O U N D E D A N D M A D E E L E C T R I C A L L Y C O N T I N U O U S W I T H L I S T E D B O N D I N G F I T T I N G S O R B Y B O N D I N G A C R O S S T H E D I S C O N T I N U I T Y W I T H f 6 C O P P E R W R E U L A P P R O V E D G R O U N D I N G T Y P E C O N D U I T C L A M P S . 5 . M E T A L R A C E W A Y S H A L L N O T B E U S E D A S T H E N E C R E Q U I R E D E Q U I P M E N T G R O U N D C O N D U C T O R . S T R A N D E D C O P P E R C O N D U C T O R S W I T H G R E E N I N S U L A T I O N , S I Z E D I N A C C O R D A N C E W I T H T H E N E C , S H A L L B E F U R N I S H E D A N D I N S T A L L E D W I T H T H E P O \ I E R C I R C U I T S T O B T S E Q U I P M E N T . 6 . E A C H C A B I N E T F R A M E S H A L L B E D I R E C T L Y C O N N E C T E D T O T H E M A S T E R G R O U N D B A R W I T H G R E E N I N S U L A T E O S U P P L E M E N T A L E Q U I P M E N T G R O U N D W I R E S , # 6 S T R A N D E D C O P P E R O R L A R G E R F O R I N D O O R B T S ; # 2 B A R E S O L I D T I N N E D C O P P E R F O R O U l D O O R B T S . 7 . C O N N E C T I O N S T O T H E G R O U N D B U S S H A L L N O T B E D O U B L E D U P O R S T A C K E D B A C K T O B A C K C O N N E C T I O N S O N O P P O S I T E S I D E D F T H E G R O U N D B U S A R E P E R M I T T E D . 8 . A L L E X T E R I O R G R O U N D C O N D U C T O R S B E T W E E N E Q U I P M E N T / G R O U N D B A R S A N D T H E G R O U N D R I N G S H A L L B E # 2 S O L I D T I N N E D C O P P E R U N L E S S O T H E R W I S E I N D I C A T E O . 9 . A L U M I N U M C O N D U C T O R O R C O P P E R C L A D S T E E L C O N D U C T O R S H A L L N O T B E U S E D F O R G R O U N D I N G C O N N E C T I O N S . 1 0 . U S E O F 9 0 ' B E N D S I N T H E P R O T E C T I O N G R O U N D I N G C O N D U C T O R S S H A L L B E A V O I D E D W I - I E N 4 5 ° B E N D S C A N B E A D E Q U A T E L Y S U P P O R T E D . 1 1 . E X O T H E R M I C l ' E L D S S H A L L B E U S E D F O R A L L G R O U N D I N G C O N N E C T I O N S B E L O W G R A D E . 1 2 . A L L G R O U N D C O N N E C T I O N S A B O V E G R A D E ( I N T E R I O R A N D E X T E R I O R ) S H A L L B E F O R M E D U S I N G H I G H P R E S S C R I M P S , 1 3 . C O M P R E S S I O N G R O U N D C O N N E C T I O N S M A Y B E R E P L A C E D B Y E X O T H E R M I C W E L D C O N N E C T I O N S . 1 4 . I C E B R I D G E B O N D I N G C O N D U C T O R S S H A L L B E E X O T H E R M I C A L L Y B O N D E D O R B O L T E O T O T H E B R I D G E A N D T H E T O W E R G R O U N D B A R . 1 5 . A P P R O V E D A N T I O X I D A N T C O A T I N G S ( L e . C O N D U C T I V E G E L O R P A S T E ) S H A L L B E U S E C O N A L L C O M P R E S S I O N A N D B O L T E D G R C X J N D C O N N E C T I O N S . 1 6 . A L L E X T E R I O R G R O U N D C O N N E C T I O N S S H A L L B E C O A T E O W I T H A C O R R O S I O N R E S I S T A N T M A T E R I A L 1 7 . M I S C E L L A N E O U S E L E C T R I C A L A N D N O N - E L E C T R I C A L M E T A L B O X E S , F R A M E S A N D S U P P O R T S S H A L L B E B O N D E D T O T H E G R O U N D R I N G , I N A C C O R D A N C E W I T H T H E N E C . 1 8 . B O N D A L L M E T A W C O B J E C T S W I T H I N 6 f t O F M A I N G R O U N D R I N G W I T H ( 1 ) # 2 B A R E S O L I D T I N N E D C O P P E R G R O U N D C O N D U C T O R . 1 9 . G R O U N D C O N D U C T O R S U S E D F O R T H E F A C I L I T Y G R O U N D I N G A N D L I G H T N I N G P R O T E C T I O N S Y S T E M S S H A L L N O T B E R O U T E D T H R O U G H M E T A W C O B . E C T S T H A T F O R M A R I N G A R O U N D T H E C O N D U C T O R , S U C H A S M E T A W C C O N D U I T S , M E T A L S U P P O R T C U P S O R S L E E V E S T H R O U G H W A L L S O R F L O O R S . W H E N I T I S R E Q U I R E D T O B E H O U S E D I N C O N D U I T T O M E E T C O D E R E Q U I R E M E N T S O R L O C A L C O N D I T I O N S , N O N - M E T A W C M A T E R I A L S U C H A S P V C C O N D U I T S H A L L B E U S E D . W H E R E U S E O F M E T A L C O N D U I T I S U N A V O I D A B L E ( i . e . , N O N M E T A W C C O N D U I T P R O H I B I T E D B Y L O C A L C O D E ) T H E G R O U N D C O N D U C T O R S H A L L B E B O N D E D T O E A C H E N D O F T H E M E T A L C O N D U I T . 2 0 . A L L G R O U N D S T H A T T R A N S I T l O N F R C J . t B E L O W G R A D E T O A B O V E G R A D E M U S T B E # 2 B A R E S O I . I D T I N N E D C O P P E R I N 3 / 4 " N O N - M E T A W C . F L E X I B L E C O N D U I T F R O M 2 4 " B E L O W G R A D E T O W I T H I N 3 " T O 6 " C F C A D - W E L D T E R M I N A T I O N P O I N T . T H E E X P O S E D E N D O F T H E C O N D U I T M U S T B E S E A L E D W I T H S I L I C O N E C A U L K . ( A D D T R A N S I T I O N I N G G R O U N D S T A N D A R D D E T A I L A S W E L L ) . 2 1 . B U I L D I N G S W I - I E R E T H E M A I N G R O U N D I N G C O N D U C T O R S A R E R E Q U I R E D T O B E R C X J T E O T O G R A D E , T H E C O N T R A C T O R S H A L L R O U T E T W O G R C X J N D I N G C O N D U C T O R S F R O M T H E R O O F T O P , T O W E R S , A N D W A T E R T O W E R S G R O U N D I N G R I N G , T O T H E E X I S T I N G G R O U N D I N G S Y S T E M , T H E G R O U N D I N G C O N D U C T O R S S H A L L N O T B E S M A L L E R T H A N 2 / 0 C O P P E R . R O O F T O P G R O U N D I N G R I N G S H A L L B E B O N D E D T O T H E E X I S T I N G G R O U N D I N G S Y S T E M , T H E B U I L D I N G S T E E L C O L U M N S , L I G H T N I N G P R O T E C T I O N S Y S T E M , A N D B U I L D I N G M A I N W A T E R L I N E ( F E R R O U S O R N O N F E R R O U S M E T A L P I P I N G D N L Y ) . E L E C T R I C A L I N S T A L L A T I O N N O T E S : 1 . A L L E L E C T R I C A L W O R K S H A L L B E P E R F O R M E D I N A C C O R D A N C E W T H T H E P R O J E C T S P E C I F I C A T I O N S , N E C A N D A L L A P P L I C A B L E F E D E R A L , S T A T E , A N D L O C A L C O D E S / O R D I N A N C E S . 2 . C O N D U I T R O U T I N G S A R E S C H E M A T I C . C O N T R A C T O R S H A L L I N S T A L L C O N D U I T S S O T H A T A C C E S S T O E Q U I P M E N T I S N O T B L O C K E D A N D T R I P H A Z A R D S A R E E U M I N A T E D . 3 . W I R I N G , R A C E W A Y A N D S U P P O R T M E T H O D S A N D M A T E R I A L S S H A L L C O M P L Y W I T H T H E R E Q U I R E M E N T S O F T H E N E C . 4 . A L L C I R C U I T S S H A L L B E S E G R E G A T E D A N D M A I N T A I N M I N I M U M C A B L E S E P A R A T I O N A S R E Q U I R E D B Y T H E N E C . 4 . 1 . A L L E Q U I P M E N T S H A L L B E A R T H E U N D E R ~ I T E R S L A B O R A T O R I E S L A B E L O F A P P R O V A L . A N D S H A L L C O N F O R M T O R E Q U I R E M E N T O F T H E N A T I O N A L E L E C T R I C A L C O D E . 4 . 2 . A L L O V E R C U R R E N T D E V I C E S S H A L L H A V E A N I N T E R R U P T I N G C U R R E N T R A T I N G T H A T S H A L L B E G R E A T E R T H A N T H E S H O R T C I R C U I T C U R R E N T T O W I - I I C H T H E Y A R E S U B . E C T E D , 2 2 , 0 0 0 A I C M I N I M U M . V E R Y I F Y A V A I L A B L E S H O R T C I R C U I T C U R R E N T D O E S N O T E X C E E D T H E R A T I N G O F E L E C T R I C A L E Q U I P M E N T I N A C C O R D A N C E W I T H A R T I C L E 1 1 0 . 2 4 N E C O R T H E M O S T C U R R E N T A D O P T E D C O D E P R E T H E G O V E R N I N G . . U R I S D I C T I O N . 5 . E A C H E N D O F E V E R Y P O W E R P H A S E C O N D U C T O R , G R O U N D I N G C O N D U C T O R , A N D T E L C O C O N D U C T O R O R C A B L E S H A L L B E L A B E L E D W I T H C O L O R - C O D E D I N S U L A T I O N O R E L E C T R I C A L T A P E ( 3 M B R A N D , 1 / 2 " P L A S T I C E L E C T R I C A L T A P E W I T H U V P R O T E C T I O N , O R E Q U A L ) . T H E I D E N T I F I C A T I O N M E T H O D S H A L L C O N F O R M W I T H N E C A N D O S H A . 