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1545 MAIN ST - ANTENNA REPLACEMENT °s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 COMMERICAL ALTERATION/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-CAAR-3568 Job Type: COMMERCIAL ALTERATION Description: T-Mobile L700 Project: Replace 3 antennas with 3 FASB antennas. No changes to ground lease area. Estimated Value: $20,000.00 Issue Date: 3/24/2017 Expiration Date: 9/20/2017 PROPERTY ADDRESS: Address: 1545 MAIN ST RE Number: 172325-0000 PROPERTY OWNER: Name: PAR PRO LTD Address: P 0 BOX 330177 GENERAL CONTRACTOR INFORMATION: Name: New-Tech Construction Corporation Matthew John Snyder, SCC131151517 Address: 1579 Barber RD Phone: - - PERMIT INFORMATION: FEES: Total Payments: $0.00 111 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CFI 1 OF Al LANTIC IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. sra,l; City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 1 "✓ 800 Seminole Road • s) Atlantic Beach, Florida 32233-5445 / r 17— -K—,3, • Phone(904)247-5826 • Fax(904)247-5845 ' 0109%- V jE-mail: building-dept@coab.us Date routed: --3'0y—�� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 3`_/ $ Ikc.t.,r') vt. Dee : • ent review required Yes No r ==Applicant: ( t)6Q-re-( Cor-f- ukcjioj Corp. Tree Administrator Project: =Mo- 1e L 7Q;�,rv3eG � ,icc.c.e j Public Works Public Utilities ankmna5 With fAss On kcnri.S', /UL Public Safety Ccpr 9 ar , Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: • APPLICATION STATUS Reviewing Department First Review: VAistaroved. El Denied. (Circle one. Comments: BUILDI► PLANNING &ZONING Reviewed by: ' Date: t TREE ADMIN. Second Review: A roved as revised. ['Denied.❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. Comments: Reviewed by: Date: Revised 05/14/09 rll+\,\J;.j, City of Atlantic Beach APPLICATION NUMBER '•s Building Department (To be assigned by the Building Department.) �� 800 Seminole Road n _ �, :.-7-- -°�r Atlantic Beach, Florida 32233-5445 — � �� °� Phone(904)247-5826 • Fax(904) 247-5845 c� o,tlg'' E-mail: building-dept@coab.us Date routed: — y-1-1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 15 15 M.eti r' S+. De•..: a i ent review required Yes No Applicant: 1.,6Q-red, -N-1,rudioln (per. ' Tree Administrator III L7CoPN ecf Public Works _ Project: dVlpb►le ��```� Public Utilities Conk nnu.5 w i t-h 3fAsg On-tcn' . No Public Safety CAarr„Rl- 9rYkxvi [LaWA.frez, . Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By _ Florida Dept. of Environmental Protection Florida Dept.of Transportation _ - St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS 1 Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING . PLANNING &ZONING 1. Reviewed byQ®�.....4-0/ e.. 1------ Dater/i7 TREE ADMIN. Second Review: ❑Approved as revised. nDenied. . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I !Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 812565/9JK0554B Building Permit Application City of Atlantic Beach 'Mir 800 Seminole Road,Atlantic Beach,FL 32233 Phone: (904) 247-5826 Fax: (904)247-5845 fit/ Job Address: 1545 MAIN ST Atlantic Beach FL 32233 Permit Number: 11 (/1� }K'.,Z7100 Legal Description 17-2S-29E 5.71 PT GOVT LOT 4 RECD O/R 11544-628 BEING PARCEL 3 RE# 172325-0000 Valuation of Work(Replacement Cost)$20,000 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): C-ommercia] Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes NoCN7A) • 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 L700 Project: Proposing to replace 3 antennas with 3 FASB antennas. No changes to ground lease area. Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Crown Castle for T-Mobile Address: 4511 N.Himes Ave.,Ste.210 City Tampa State FL Zip 33614 Phone 813-342-3852 E-Mail donna.carroll@crowncastle.com Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: New-Tech Construction Corp. Qualifying Agent: Matthew John Snyder Address 1579 Barber Rd. City Sarasota State FL Zip 34240 Office Phone (941)485-8988 Job Site/Contact Number 813-342-3852 State Certification/Registration# scc131151517 E-mail c/o donna.carroll@crowncastle.com Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Zurich American Insurance Co.,Exp.4/20/17 _ 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 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. , id(-------_, kit/t/A7 Cn (Signature of Owner or Agent including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)before me this S)- day of Signed and sworn to(or affirmed)before me this 1 day of VA�t� 04-01 , ZOIC , by K