6 . A L L E L E C T R I C A L C C J . t P C J , I E N T S S H A L L B E C L E A R L Y L A B E L E D W I T H L A M I C O I D T A G S S H O W I N G T H E I R R A T E D V O L T A G E , P H A S E C O N F I G U R A T I O N , W I R E C O N F I G U R A T I O N , P O W E R O R A M P A C I T Y R A T I N G A N D B R A N C H C I R C U I T I D N U M B E R S ( i . e . P A N E L B O A R D A N D C I R C U I T I D ' S ) . 7 . P A N E L B O A R D S ( I D N U M B E R S ) S H A L L B E C L E A R L Y L A B E L E D W I T H P L A S T I C L A B E L 5 . B . A L L T I E W R A P S S H A L L B E C U T F L U S H W I T H A P P R O V E D C U T T I N G T O O L T O R E M O V E S H A R P E D G E S . 9 . A L L P O W E R A N D E Q U I P M E N T G R O U N D W I R I N G I N T U B I N G O R C C J , I D U I T S H A L L B E S I N G L E C O P P E R C O N D U C T O R C , 1 4 O R L A R G E R ) W I T H T Y P E T H H W , T H W N , T H W N - 2 , X H H W , X H H W - 2 , T H W , T H W - 2 , R H W , O R R H W - 2 I N S U L A T I O N U N L E S S O T H E R W I S E S P E C I F I E D . 1 0 . S U P P L E M E N T A L E Q U I P M E N T G R C X J N D W I R I N G L O C A T E O I N D O O R S S H A L L B E S I N G L E C O P P E R C O N D U C T O R ( # 6 O R L A R G E R ) W I T H T Y P E T H H W , T H W N , T H W N - 2 , X H H W , X H H W - 2 , T H W , T H W - 2 , R H W , O R R H W - 2 I N S U L A T I O N U N L E S S O T H E R W I S E S P E C I F I E D . 1 1 . P O W E R A N D C O N T R O L W R I N G I N F L E X I B L E C O R D S H A L L B E M U L T I - C O N D U C T O R , T Y P E S C O W C O R D ( # 1 4 O R L A R G E R ) U N L E S S O T H E R W I S E S P E C I F I E D . 1 2 . P O W E R A N D C C J , I T R O L W R I N G F O R U S E I N C A B L E T R A Y S H A L L B E M U L T I - C O N D U C T O R , T Y P E T C C A B L E ( # 1 4 O R L A R G E R ) , W I T H T Y P E T H H W , T H W N , T H W N - 2 , X H H W , X H H W - 2 , T H W , T H W - 2 , R H W , O R R H W - 2 I N S U L A T I O N U N L E S S O T H E R W I S E S P E C I F I E D . 1 3 . A L L P O W E R A N D G R O U N D I N G C O N N E C T I O N S S H A L L B E C R I M P - S T Y L E , C O M P R E S S I O N W I R E L U G S A N D W I R E N U T S B Y T H O M A S A N D B E T T S ( O R E Q U A L ) . L U G S A N D W I R E N U T S S H A L L B E R A T E D F O R O P E R A T I O N N D T L E S S T H A N 7 5 ' C ( 9 0 ° C I F A V A I L A B L E ) . 1 4 . R A C E W A Y A N D C A B L E T R A Y S H A L L B E U S T E O O R L A B E L E D F O R E L E C T R I C A L U S E I N A C C O R D A N C E W I T H N E M A , U L , A N S I / I E E E A N D N E C . 1 5 . E L E C T R I C A L M E T A W C n J B I N G ( E M T ) , I N T E R M E O I A T E M E T A L C O N D U I T ( I M C ) , O R R I G I D M E T A L C O N D U I T ( R M C ) S H A L L B E U S E D F O R E X P O S E O I N D O O R L O C A T I O N S . 1 6 . E L E C T R I C A L M E T A W C T U B I N G ( E M T ) O R M E T A L - C L A D C A B L E ( M C ) S H A L L B E U S E D F O R C O N C E A L E D I N D O O R L O C A T I O N S . 1 7 . S C H E D U L E 4 0 P V C U N D E R G R O U N D O N S T R A I G H T S A N D S C H E D U L E 8 0 P V C F O R A L L E L B O W S / 9 D s A N D A L L A P P R O V E D A B O V E G R A D E P V C C O N D U I T . 1 8 . L I Q U I D - T I G H T F L E X I B L E M E T A W C C O N D U I T ( U Q U I D - T I T E F L E X ) S H A L L B E U S E D I N D O O R S A N D O U l D O O R S , W H E R E V I B R A T I O N O C C U R S O R F L E X I B I L I T Y I S N E E D E D . 1 9 . C O N D U I T A N D T U B I N G F I T T I N G S S H A L L B E T H R E A D E D O R C O M P R E S S I O N - T Y P E A N D A P P R O V E D F O R T H E L O C A T I O N U S E D . S E T S C R E W F I T T I N G S A R E N O T A C C E P T A B L E . 2 0 . C A B I N E T S , B O X E S A N D W I R E W A Y S S H A L L B E L A B E L E D F O R E L E C T R I C A L U S E I N A C C O R D A N C E W I T H H E M A , U L , A N S I / I E E E A N D T H E N E C . 2 1 . W I R E W A Y S S H A L L B E M E T A L W I T H A N E N A M E L F I N I S H A N D I N C L U D E A H I N G E D C O V E R , D E S I G N E D T O S W I N G O P E N D O W N W A R D S ( W I R E M O L D S P E C M A T E W I R E W A Y ) . 2 2 . S L O T T E D W I R I N G D U C T S H A L L B E P V C A N D I N C L U D E C O V E R ( P A N D U I T T Y P E E O R E Q U A L ) . 2 3 . C O N D U I T S S H A L L B E F A S T E N E D S E C U R E L Y I N P L A C E W I T H A P P R O V E D N O N - P E R F O R A T E D S T R A P S A N D H A N G E R S . E X P L O S I V E D E V I C E S ( i . e . P O W E R - A C T U A T E O ) F O R A T T A C H I N G H A N G E R S T O S l R U C n J R E W I L L N O T B E P E R M I T T E O . C L O S E L Y F O L L O W T H E L I N E S O F T H E S T R U C T U R E , M A I N T A I N C L O S E P R O X I M I T Y T O T H E S T R U C T U R E A N D K E E P C O N D U I T S I N T I G H T E N V E L C J ' E S . C H A N G E S I N D I R E C T I O N T O R O U T E A R O U N D O B S T A C L E S S H A L L B E M A D E W I T H C O N D U I T O U T L E T B O D I E S . C O N D U I T S H A L L B E I N S T A L L E D I N A N E A T A N D W O R K M A N L I K E M A N N E R . P A R A L L E L A N D P E R P E N D I C U L A R T O S T R U C T U R E W A L L A N D C E I L I N G L I N E S . A L L C O N D U I T S H A L L B E F I S H E D T O C L E A R O B S T R U C T I O N S . E N D S O F C O N D U I T S S H A L L B E T E M P O R A R I L Y C A P P E D F W S H T O F I N I S H G R A D E T O P R E V E N T C O N C R E T E , P L A S T E R O R D I R T F R O M E N T E R I N G . C O N D U I T S S H A L L B E R I G I D L Y C L A M P E D T O B O X E S B Y G A L V A N I Z E D M A L L E A B L E I R O N B U S H I N G O N I N S I D E A N D G A L V A N I Z E D M A L L E A B L E I R O N L O C K N U T O N O U T S I D E A N D I N S I D E . 2 4 . E Q U I P M E N T C A B I N E T S , T E R M I N A L B O X E S , J U N C T I O N B O X E S A N D P U L L B O X E S S H A L L B E G A L V A N I Z E D O R E P O X Y - C O A T E O S H E E T S T E E L . S H A L L M E E T O R E X C E E D U L 5 0 A N D B E R A T E D N E M A 1 ( O R B E T T E R ) F O R I N T E R I O R L O C A T I O N S A N D N E M A J R ( O R B E T T E R ) F O R E X T E R I O R L O C A T I O N S . 2 5 . M E T A L R E C E P T A C L E , S W I T C H A N D D E V I C E B O X E S S H A L L B E G A L V A N I Z E O , E P O X Y - C O A T E D O R N O N - C O R R O D I N G ; S H A L L M E E T O R E X C E E D U L 5 1 4 A A N D N E M A O S 1 A N D B E R A T E O N E M A 1 ( O R B E T T E R ) F O R I N T E R I O R L O C A T I O N S A N D W E A T H E R P R O T E C T E D ( W P O R B E T T E R ) F O R E X T E R I O R L O C A T I O N S . 2 6 . N O N M E T A W C R E C E P T A C L E , S W I T C H A N D D E V I C E B O X E S S H A L L M E E T O R E X C E E D N E M A O S 2 ( N E W E S T R E V I S I O N ) A N D B E R A T E D H E M A 1 ( O R B E T T E R ) F ' O R I N T I E R I O R L O C A T I O N S A N D W E A T H E R P R O T E C T E O ( W P O R B E T T E R ) F O R E X T E R I O R L O C A T I O N S . 2 7 . T H E C O N T R A C T O R S H A L L N O T I F Y A N D O B T A I N N E C E S S A R Y A U T H O R I Z A T I O N F R O M T H E C A R R I E R A N D / O R C R O W N C A S T L E U S A I N C . B E F O R E C O M M E N C I N G W O R K O N T H E A C P O W E R D I S T R I B U T I O N P A N E L S . 2 8 . T H E C O N T R A C T O R S H A L L P R O V I D E N E C E S S A R Y T A G G I N G O N T H E B R E A K E R S . C A B L E S A N D D I S T R I B U T I O N P A N E L S I N A C C O R D A N C E W T H T H E A P P L I C A B L E C O D E S A N D S T A N D A R D S T O S A F E G U A R D L I F E A N D P R O P E R T Y . 2 9 . I N S T A L L L A M I C O I D L A B E L O N T H E M E T E R C E N T E R T O S H O W i - M O B I L E " . 3 0 . A L L E M P T Y / S P A R E C O N D U I T S T H A T A R E I N S T A L L E D A R E T O H A V E A M E T E R E D M U L E T A P E P U L L C O R D I N S T A L L E D , C O N D U C T O R C O L O R C O D E S Y S T E M C O N D U C T O R C O L O R A P H A S E B L A C K 1 2 0 / 2 4 0 V , 1 0 B P H A S E R E D N E U T R A L \ \ H I T E G R O U N D G R E E N A P H A S E B L A C K B P H A S E R E D 1 2 0 / 2 0 8 V , 3 0 C P H A S E B L U E N E U T R A L W H I T E G R O U N D G R E E N A P H A S E B R O W N B P H A S E O R A N G E O R P U R P L E 2 n / 4 8 0 V , 3 0 C P H A S E Y E L L O W N E U T R A L G R E Y G R O U N D G R E E N D C V O L T A G E P C S ( + ) R E D . . N E G ( - ) B L A C K • • • S E E N E C 2 1 0 . 5 ( C ) ( 1 ) A N D ( 2 ) • • P O L A R I T Y M A R K E D A T T E R M I N A T I O N A B B R E V I A T I O N S : A N T A N T E N N A ( E ) E X I S T I N G F I F F A C I L I T Y I N T I E R F A C E F R A M E G E N G E N E R A T O R G P S G L O B A L P O S I T l O N I N G S Y S T E M G S M G L O B A L S Y S T E M F O R M O B I L E L T E L O N G T E R M E V O L U T I O N M G B M A S T E R G R O U N D B A R M W M I C R O W A V E ( N ) N E W N E C N A T I O N A L E L E C T R I C C O D E ( P ) P R O P O S E D P P P O W E R P L A N T Q T Y Q U A N T I T Y R E C T R E C T I F I E R R B S R A D I O B A S E S T A T I O N R E T R E M O T E E L E C T R I C T I L T R m s R A D I O F R E Q U E N C Y D A T A S H E E T R R H R E M O T E R A D I O H E A D R R U R E M O T E R A D I O U N I T S I A D S M A R T I N T E G R A T E O D E V I C E T M A T O W E R M O U N T E O A M P L I F I E R T Y P T Y P I C A L U M T S U N I V E R S A L M O B I L E T E L E C O M M U N I C A T I O N S S Y S T E M W . P . W O R K P O I N T A P W A U N I F O R M C O L O R C O D E : ~ P R O P O S E D E X C A V A T I O N ~ T E M P O R A R Y S U R V E Y M A R K I N G S I E I I I I E L E C T R I C P O W E R L I N E S , C A B L E S , C O N D U I T , A N D L I G H T I N G C A B L E S ~ G A S . O I L , S T E A M , P E T R O L E U M , O R G A S E O U S ~ M A T E R I A L S ~ C O M M U N I C A T I O N , A L A R M O R S I G N A L L I N E S , ~ C A B L E S , O R C O N D U I T A N D T R A F F I C L O O P S - P O T A B L E W A T E R ~ R E C L A I M E D W A T E R . I R R I G A T I O N , A N D S L U R R Y l l i l i i l i l i a L I N E S S E V E R S A N D D R A I N L I N E S r . . J ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - Z 5 5 5 5 - C [ 1 I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 C - 1 . 1 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s N S I T E P L A N D I S C L A I M E R : P R O P E R T Y L I N E S A N D S T R U C T U R E S H A V E B E E N D I G I T I Z E D F R O M P R E V I O U S P L A N S E T S O R F R O M A S S E S S O R S M A P S . C R O W N C A S T L E U S A I N C . H A S N O T C O M P L E T E D A S I T E S U R V E Y A N D T H E R E F O R E M A K E S N O C L A I M S A S T O T H E A C C U R A C Y O F I N F O R M A T I O N D E P I C T E D O N T H I S S H E E T E X I S T I N G C A R R I E R C O N C R E T E E Q U I P M E N T P A D E X I S T I N G T - M O B I L E I C E B R I D G E 0 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R I C E ( T Y P . ) / E X I S T I N G G T W ( r t P . ) I t £ E X I S T I N G G E N E R A T O R l ~ E X I S T I N G U T I L I T Y ~ ~ - H - F R A M E ( T Y P . ) [ J n l E X I S T I N G T - M O B I L E 8 ' - O " x 1 3 ' - O " : : J U C O N C R E T E E Q U I P M E N T P A D W I T H I N G R O U N D S P A C E V E X I S T I N G F E N C E \ ~ . J . . . . · · · - · ~ E X I S T I N G A C C E S S G A T E C D E X I S T I N G S I T E P L A N S C A L E : 4 ' 0 4 ' 8 ' 1 6 ' i i i ' & : ~ R ? i : l ~ f H ~ 1 , 3 1 : : , , . ~ ~ - ~ § i i § ~ ~ i i i i i i i i l ~ ~ ~ ( I N F E E T ) I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 C - 1 . 2 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s N N N O T E : T H E P O W E R D E S I G N F O R A N Y A C E L E C T R I C A L P O W E R C H A N G E S I S T O B E P E R F O R M E D B Y O T H E R S A N D I S S H O W N H E R E F O R R E F E R E N C E P U R P O S E S O N L Y . T - M O B I L E I S S O L E L Y R E S P O N S I B L E F O R T H E E L E C T R I C A L P O W E R D E S I G N . E X I S T I N G T - M O B I L E 3 ' - o " x 4 ' - a " C O N C R E T E E Q U I P M E N T P A D E X I S T I N G T - M O B I L E . l l N C T I O N B O X T O B E R E M O V E D - - - - - ~ ~ - - ~ - ~ E X I S T I N G T - M O B I L E I C E B R I D G E ( T Y P . ) ( 4 ) E X I S T I N G T - M O B I L E 1 - 5 / 8 " & ( 2 ) 1 - 1 / 4 " C O A X C A B L E S T O R E M A I N . E X I S T I N G T - M O B I L E 3 ' - o " x 4 ' - o · C O N C R E T E E Q U I P M E N T P A D ( 4 ) E X I S T I N G T - M O B I L E 1 - 5 / 8 " & ( 2 ) 1 - 1 / 4 " C O A X C A B L E S T O R E M A I N . ( 3 ) N E W T - M O B I L E R F S H B 1 5 8 - 2 1 U 8 S 2 4 - x x M 1 - 5 / 8 • H Y E R I D C A i l . E S R < l l l E D A L O N G E X I S T I N G I C E B R E G E E X I S T I N G T - M O B I L E E Q U I P M E N T C A B I N E T s T O B E R E M O V E D 1 E X I S T I N G E Q U I P M E N T P L A N s c A L E : ~ i t I : ~ f = : r - t : ~ ~ r r : r m = = F ~ 8 = t £ W T - M O B I L f B 1 6 0 B A T T E R Y C A B I N E T I N S T A l l E D O N E X I S T I N G C O N a E E P A D N E W T - M O B I L E 6 1 8 0 E N ~ E 1 I N S T A l l E D O N E X I S T I N G C O N a E E P A D < l ® F I N A L E Q U I P M E N T P L A N S C A L E : ~ i t I : ~ f = : r F ~ ~ f f l , 1 / ' £ : : F ~ 8 : < l 1 ' 1 ' < l Q 0 6 " 1 ' 2 ' ( I N F E E T ) V , _ j < l < l 0 6 " 1 ' 2 ' ( I N F E E T ) 4 ' 4 ' / E X I S T I N G T - M O B I L E 8 ' - 0 " x 1 3 ' - 0 " C O N C R E T E / E Q U I P M E N T P A D V , l H I N G R O U N D S P A C E 0 E X I S T I N G T - M O B I L E G E N E R A T O R E X I S T I N G T - M O B I L E 8 ' - 0 " x 1 3 ' - 0 " C O N C R E T E E Q U I P M E N T P A D W I T H I N G R O U N D S P A C E E X I S T I N G T - M O B I L E G E N E R A T O R I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 C - 2 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s N N I - M O B I L E E C U P M E N J A N T E N N A Q . : 1 3 1 ' - 0 " M O U N T Q . : 1 3 1 ' - 0 " E X I S T I N G C A R R I E R A N T E N N A S ( T Y P . ) N E W T - M O B I L E E Q U I P M E N T ( 3 ) A N T E N N A s ( 6 ) R R H s ( 3 ) A N T E N N A M O U N T s T H E S E P L A N S H A V E B E E N D E V E L O P E D F O R T H E M O D I F I C A T I O N O F A N E X I S T I N G U N M A N N E D T E L E C O M M U N I C A T I O N S F A C I L I T Y O W N E D O R L E A S E D B Y T - M O B I L E I N A C C O R D A N C E W I T H T H E S C O P E O F W O R K P R O V I D E D B Y T - M O B I L E . I N F I N I G Y H A S I N C O R P O R A T E D T H I S S C O P E O F W O R K I N T H E P L A N S . T H E S E P L A N S A R E N O T F O R C O N S T R U C T I O N U N L E S S A C C O M P A N I E D B Y A P A S S I N G S T R U C T U R A L S T A B I L I T Y A N A L Y S I S P R E P A R E D B Y A L I C E N S E D S T R U C T U R A L E N G I N E E R . S T R U C T U R A L A N A L Y S I S M U S T I N C L U D E B O T H T O W E R A N D M O U N T . N O T E S : 1 . A N Y A N D A L L T O W E R M O U N T E D E Q U I P M E N T M U S T N O T T R A P O R I N T E R F E R E W / E X I S T I N G S A F E T Y C L I M B 2 . A N T E N N A T I P M U S T B E 1 ' B E L O W B A S E O F B E A C O N O V E R A L L T O P O F T O W E R $ E L E V . = 1 9 4 ' - 6 " 7 T O P O F T O W E R $ E L E V . = 1 9 2 ' - 6 " T - M O B I L E A N T C N N A S $ E L E v . - u 1 · - o · " - - - - l l l - - - - - - ( 4 ) E X I S T I N G T - M O B I L E 1 - 5 / 8 " & ( 2 ) 1 - 1 / 4 " C O A X C A B L E S T O R E M A I N . ' , , I l l ~ - - - - E X I S T I N G 1 9 2 ' - 6 " 1 1 0 - - - - - - - . . 1 1 S E L F - S U P P O R T T O W E R C D F I N A L E L E V A T I O N 1 s c A L E : N O T T O S C A L E A 1 A L P H A S E C T O R A Z I M U T H O ' E X I S T I N G T - M O B I L E N O K I A A E H C ~ A N T E N N A T O B E R E M O V E D A 2 ~ r 0 - - ~ - 1 P E R S E C T a t 3 1 0 T M J - \ \ B E T A S E C T O R A f l : [ . . ) A A Z I M U T H 8 0 ' ~ t c - · , ; - ~ , , / / ! / I ~ ! W E X I S T I N G T - M O B I L E C A B L E P E N D A N T ' : ; ~ ~ , . ~ / ! l \ \ T O B E R E M O V E D { T Y P . 1 T O T A L ) ' , a > 1 r i v 1 g - - l O " H . E X I S T I N G T - M O B I L E R R U S T O B E R E M O V E D \ \ T ' ~ : : : : : : : : " c Y ' i . . ~ ( T Y P . 2 P E R S E C T O R , 6 T O T A L ) 0 ~ ~ . \ \ / / " : : : : : : : : : : E X I S T I N G T - M O B I L E C O M M S C O P E \ \ I / , . . \ ~ F F W - 6 5 C - R 3 - V 1 A N T E N N A T O R E M A I N \ \ E X I S T I N G 1 9 2 ' - 6 " I / \ ( T Y P . 1 P E R S E C T O R , 3 T O T A L ) \ \ S E L F - S U P P O R T T O W E R / / I ~ \ \ / / 8 2 ~ I I / \ i \ ' I ~ L - \ ~ \ I / \ \ / ; \ \ , / \ 1 I / \ \ / 1 \ \ / / ~ / ~ . k E X I S T I N G T - M O B I L E A N T E N N A ; y - r ~ C ; ; ; ~ ~ M O U N T T O B E R E M O V E D ( 3 T O T A L ) ~ 1 1 ~ ~ ~ ~ - ~ ~ ~ , A 1 N E W T - M O B I L E 1 2 ' S A B R E H D V - B O O M C 1 0 8 5 7 0 0 1 C A N T E N N A M O U N T ( 3 T O T A L ) l ~ - ~ J I I - ~ ~ \ ~ ~ - / ! ~ ~ - \ \ \ \ _ / ~ # - C 1 \ \ ~ - - ~ \ \ - - - - ~ - - - - - - - - - - - - - - - - - - - - " A L P H A S E C T O R A Z I M U T H O ' C 2 \ G A M M A S E C T O R A Z I M U T H 1 6 0 ' E X I S T I N G A N T E N N A P L A N S C A L E : N O T T O S C A L E A 2 G A M M A S E C T O R A Z I M U T H 1 6 0 " F I N A L A N T E N N A P L A N S C A L E : N O T T O S C A L E C 1 \ - - \ _ _ \ N E W T - M O B I L E E R I C S S O N A I R 6 4 4 9 8 4 1 A N 1 E N N A ( T V P . 1 P E R S E C T O R , 3 T O T A L ) B E T A S E C T O R A Z I M U T H 8 0 " N E W T - M O B I L E E R I C S S O N R A D I O 4 4 6 0 B 2 / a 2 5 8 6 8 R R H ( T Y P . 1 P E R S E C T O R , 3 T O T A L ) N E W T - M O B I L E E R I C S S O N R A D I O 4 4 8 0 8 7 1 R R H ( T Y P . 1 P E R S E C T O R , 3 T O T A L ) E X I S T I N G T - M O B I L E C O M M S C O P E F F V V - 6 5 C - R 3 - V 1 A N T E N N A T O R E M A I N ( T Y P . 1 P E R S E C T O R , 3 T O T A L ) 8 2 I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 C - 3 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s A N T E N N A A N T E N N A S E C T O R M A R K A L P H A A 1 A L P H A A 2 B E T A 8 1 B E T A 8 2 G A M M A C 1 G A M M A C 2 T - M O B I L E R R H A N D H A R D W A R E S U P P L I E D B Y M A N U F A C T U R E R ( T Y P ) A N T E N N A M O D E L # A N T E N N A A Z I M U T H E R I C S S O N A I R 6 4 4 9 8 4 1 ( P ) o · C O M M S C O P E F F V V - 6 5 C - R 3 - V 1 ( E ) o · E R I C S S O N A I R 6 4 4 9 8 4 1 ( P ) 8 0 " C O M M S C O P E F F V V - 6 5 C - R 3 - V 1 ( E ) 8 0 " E R I C S S O N A I R 6 4 4 9 8 4 1 ( P ) 1 6 0 " C O M M S C O P E F F V V - 6 5 C - R 3 - V 1 ( E ) 1 6 0 " T O W E R T O P E Q U I P M E N T S C H E D U L E R R U M O D E L - - ( 1 ) E R I C S S O N - 4 4 6 0 B 2 / a 2 5 8 6 6 ( 1 ) E R I C S S O N - 4 4 8 0 B 7 1 - - ( 1 ) E R I C S S O N - 4 4 6 0 B 2 / a 2 5 8 6 6 ( 1 ) E R I C S S O N - 4 4 8 0 B 7 1 - - ( 1 ) E R I C S S O N - 4 4 6 0 B 2 / a 2 5 8 6 6 ( 1 ) E R I C S S O N - 4 4 8 0 B 7 1 C O V P A N T E N N A C A B L E D E S C R I P T I O N ( 2 ) 1 - 5 / 8 " D I A . C O A X C A B L E ( E ) ( 1 ) 1 - 5 / 8 • D I A . x 1 8 1 1 H Y B R I D C A B L E ( P ) ( 2 ) 1 - 5 / 8 " D I A . C O A X C A B L E ( E ) ( 1 ) 1 - 5 / 8 • D I A . x 1 8 1 1 H Y B R I D C A B L E ( P ) ( 2 ) 1 - 1 / 4 " D I A . C O A X C A B L E ( E ) ( 1 ) 1 - 5 / 8 • D I A . x 1 8 1 1 H Y B R I D C A B L E ( P ) 1 F I N A L A N T E N N A A N D C A B L E S C H E D U L E S C A L E : N O T T O S C A L E T O W E R T O P E Q U I P M E N T S C H E D U L E E X I S T I N G R E M O V E E Q U I P M E N T A D D Q U A N T I T Y Q U A N T I T Y T Y P E Q U A N T I T Y 6 3 P A N E L A N T E N N A 3 4 0 C O A X C A B L E 0 3 3 N O K I A A H F I G 0 3 3 N O K I A A H L O A 0 0 0 R R U S - 4 4 8 0 B 7 1 3 0 0 R R U S - 4 4 6 0 B 2 / B 2 5 B 6 6 3 0 0 F I B E R C A B L E 0 0 0 H Y B R I D C A B L E 3 P A R A M E ' T E R V A L U E N O M I N A L D I A M E T E R ( I N C H E S ) 1 . 9 9 C R O S S - S E C T I O N A R E A ( S Q U A R E I N C H E S ) 3 . 1 3 I N S T A L L E R N O T E S : 1 . C O M P L Y W I T H M A N U F A C T U R E R S I N S T R U C T I O N S T O E N S U R E T H A T A L L R R H s R E C E I V E E L E C T R I C A L P O W E R W I T H I N 2 4 H O U R S O F B E I N G R E M O V E D F R O M T H E M A N U F A C T U R E R ' S P A C K A G I N G . 2 . D O N O T O P E N R R H P A C K A G E S I N T H E R A I N . 3 . A L L P I P E S , B R A C K E T S , A N D M I S C E L L A N E O U S H A R D W A R E T O B E G A L V A N I Z E D U N L E S S N O T E D O T H E R W I S E . M O U N T I N G B R A C K E T ( S U P P L I E D W / A N T E N N A ) M O U N T I N G P I P E ( T Y P ) A N T E N N A M O U N T I N G P I P E V A L M O N T - R R U D S M A N D H A R D W A R E ( T Y P ) M O U N T I N G B R A C K E T ( S U P P L I E D W / A N T E N N A ) A N T E N N A W I T H R R H s M O U N T I N G D E T A I L S C A L E : N O T T O S C A L E N E W A N T E N N A J A C K E T C O L O R W E I G H T / L I N E A R F O O T ( P O U N D S ) F I B E R R F S 6 x 2 4 H Y B R I D C A B L E D E T A I L S C A L E : N O T T O S C A L E B L A C K 2 . 5 C O P P E R C O N D U C T O R ( T Y P ) F I L L E R T O T A L Q U A N T I T Y 6 4 0 0 3 3 0 3 I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 C - 4 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s O P T I C A L I N D I C A T O R S ( S E E S H E E T 2 ) 1 5 . 7 " 7 5 • I D D D D 0 a : : : : : : : : : : : : : : @ a : : : : : : : : : : : : : : F R O N T - 4 8 V D C P O W E R S U P P L y S I D E r , : : : : : \ : : : : : ; : : : : = = : : : : : : : : : : : = : : : : : : : : ; : : : : : : : = = : : : : ; : : : : t = ; 1 , - - G R O U N D 2 x 6 m m R I G H T - . ~ N I A N G L E D U A L L U G E R I C S S O N R R U S - 4 4 B 0 B 7 1 E X T E R N A L A L A R ~ ( D I N C O N N E C T O R 1 4 P I N ) O P T I C A L C A B L E 1 ( L C O N S F P + w / S U P P O R T F O R F U L L A X S ) E R I C S S O N 4 4 8 0 B 7 1 R R U S C A L E : N O T T O S C A L E @ N O T U S E D 3 S C A L E : N O T T O S C A L E - D I M E N S I O N S ( H x W x D ) : 2 1 . 8 0 " X 1 5 . 7 " X 7 . 5 " - W E I G H T : 9 2 . 6 0 L B S O P T U 2 + 2 C P R I P O R T S A N T E N N A B 2 4 . 3 - 1 0 C O N N E C T O R • 1 5 . 1 " • F R O N T S I D E A N T E N N A B 1 4 . 3 - 1 0 C O N N E C T O R n - - - 1 : : : : : : : : : : 1 1 T ~ A N T E N N A A 2 4 . 3 - 1 0 C O N N E C T O R G R O U N D 2 - 4 8 V D C I N 2 ( 2 W I R E ) O P T L 2 2 + 2 C P R I P O R T S B O T T O M O P T 2 _ 2 2 + 2 C P R I P O R T S E R I C S S O N R R U S - 4 4 6 0 B 2 / B 2 5 B 6 6 - D I M E N S I O N S ( H x W x D ) : 1 7 . Q " X 1 5 . 1 " X 1 1 . 9 " - W E I G H T : 1 0 9 . 0 L B S E R I C S S O N 4 4 6 0 B 2 / B 2 5 B 6 6 R R U S C A L E : N O T T O S C A L E E R I C S S O N A I R 6 4 4 9 B 4 1 R A D O M E M A T E R I A L F I B E R G L A S S R A D O M E C O L O R L I G H T G R A Y B A N D 4 1 D I M E N S I O N ( H x W x D ) 3 3 . 1 " x 2 0 . 5 " x 8 . 6 " W E I G H T 1 0 4 L B S . E R I C S S O N A I R 6 4 4 9 B 4 1 A N T E N N A S C A L E : N O T T O S C A L E I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 C - 5 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s M O D e L I W E I G H T : 1 ' - 4 " 6 1 6 0 S I T ! a S U P P O R T C A 8 I N e l 2 9 5 L B S ( W I T H O U T E C U I P M E I I T ) D I M E N S I O N S ; 2 S . 6 " > < 3 3 . 5 " ' I C 6 3 ' " N O T E : ~ O R R E C T K N O C K O U T T O O L R E Q U I R E O F O R P U C H I N Q K N O C K O U T S , D O N O T D R I U K N O C K O U T S T H R O U G H C O N D U I T M U S T B E P R O P E . R l Y S E C U R E D T O P R l a V a N T I / M I A G ! a T - O C A ! a l l a f ~ N I D I Q . ' C A B L I N G ~ 0 < ( C l : ' . _ J _ _ J : J L L r K N C J C I Q ! D U T C 1 ' 1 L l ' . J i T s - : J T T C M : s ! D ~ O I " C A 8 1 N E T F O R I N T C ~ & : , , . S E 8 A , , , ( ) C l , B I - C O . . r . l ! e T ' N O . . A l ' I J G l t i O R l ' L E ) ; I ~ ! ! c o t ( □ U T ! W l l l l M i f l l i l ' n l L l 2 E . U 5 E D ° " ' H E t l 1 3 ' - 3 " W O R K I N G C L E A R A N C E 2 ' - 2 " 1 ' - o · 2 · - 2 · 1 ' - 0 " E ] B ( F U T U R E ) 1 . ! . I I ( F U T U R E ) C A B I N E T C O N F I G U R A T I O N S C A L E : N O T T O S C A L E - ; r O I Q C K Q l , I T S Y ' l T H ~ F - Q R . . . _ . , , f l l . l C N i l . l : A i ' € . l l O . P M : . ' I I S O R f l : O l J T I ~ I P P £ H . H E A " 1 E R l ' i ' D t , U • ; e . r r F O R T H I S l " 9 T M J . . F O R E " " 5 . E O F l r < : S T . - U . , . _ N ~ R C P L A C N T I N r l - 1 ( ! E < . 1 : l < F O F l - . . . 1 . . U R . ! ! C O N D U I T . . . U S . T B E . P F I D P E R L ' I ' ! 3 f a s C I J l l l a P ' T O ~ I T T " l ' . l . . . w . Q i a T O \ D ~ l r n i O O O R C . . . l l U ~ : 7 l ( N Q C l { 0 1 J T ! j : l / ; I T H R l l ) l n C O N D l J l f . " l i O L 8 ~ ~ B A T I E ~ G U R . l ! N ! l l " 1 1 . . . \ N D ~ F I O ' f J . R C A l i ! . . . E , a . . m i l D t K N C Q : O I J T i l l ' l " J R J ( ~ T f ~ ~ ( i f l ' I N : ' ; ' 1 " " 1 . L ~ K i " O C t i . O U T : S h T L O W E R H E M O f T H : : : . i l E I N E T I N T E M D E D F O R H V ~ I D 1 / M L E C A 8 L E S / / I S O V I E W , . _ , 2 ' - 2 " P R O P O S E D E R I C S S O N 6 1 6 0 0 0 0 0 2 ' - 2 " P R O P O S E D E R I C S S O N 8 1 6 0 I y 1 - \ I ~ I I 0 0 0 0 □ ~ · ! ~ ] 1 1 " R E A R V I E W / F R O N T ~ P L A N V I E W o . - . r c o , · r o o ~ ~ P S K N O C . . . O l J l O N R I C - - H T H M D . S H . 1 1 = O F T I - E C A E l l " i E T , R E C C M A E M D U ~ r , , Q U , P A T i l E R T H . - . 1 1 1 . 1 1 - 0 R I I Q D U J . . T O C l . O S R P A J : i : , J N I T ' r " T O , 9 1 1 1 1 1 ! A t T E R l ' " C > . S l \ , i ; T . • • R l G I D O R ~ C O . . " D J [ i W . Y B E U : 9 8 ) & O J I J . S l ' A C E l o J T ( ) l ' l ' I O " V J . . l V L l : J " T l ! l . A l > T O l l l ! ! ! o ' , l . l l E " T O l l J ( R ( O J l ' , . " J ' n U , . I J . c , , _ j i _ J t . 1 ; . . . N l ) F O R ; l ; : P O ' l i l A J T h l ! l i A . C I ( w w ( . ) ( . ) z : z < < 0 : : : 0 : : : < < ' i x , w w _ _ J _ _ J I ( . ) ( . ) ' : . t - c . , 0 : : : z < S c w 0 : : : 0 : : : 0 ~ , : : w ( . ) z < 0 : : : < ' l - - , w _ _ J I ( . ) i n _ _ J < ( . ) F 0 : : : ~ I N T E R N A L R O U T I N G : ~ ~ ~ ~ % " ' c ! ; ' = J J i t ~ ~ - ~ ' : ' . ' " : . ' . _ ~ - S , S : : ' . " ~ S , : : ~ = = - - - - 1 1 L E F T V I E W F R . O N T V I E W @ E R I C S S O N - 6 1 6 0 3 S C A L E : N O T T O S C A L E R I G H T V I E W U N l , 1 $ J , f . L . l ; ? K N O C ; , < Q ' I J T ! i ; l " l l l E T O C l . O S l ! : f l ! I I O l ! l M I T ' r " r o 1 1 1 - 1 1 1 o c ; . , . a N a r F R O N T V I E W ( O P E ~ ) S K U i l 3 3 9 5 3 . E R I C S S O N 6 1 6 0 S I T E S U P P O R · T C A B I N E T 1 1 - : z ~ ~ , . , , 0 1 W , . , , ~ w / / / L l L l P R O P O S E D 1 / 2 " D I A M E T E R , S I M P S O N S T R O N G - T I E S T R O N G - B O L T 2 W E D G E A N C H O R W I T H 3 - 3 / 4 " N O M I N A L E M B E D M E N T ( I C C E S R - 3 0 3 7 ) . T O B E I N S T A L L E D A M I N I M U M O F ( 1 ) I N E A C H C O R N E R O F C A B I N E T . S E E M A N U F A C T U R E R ' S E Q U I P M E N T I N S T A L L A T I O N M A N U A L F O R A N C H O R L O C A T I O N S . I T I S A S S U M E D T H A T C A B I N E T A N C H O R L O C A T I O N S H A V E B E E N D E S I G N E D / R E I N F O R C E D B Y T H E M A N U F A C T U R E R T O W I T H S T A N D S H E A R A N D U P L I F T F O R C E S A S C A L C U L A T E D I N T H I S D E S I G N L O C K W A S H E R P L A T E W A S H E R L l < ] L l ~ < ] L l < ] E Q U I P M E N T B A S E F R A M E L l ( / ) < ] ( / ) : : : : : . w : : i z : : : : : . ! l e : z ( . ) : E : i i i I - . I D < O < _ _ J ( / ) C O N C R E T E S L A B M A N U F A C l l J R E R 1 : R I G S W N M 0 0 9 . W E I - O H T : D l l . 1 E N S I O N ! l · O O T E , E l 1 8 0 B A T T E A V C A B l ~ E i " ' 2 9 : i L B S : ( W ' I T H O U T E O U l ? M E N l ) ~ R R I E G T K N O C K O U T T O C . . R E O U l l ~ E D F O ~ U N m l N K N O C K O S , D O N O T l ) ~ I L L K N O C K O U T S T H R O U G H • C O N D : U I T M U S T B E P R O P E R L Y ' S E C U R E D T O P R E V E N T l l A I . I A C e T l ) C A B I N ! ! ' ! ' $ A N l l J ( l R C A B U N G L E ' F T V I E W 2 C A B I N E T A N C H O R D E T A I L S C A L E : N O T T O S C A L E 0 F R : C > N T \ ' 1 E W : l " " " l " ~ l ' ( ( ) U " l " l l . . . . 1 T l - l L B l , ~ A J . A , i , M ~ , . , v . l ' k l ~ ' " ' ° " l l i , , G , L f f E R I R E M C E M ' T E R \ , ' C J R i ' : 1 8 : S T r ~ r ~ S I H S ' T A l . l . ~ 1 1 " - " l i l ! O f " l ~ , l , L J . . . . ' i l l 1 ' £ 1 ' \ . . A = . ! E N 1 1 N l t · E © E R I C S S O N - 8 1 6 0 4 s c A L E : N O T T O S C A L E R I G H T V I E \ \ / F R O ' N T V I E W ( O S E N I : U l l ' I H l l t r 5 H E L V : 6 , U P T O ~ B T ~ ~ l ' O I T C / l l ' . i I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 C - 6 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s · · · · · ~ ~ j i i a : : I I : a , : : I t : . . . . . . B a t t e r y T y p e . , . m ~ I I i ' i i i i i 0 I l l z z C / 1 I l l r n z z z J k g 0 . 8 6 . 2 8 . 0 2 . 6 3 . 9 W e i g h t / l b s 1 . 7 1 3 . 6 1 7 . 6 5 . 8 8 . 6 B e c t r o l y t e ! U t r e s 0 . 6 4 . 6 6 . 0 2 . 0 2 . 9 V o l u m e / g a l l o n s 0 . 1 1 . 2 1 . 6 0 . 5 0 . 8 J k g 0 . 4 3 . 4 4 . 4 1 . 4 2 . 1 W e i g h t / l b s 0 . 9 7 . 5 9 . 6 3 . 2 4 . 7 A c i d n i t r e s 0 . 2 1 . 8 2 . 4 0 . 8 1 . 2 V o l u m e / g a l l o n s ( l , 1 0 , 5 0 . 6 0 . 2 0 . 3 / k g 1 . 7 1 1 . 4 1 4 . 7 4 . 4 6 . 3 L e a d W e i g h t / l b s 3 . 7 2 5 0 3 2 . 3 9 . 7 1 3 . 9 1 . 6 1 2 4 1 6 . 0 5 . 3 7 . 8 L e a d O x i d e W e i g h t / k g / l b s 3 . 5 2 7 . 2 3 5 . 2 1 1 . 7 1 7 . 1 C . l l s # ! ! f C e l l s 6 6 6 6 6 T o t a l 1 k g 4 . 9 ~ . 4 4 4 . 5 1 4 . 2 2 0 . 6 W e t g h t W e i g h t - I f i b s 1 0 . . 8 7 5 8 9 7 . 9 3 1 . 3 4 5 . 2 I B A T T E R Y I N F O R M A T I O N I N U M B E R O F B A T T E R I E S = 1 2 V O L E L E C T R O L Y T E = 2 . 0 8 G A L P E R B A T T E R Y T O T A L V O L U M E E L E C T R O L Y T E = 2 4 . 9 6 G A L C L A S S I F I C A T I O N = V R L A V A L V E R E G U L A T E D L E A D A C I D B A T T E R Y , S U L F U R I C A C I D , H E A L T H R A T I N G 3 , F I R E R A T I N G 0 , R E A C T I V E R A T I N G 2 M O D E L # N S B 1 9 0 F T R E D N O R T H S T A R F R O N T T E R M I N A L B A T T E R Y * P E R N C F C S E C 6 0 8 . 1 , T H E T - M O B I L E B A T T E R Y E L E C T R O L Y T E C A P A C I T Y ( 2 4 . 9 6 G A L ) T O B E I N S T A L L E D I S L E S S T H A N T H E R E Q U I R E D 5 0 G A L T O A D H E R E T O B A T T E R Y R E Q U I R E M E N T S O F T A B L E 6 0 8 . 1 . i I t . . . ~ ; ! I I ) z 5 . 7 1 2 . 5 4 . 3 1 . 1 3 , 1 6 . 9 1 . 7 0 , 5 9 . 1 2 0 . 0 1 1 . 6 2 5 . 5 6 3 0 . 2 6 6 . : I , - - - i J i i i i i ! a , : : a , : : a , : : a , : : a , : : a , : : i i ~ . . . i i 5 ~ : g . . . , m m m m m m a i I D I I ) I I ) C / 1 I I ) C / 1 C / 1 I I ) C / 1 z z z z z z z z 6 . 1 7 . 1 8 . 1 9 . 6 1 0 . 5 1 0 . 5 1 0 . 5 1 2 . 1 1 3 . 5 1 5 . 6 1 7 . 9 2 1 . 1 2 3 . 2 2 3 . 2 . 2 : i . 2 2 6 . 5 : 4 . 6 i 3 6 . 1 7 . t 7 . 8 7 . 8 7 . 8 9 . 0 1 2 1 . 4 1 . 6 1 . 9 2 . 0 8 2 . 0 8 2 . 0 8 · 2 . 4 3 , 4 4 . . 0 4 . 5 5 . 4 4 . 8 4 . 8 4 . 8 6 , 8 7 . 5 8 . . 7 1 0 . 0 1 1 . 8 1 0 . 5 1 0 . 5 1 0 . 5 1 4 . 9 1 1 . 8 2 . 2 2 . 5 2 . 9 . 2 . 6 2 . 6 2 . 6 3 . 7 0 . 5 0 . . 6 0 . 7 0 , 8 0 . 7 0 . 7 0 ~ 7 · 1 . 0 9 . 6 1 2 . 2 1 4 . 0 1 5 . 7 1 M 1 7 . 3 1 7 . 9 1 9 . 8 2 1 . 2 ~ 6 . 8 3 0 . 7 3 4 . 5 3 3 . , 9 3 8 , 1 3 9 . 4 . 4 3 . 6 , 1 2 . . 7 1 5 . 2 1 7 . 4 2 0 . 8 2 0 . 3 2 4 . 2 2 3 . 3 2 5 . 7 2 7 . 9 3 3 . 4 3 8 . 3 4 5 . 9 4 4 . 8 5 3 . 3 5 1 . 2 . 5 6 . 6 , 6 6 6 6 6 6 6 6 3 2 . 5 3 9 . 2 4 5 . 0 5 2 . 9 5 5 . 0 6 D . 8 5 9 . 7 , 6 6 . 0 7 1 . 6 8 6 . 3 8 9 . 0 1 1 6 . 4 1 2 1 . . 2 1 3 3 . 7 1 3 1 . 6 1 1 4 5 . 5 L P R O P O S E D B A T T E R Y I N B 1 6 0 C A B I N E T r D E G A S S I N G P O R T S 2 P L C S F L A M E A R R E S T O R P R E S S F I T I N T O V A L V E C O V E R 2 P L C S ~ ~ l ~ ( [ I _ 2 2 . 0 " 2 • 1 ; _ " - - - ~ L l _ b > _ I I E = = = = = = = = = = ~ I . . . = l I 1 N O R T H S T A R - N S B 1 9 O F T H T R E D B A T T E R Y D E T A I L S C A L E : N O T T O S C A L E r . ~ · · M o b i l e · c c C R O W N C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C ® N O T U S E D 2 s c A L E : N O T T O S C A L E J [ 1 I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 G - 1 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s T O A N T E N N A C O A X C O P P E R / G A L V A N I Z E D G R O U N D B A R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 @ T W O H O L E L O N G B A R R E L C O M P R E S S I O N L U G ( T Y P ) N O T E S : 1 . D O U B L I N G U P " O R S T A C K I N G " O F C O N N E C T I O N S I S N O T P E R M I T T E D . 2 . E X T E R I O R A N T I O X I D A N T J O I N T C O M P O U N D T O B E U S E D O N A L L E X T E R I O R C O N N E C T I O N S . 3 . G R O U N D B A R S H A L L N O T B E I S O L A T E D F R O M T O W E R . M O U N T D I R E C T L Y T O T O W E R S T E E L . 1 A N T E N N A S E C T O R G R O U N D B A R D E T A I L S C A L E : N O T T O S C A L E T O T O W E R M O U N T E D E Q U I P M E N T ( T Y P ) A N T E N N A G R O U N D B A R 7 1 L O C A T E D A T M C L I I ( B O N D E D T O T O W E R S T E E L ) I T O A N T E N N A S T A N D A R D C O A X C A B L E G R O U N D K I T ( T Y P ) # 6 S T R A N D E D C U W I R E W I T H G R E E N , 6 0 0 V , T H W N I N S U L A T I O N ( O R A S P R O V I D E D W I T H G R O U N D K I T ) ( T Y P ) C O A X G R O U N D B A R W I T H I N S U L A T O R S , B O N D E D D I R E C T L Y T O T H E B O T T O M O F T O W E R W I T H S T A I N L E S S S T E E L H A R D W A R E . S E E N O T E 1 - - - - - - - - - M E C H A N I C A L C O N N E C T I O N ( T Y P ) 2 / 0 T I N N E D B A R E C O P P E R W I R E - - - - - + - - - - - 1 - l - = - - t . . ~ / R O U N D R I N G N O T E S : E X O T H E R M I C W E L D ( T Y P ) C O A X C A B L E ( T Y P F O R A L L ) T O B T S E Q U I P M E N T V I A T R A Y O R I C E B R I D G E G R O U N D W I R E ( N O T E 3 ) 1 . N U M B E R O F G R O U N D I N G B A R S M A Y V A R Y D E P E N D I N G O N T H E T Y P E O F T O W E R , A N T E N N A L O C A T I O N S A N D C O N N E C T I O N O R I E N T A T I O N . C O A X I A L C A B L E S E X C E E D I N G 2 0 0 F E E T O N T H E T O W E R S H A L L H A V E G R O U N D K I T S A T T H E M I D P O I N T . P R O V I D E A S R E Q U I R E D . 2 . O N L Y M E C H A N I C A L C O N N E C T I O N S A R E A L L O W E D T O B E M A D E T O C R O W N C A S T L E U S A I N C . T O W E R S . A L L M E C H A N I C A L C O N N E C T I O N S S H A L L B E T R E A T E D W I T H A N A N T I - O X I D A N T C O A T I N G . 3 . A L L T O W E R G R O U N D I N G S Y S T E M S S H A L L C O M P L Y W I T H T H E R E Q U I R E M E N T S O F T H E R E C O G N I Z E D E D I T I O N O F A N S I / T I A 2 2 2 A N D N F P A 7 8 0 . T Y P I C A L A N T E N N A C A B L E G R O U N D I N G S C A L E : N O T T O S C A L E T O A N T E N N A C O A X C O P P E R / G A L V A N I Z E D G R O U N D B A R N O T E S : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T W O H O L E L O N G B A R R E L C O M P R E S S I O N L U G ( T Y P ) 1 . E X T E R I O R A N T I O X I D A N T J O I N T C O M P O U N D T O B E U S E D O N A L L E X T E R I O R C O N N E C T I O N S . # 2 S O L I D T I N N E D C O P P E R C O N D U C T O R T O T O W E R / S H E L T E R G R O U N D R I N G ( 2 T Y P . F O R B O T T O M G R O U N D B A R O N L Y ) 2 . G R O U N D B A R S H A L L N O T B E I S O L A T E D F R O M T O W E R . M O U N T D I R E C T L Y T O T O W E R S T E E L ( T O W E R O N L Y ) . 3 . G R O U N D B A R S H A L L B E I S O L A T E D F R O M B U I L D I N G O R S H E L T E R . 2 T O W E R / S H E L T E R G R O U N D B A R D E T A I L S C A L E : N O T T O S C A L E S T A I N L E S S S T E E L F L A T W A S H E R ( T Y P ) G R O U N D B A R 2 - H O L E C R I M P / C O M P R E S S I O N C O N N E C T O R , - - - _ _ _ _ _ r ; . ~ ~ = = ~ : : ; ; : : : : ~ - - - ~ _ I _ _ _ - - - - - - . = S T A I N L E S S S T E E L S T A I N L E S S S T E E L B E L L V I L L E W A S H E R ( T Y P ) F L A T W A S H E R ( T Y P ) S T A I N L E S S S T E E L N U T ( T Y P ) S I N G L E C O N N E C T O R A T G R O U N D B A R S D R A G O N T O O T H W A S H E R ( T Y P ) - - - - - ~ 2 - H O L E C R I M P / C O M P R E S S I O N C O N N E C T O R - - - - i S T A I N L E S S S T E E L B E L L V I L L E W A S H E R ( T Y P ) - - - ~ S T A I N L E S S S T E E L B O L T S T A I N L E S S S T E E L F L A T W A S H E R S T A I N L E S S S T E E L F L A T W A S H E R ( T Y P ) S T A I N L E S S S T E E L N U T ( T Y P ) S T A I N L E S S S T E E L S E L F - D R I L L I N G M E T A L S I N G L E C O N N E C T O R A T S T E E L O B J E C T S S C R E W ( T Y P ) - - - , 2 - H O L E C R I M P / C O M P R E S S I O N C O N N E C T O R - - - - - D R A G O N ~ T O ~ O ~ T H ~ ~ ~ B ~ ~ ~ : : : = - - W A S H E R ( T Y P ) S T A I N L E S S S T E E L F L A T W A S H E R ( T Y P ) M E T A L L I C O B J E C T S I N G L E C O N N E C T O R A T M E T A L L I C / S T E E L O B J E C T S H A R D W A R E D E T A I L F O R E X T E R I O R C O N N E C T I O N S S C A L E : N O T T O S C A L E T / F I N I S H G R A D E ~ N S U B G R A D E ~ - 0 z ~ ' b i n I " ) l . & J C E X O T H E R M I C W E L D 8 " P V C S C H 4 0 P I P E E N T R A N C E O F R E l . & J - - - - - ~ C A D W E L D T E S T L O O P T O G R O U N D R I N G W I R E 2 / 0 T I N N E D C U E X T E R N A L T O W E R G R O U N D R I N G W I R E N ~ 0 z z ( ! ) i n l . & J C l . & J l . & J V ) N O T E S : 5 / 8 " I l l x 1 0 ' - 0 " L O N G C O P P E R C L A D G R O U N D R O D 1 . G R O U N D R O D S H A L L B E D R I V E N V E R T I C A L L Y , N O T T O E X C E E D 4 5 D E G R E E S F R O M T H E V E R T I C A L 2 . G R O U N D W I R E S H A L L B E M I N . 3 0 " B E L O W G R A D E O R 6 " B E L O W F R O S T L I N E . ( W H I C H E V E R I S G R E A T E R ) A S P E R N . E . C . A R T I C L E 2 5 0 - 5 0 ( D ) 3 I N S P E C T I O N W E L L D E T A I L S C A L E : N O T T O S C A L E G R A D E 6 " W I D E M E T A L L I C H T E L W A R N I N G / L O C A T O R T A P E A T 1 2 " D E P T H , [ : 0 - I " ) : : : . ) ( E X O T H E R M I C W E L D ~ G R O U N D R I N G # ~ C O P P E R W I R E S ~ L I D , T I N N E D F O R C A R R I E R A N D I C E B R I D G E G R O U N D L O O P N O T E S : G R O U N D R I N G 2 / 0 F O R T O W E R G R O U N D L O O P G R O U N D R O D C O P P E R C L A D S T E E L R O D W / M I N . 5 / 8 I l l x 1 0 ' - 0 " L O N G 1 . G R O U N D R O D S H A L L B E D R I V E N V E R T I C A L L Y , N O T T O E X C E E D 4 5 D E G R E E S F R O M T H E V E R T I C A L 2 . G R O U N D W I R E S H A L L B E M I N . 3 0 " B E L O W G R A D E O R 6 " B E L O W F R O S T L I N E . ( W H I C H E V E R I S G R E A T E R ) A S P E R N . E . C . A R T I C L E 2 5 0 - 5 0 ( D ) ® G R O U N D R O D D E T A I L 6 S C A L E : N O T T O S C A L E I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . 0 G - 2 R E V I S I O N : S H E E T N U M B E R : I S S U E D F O R : D R W N R E V D E S C R I P T I O N D E S . / Q A D A T E A 0 6 / 0 3 / 2 1 R C D P H R P R E L I M I N A R Y T - M O B I L E S I T E N U M B E R : 9 J K 0 5 5 4 B B U # : 8 1 2 5 6 5 M A Y P O R T 1 5 4 5 M A I N S T R E E T A T L A N T I C B E A C H , F L 3 2 2 3 3 E X I S T I N G 1 9 2 ' - 6 " S E L F - S U P P O R T T O W E R 2 0 0 0 C O R P O R A T E D R I V E C A N O N S B U R G , P A 1 5 3 1 7 1 2 1 1 S R 4 3 6 , S U I T E 1 0 1 C A S S E L B E R R Y , F L 3 2 7 0 7 O F F I C E # : 4 0 7 - 2 7 8 - 6 7 5 0 I N F I N I G Y E N G I N E E R I N G , P L L C O N E R A V I N I A D R I V E , S U I T E 1 0 0 0 A T L A N T A , G A 3 0 3 4 6 T - M O B I L E S O U T H L L C 0 0 6 / 2 2 / 2 1 R C D P H R F I N A L C D s A N T E N N A C A B L E f 1 6 S T R A N D E D C O P P E R G R O U N D W I R E ( G R O U N D T O G R O U N D B A R ) S E E N O T E S 1 & 2 _ _ _ _ , N O T E S : ~ ~ T Y P E H S T Y P E 2 - Y A - 2 . I Y P . E . . . . . X A . T Y P E Y A - 2 T Y P E G Y ~ ~ ~ ~ ~ ~ T Y P E V Y T Y P E V N T Y P E N C T Y P E S S T Y P E G R T Y P E V S T Y P E V B T Y P E P T ~ N O T E : 1 . E R I C O E X O T H E R M I C " M O L D T Y P E S " S H O W N H E R E A R E E X A M P L E S . C O N S U L T W I T H C O N S T R U C T I O N M A N A G E R F O R S P E C I F I C M O L D S T O B E U S E D F O R T H I S P R O J E C T . 2 . M O L D T Y P E O N L Y T O B E U S E D B E L O W G R A D E W H E N C O N N E C T I N G G R O U N D R I N G T O G R O U N D R O D . 1 C A D W E L D G R O U N D I N G C O N N E C T I O N S S C A L E : N O T T O S C A L E T O A N T E N N A S ( T Y P I C A L L Y } 1 2 " T O 2 4 " 1 • 1 2 0 " M A X . • 1 C O A X J U M P E R R 1 / R X 1 C A B L E C O N N E C T O R W E A T H E R P R O O F I N G K I T ( S E E N O T E 3 ) C O A X J U M P E R ( T Y P . ) C O N N E C T O R W E A T H E R P R O O F I N G K I T ( T Y P . S E E N O T E 2 ) C O N N E C T O R W E A T H E R P R O O F I N G K I T ( T Y P . S E E N O T E 2 ) A N T E N N A C A B L E T O B T S E Q U I P M E N T ( T Y P . ) - - ~ 1 . D O N O T I N S T A L L C A B L E G R O U N D K I T A T A B E N D A N D A L W A Y S D I R E C T G R O U N D W I R E D O W N T O G R O U N D B A R . 2 . G R O U N D I N G K I T S H A L L B E T Y P E A N D P A R T N U M B E R A S S U P P L I E D O R R E C O M M E N D E D B Y C A B L E M A N U F A C T U R E R . N O T E S : W E A T H E R P R O O F I N G K I T ( T Y P ) C O P P E R / G A L V A N I Z E D C O A X G R O U N D B A R B O N D E D D I R E C T L Y T O W E R 3 . W E A T H E R P R O O F I N G S H A L L B E T W O - P A R T T A P E K I T , C O L D S H R I N K S H A L L N O T B E U S E D . 1 . D O N O T I N S T A L L C A B L E G R O U N D K I T A T A B E N D A N D A L W A Y S D I R E C T G R O U N D W I R E D O W N T O A N T E N N A G R O U N D B A R . C A B L E G R O U N D K I T C O N N E C T I O N S C A L E : N O T T O S C A L E 3 / 8 - 1 1 x 1 " T A M P E R ~ R E S I S T A N T B O L T ( T Y P ) _ / " " ' I N S U L A T O R S W A L L B R A C K E T ( T Y P ) S E E N O T E 2 . ( T Y P } - - - - ' L O C K W A S H E R P / N M 1 0 ( T Y P ) N O T E S : T W O - H O L E C O M P R E S S I O N L U G 1 . D O W N L E A D ( H O M E R U N ) C O N D U C T O R S A R E N O T T O B E I N S T A L L E D O N C R O W N C A S T L E U S A I N C . T O W E R , P E R T H E G R O U N D I N G D O W N C O N D U C T O R P O L I C Y Q A S - S T D - 1 0 0 9 1 . N O M O D I F I C A T I O N O R D R I L L I N G T O T O W E R S T E E L I S A L L O W E D I N A N Y F O R M O R F A S H I O N , C A D - W E L D I N G O N T H E T O W E R A N D / O R I N T H E A I R A R E N O T P E R M I T T E D . 2 . O M I T I N S U L A T O R W H E N M O U N T I N G T O T O W E R S T E E L O R P L A T F O R M S T E E L U S E I N S U L A T O R S W H E N A T T A C H I N G T O B U I L D I N G O R S H E L T E R S . ® G R O U N D B A R D E T A I L 6 S C A L E : N O T T O S C A L E 2 . W E A T H E R P R O O F I N G S H A L L B E T W O - P A R T T A P E K I T . C O L D S H R I N K S H A L L N O T B E U S E D . 4 G R O U N D C A B L E C O N N E C T I O N S C A L E : N O T T O S C A L E N O T E : M I N I M U M O F 3 T H R E A D S T O B E V I S I B L E ( T Y P ) - - - - - - - . 2 H O L E L O N G B A R R E L T I N N E D S O L I D C O P P E R L U G ( T Y P ) T I N C O A T E D S O L I D C O P P E R B U S B A R C H E R R Y I N S U L A T O R I N S T A L L E D I F R E Q U I R E D 0 L U G D E T A I L 7 S C A L E : N O T T O S C A L E W I R E S I Z E B U R N D Y L U G 1 J 6 G R E E N I N S U L A T E D Y A 6 C - 2 T C 3 8 # 2 S O L I D T I N N E D Y A 3 C - 2 T C 3 8 # 2 S T R A N D E D Y A 2 C - 2 T C 3 8 # 2 / 0 S T R A N D E D Y A 2 6 - 2 T C 3 8 # 4 / 0 S T R A N D E D Y A 2 8 - 2 N B U R N D Y G R O U N D L U G W / L O N G B A R R E L ( S E E C H A R T ) - - - ~ N U T ( T Y P ) L O C K W A S H E R ( T Y P ) B U R N D Y T W O H O L E L U G W / L O N G B A R R E L ( S E E C H A R T ) S T R A N D E D ( S E E C H A R T ) 2 M E C H A N I C A L L U G C O N N E C T I O N S C A L E : N O T T O S C A L E G R O U N D B A R O N S H E L T E R . I C E B R I D G E , O R O N A N T E N N A T O W E R - - - ~ T W O H O L E L U G , O R E X O T H E R M I C W E L D T O B E U S E D W I T H # 2 B A R E C O N D U C T O R W I R E T O B U I L D I N G S E R V I C E G R O U N D O R G R O U N D R I N G - - - ~ 5 G R O U N D W I R E I N S T A L L A T I O N S C A L E : N O T T O S C A L E # 2 T I N N E D S O L I D I N 3 / 4 " L I Q U I D T I G H T C O N D U I T F R O M 2 4 " B E L O W G R A D E T O W I T H I N 3 " T O 6 " O F C A D - W E L D T E R M I N A T I O N P O I N T . E X P O S E D E N D O F T H E L I Q U I D T I G H T C O N D U I T M U S T B E S E A L E D W I T H S I L I C O N E C A U L K . - - - - - - - - - - ~ C A D W E L D ( T Y P ) T I E I N T O E X I S T I N G G R O U N D R I N G T R A N S I T I O N I N G G R O U N D D E T A I L S C A L E : N O T T O S C A L E B O L T S I Z E 3 / 8 " - 1 6 N C S S 2 B O L T 3 / 8 " - 1 6 N C S S 2 B O L T 3 / 8 " - 1 6 N C S S 2 B O L T 3 / 8 " - 1 6 N C S S 2 B O L T 1 / 2 " - 1 6 N C S S 2 B O L T G R O U N D C O N D U C T O R ~ A L L G R O U N D I N G L U G S A R E T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S . A L L H A R D W A R E B O L T S , N U T S , L O C K W A S H E R S S H A L L B E S T A I N L E S S S T E E L A L L H A R D W A R E A R E T O B E A S F O L L O W S : B O L T , F L A T W A S H E R , G R O U N D B A R , G R O U N D L U G , F L A T W A S H E R A N D N U T . 1 J 6 M I N . F R O M A N T E N N A C A B L E G R O U N D K I T P I P E G R O U N D I N G S H A L L B E E L I M I N A T E D W H E N G R O U N D B A R I S E L E C T R I C A L L Y B O N D E D T O M E T A L T O W E R I ~ · · M o b i l e · r ' r ' C R O W N V . . , _ , C A S T L E 8 2 0 3 9 - 2 5 5 5 5 - C [ l TIEBACK ANGLE RANGE DETAIL +/-15 DEGREES VERTICAL + /-25 DEGREES HORIZONTAL +15 DEGREES TOWER LEG (T Y P ) I T E M Q T Y . 1 . 2 2 . 2 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C 1 0 8 5 7 0 0 1 C 1 2 ' H D V - B O O M A S S E M B L Y W / T I E B A C K P A R T N O . D E S C R I P T I O N W E I G H T C W 0 1 2 2 2 W E L D M E N T , S T A N D O F F A R M 1 2 6 C W 0 1 2 2 3 W E L D M E N T , F A C E P I P E 1 4 7 -25 DEGREES C[) + 25 DEGREES S E E U P P E R L E G M O U N T I N G D E T A I L O N P A G E 3 3 . 2 4 . C S 0 3 1 0 9 P L A T E , R O T A T I N G 3 4 C S 0 3 1 1 0 P L A T E , P I V O T I N G ( U P P E R ) 1 6 -15 DEGREES 5 . C S 0 3 1 1 1 P L A T E , L E G C L A M P ( U P P E R ) 1 7 6 . C S 0 3 1 1 2 P L A T E , P I V O T I N G ( L O W E R ) 1 4 7 . C S 0 3 1 1 3 P L A T E , L E G C L A M P ( L O W E R ) 1 7 8 . 2 C S 0 3 1 1 4 P L A T E , L E G C L A M P ( B A C K ) 1 4 9 . C S 0 0 0 9 8 P L A T E , T I E B A C K S W I V E L 3 1 0 . C S 0 3 2 8 5 P L A T E , T I E B A C K C L A M P 4 1 1 . C S 0 3 3 3 3 P I P E , T I E B A C K 3 8 1 2 . 2 C 4 0 0 2 6 0 7 3 B O L T A S S E M B L Y , 1 < 6 X 3 A 3 2 5 4 1 3 . 8 C 4 0 1 4 0 0 0 4 B O L T A S S E M B L Y , 5 / 8 < 6 X 8 A 3 0 7 1 3 1 4 . C 4 0 0 2 6 0 3 3 B O L T A S S E M B L Y , 5 / 8 < 6 X 4 1 / 2 A 3 2 5 1 1 5 . 1 2 C 4 0 0 2 6 0 2 5 B O L T A S S E M B L Y , 5 / 8 < 6 X 2 1 / 2 A 3 2 5 6 1 6 . 5 C 4 0 0 2 6 0 2 4 B O L T A S S E M B L Y , 5 / 8 < 6 X 2 1 / 4 A 3 2 5 3 ------ 1 7 . 2 C 4 0 0 3 4 1 8 3 U - B O L T A S S E M B L Y , 1 / 2 < 6 X 2 9 / 1 6 C - C 3 1 8 . 2 3 0 9 9 2 0 0 1 M O U N T C L A S S I F I C A T I O N T A G C 1 0 8 5 7 0 0 1 C 1 9 . 2 C 4 0 0 6 2 1 0 3 S T A I N L E S S S T E E L S E L F - L O C K I N G C A B L E T I E T O T A L W E I G H T 4 6 2 - - SEE NOTE 1 S E E L O W E R L E G M O U N T I N G D E T A I L O N P A G E 3 SEE TIE BA C K D E T A I L ON PAGE 3 ISOMETRIC VI E W NOTES: 1. 2 3/8" O.D. MOUNTING PIPES MUST BE PURCHASED SEPARATELY. 2. QUANTITIES SHOWN IN LISTS OF MATERIAL ARE FOR ONE (1) V-BOOM ONLY. 3. THIS V-BOOM WILL MOUNT TO THE FOLLOWING: 1 1/2"<& TO 5 9/16"<& ROUND L E G . 4. TIEBACK MUST BE CONNECTED TO A RIGID MEMBER THAT PROVIDES ADEQUATE SUPPORT WITHIN THE LIMITS NOTED ABOVE IN THE TIEBACK ANGLE RANGE DET A I L UNLESS APPROVED BY THE ENGINEER OF RECORD. U N L E S S O T H E R W I S E S P E C I F I E D M A T E R I A L : A L L D I M E N S I O N S I N C L U D E F I N I S H E S A N D A R E I N I N C H E S T O L E R A N C E S : F R A C T I O N S ± 1 / 1 6 " A N G L E S ± 1 / 2 D E G . T O L E R A N C E S D O N O T A P P L Y D E C I M A L S ± . 0 1 o • T O R A W M A T E R I A L S a b r e I n d u s t r i e s ) T o w e r s a n d P o l e s C O N F I D E N T I A L 1 - - 1 - - - - - - + - - + - - - - 1 . - - - - - - - - - - - - - - - - 1 T h i s d o c u m e n t a n d t h e i n f o r m a t i o n 1 - - 1 - - - - - - + - - + - - - - 1 . - - - - - - - - - - - - - - - - 1 c o n t a i n e d h e r e i n i s t h e c o n f i d e n t i a l t r a d e 1 - - 1 - - - - - - + - - + - - - - 1 . - - - - - - - - - - - - - - - - 1 s e c r e t p r o p e r t y o f S a b r e C o m m u n i c a t i o n s 1 - - 1 - - - - - - + - - + - - - - 1 - - - - - - - - - - - - - - - - - - - - I C o r p o r a t i o n { " S a b r e " ) a n d m u s t n o t b e 1 - - 1 - - - - - - + - - + - - - - 1 - - - - - - - - - - - - - - - - - - - - 1 r e p r o d u c e d , c o p i e d o r u s e d , i n w h o l e o r i n 1 - - 1 - - - - - - + - - + - - - - 1 - - - - - - - - - - - - - - - - - - - - 1 p a r t , f o r a n y p u r p o s e w i t h o u t t h e p r i o r 1 0 1 2 1 1 6 K L E E K R E V I S E D N O T E S c ! c A D D E D T I E B A C K A N G L E R A N G E D E T A I L w r i t t e n c o n s e n t o f S a b ~ e . . . i , . . . : . . . ~ = ~ ~ - = : . : . . i i : . : = , . : : : = - : . = : . . = . . : = : : . . . . : : : . = . . . : ; : : . : : ; ~ = . . : : : . . : . : l : l a . l ( 0 2 0 1 5 S a b r e C o m m u n i c a t i o n s C o r p o r a t i o n . R E V D A T E D R W C H K D E S C R I P T I O N A l l r i h t s r e s e r v e d . 1 2 ' H D V - B O O M A S S E M B L Y W / T I E B A C K ( 3 ' S T A N D O F F ) W / N O A N T E N N A M O U N T I N G P I P E S S I Z E D R A W I N G N O . R E V D A T E 1 2 / 2 2 / 1 5 B C 1 0 8 5 7 0 0 1 C 1 D R A W N B Y W R F S C A L E P A G E C H E C K E D B Y E K N o n e 1 O F 3 3'-0" 4'-0" 6'-0" ..... ..... \ y \ \ \ \ \ 3'-0" 4'-0" 12'-o" .,, .,, I I I I I I I 3'-0" I I MOUNTING OPTIONS SHOWING MOUNTING PIPE PLACEMENT S 3 ' - 0 " 4 ' - 0 " b I i - 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T Y P T O P & S I D E V I E W 6 ' - 0 " U N L E S S O T H E R W I S E S P E C I F I E D M A T E R I A L : A L L D I M E N S I O N S I N C L U D E F I N I S H E S A N D A R E I N I N C H E S T O L E R A N C E S : F R A C T I O N S ± 1 / 1 6 " A N G L E S ± 1 / 2 D E G . T O L E R A N C E S D O N O T A P P L Y D E C I M A L S ± . 0 1 o • T O R A W M A T E R I A L S a b r e I n d u s t r i e s ) T o w e r s a n d P o l e s C O N F I D E N T I A L l - - + - - - - + - - - + - - - - 1 - - - - - - - - - - - - - - - l T h i s d o c u m e n t a n d t h e i n f o r m a t i o n 1 - - + - - - - + - - - + - - - - 1 - - - - - - - - - - - - - - - - l c o n t a i n e d h e r e i n i s t h e c o n f i d e n t i a l t r a d e 1 - - + - - - - + - - - + - - - - 1 - - - - - - - - - - - - - - - - l s e c r e t p r o p e r t y o f S a b r e C o m m u n i c a t i o n s 1 - - + - - - - + - - - + - - - - 1 - - - - - - - - - - - - - - - - l C o r p o r a t i o n ( " S a b r e " ) a n d m u s t n o t b e 1 - - + - - - - + - - - + - - - - 1 - - - - - - - - - - - - - - - - l r e p r o d u c e d , c o p i e d o r u s e d , i n w h o l e o r i n 1 - - + - - - - + - - - + - - - - 1 - - - - - - - - - - - - - - - - l p a r t , f o r a n y p u r p o s e w i t h o u t t h e p r i o r 1 - , - + . . , , . . _ , , . . , , . . . + . - , , - : + - , = - + ~ = = - = = - : , . . . . . , . . , = - = = , . , . . , , , . , , . . . , . , . , . , , , . , , . . , , , . , . , . , . , , , , . . , , = , - - 1 w r i t t e n c o n s e n t o f S a b r e . 1 K L E E K R E V I S E D N O l E S & A D D E D T I E B A C K A N G L E R A N G E D E T A I L C 2 0 1 5 S a b r e C o m m u n i c a t i o n s C o r p o r a t i o n . R E V D A T E D R W C H K D E S C R I P T I O N A l l r i h t s r e s e r v e d . 1 2 ' H D V - B O O M A S S E M B L Y W / T I E B A C K ( 3 ' S T A N D O F F ) W / N O A N T E N N A M O U N T I N G P I P E S S I Z E D R A W I N G N O . R E V D A T E 1 2 / 2 2 / 1 5 B C 1 0 8 5 7 0 0 1 C 1 D R A W N B Y W R F S C A L E P A G E C H E C K E D B Y E K N o n e 2 O F 3 TYP TOP & TOWER LEG UPPER LEG MOUNTING DETAIL LOWER LEG MOUNTING DETAIL S T R A I G H T TO W E R S E C T I O N \ I 1 \ I I I \ I i I I I i H \ \ I I I I ' I \ 1 , ' I ' 1 1 1 \ I I " \ ! 1 ' i , I i ! 1 I I I I i l \ \ \ I I T A P E R E D 1 ' - 9 I N 2 0 ' S L O P E I i l l I I I i I I I i l \ I I I i I I I I I I I i I I I I I I I i I I I I \ I 1 ' i , I I ' i i 1 ' i , I i ! 1 \ I I I i H \ \ " I I I i n \ \ " I I I i l l \ \ " I I I I \ ! , I 1 ' i , I i ' , I 1 ' i , I i ' , I I ' i , I i i T A P E R E D 2 ' I N 2 0 ' S L O P E - - - - - - - P I V O T I N G O P T I O N S - - - - U N L E S S O T H E R W I S E S P E C I F I E D M A T E R I A L : A L L D I M E N S I O N S I N C L U D E F I N I S H E S A N D A R E I N I N C H E S T O L E R A N C E S : F R A C T I O N S ± 1 / 1 6 " A N G L E S ± 1 / 2 D E G . T O L E R A N C E S D O N O T A P P L Y D E C I M A L S ± . 0 1 0 " T O R A W M A T E R I A L S a b r e I n d u s t r i e s ) T o w e r s a n d P o l e s C O N F I D E N T I A L ~ : t = : : : : : t : + : ~ : : : : : : : : : : : : : : : : : : : : : : : : : J T h i s d o c u m e n t a n d t h e i n f o r m a t i o n t : t = : : : : : t : + : ~ : : : : : : : : : : : : : : : : : : : : : : : : : J c o n t a i n e d h e r e i n i s t h e c o n f i d e n t i a l t r a d e 1 s e c r e t p r o p e r t y o f S a b r e C o m m u n i c a t i o n s t : t : : : : : t : + : ~ : : : : : : : : : : : : : : : : : : : : : : : : : J C o r p o r a t i o n ( " S a b r e " ) a n d m u s t n o t b e 1 r e p r o d u c e d , c o p i e d o r u s e d , i n w h o l e o r i n t ; t ; ; ; ; ; ; t ~ t ; ; ~ ~ ; ; ; ; ; ; ~ ; : ; : ; ~ ; , ; = ; : ; ~ ; : : : : ; : . ; ; : : ; : : : ; : : ; : : : : : J p a r t , f o r a n y p u r p o s e w i t h o u t t h e p r i o r 1 1 K L E E K R E V I S E D N O l E S & A D D E D T I E B A C K A N G L E R A N G E D E T A I L w r i t t e n c o n s e n t o f S a b r e . R E V D A T E D R W C H K D E S C R I P T I O N C 2 0 1 5 S a b r e C o m m u n i c a t i o n s C o r p o r a t i o n . A l l r i h t s r e s e r v e d . I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T O W E R L E G T I E B A C K D E T A I L A T T O W E R L E G T I E B A C K D E T A I L A T A N T E N N A M O U N T I N G F R A M E 1 2 ' H D V - B O O M A S S E M B L Y W / T I E B A C K ( 3 ' S T A N D O F F ) W / N O A N T E N N A M O U N T I N G P I P E S S I Z E D R A W I N G N O . R E V D A T E 1 2 / 2 2 / 1 5 B C 1 0 8 5 7 0 0 1 C 1 D R A W N B Y W R F S C A L E P A G E C H E C K E D B Y E K N o n e 3 O F 3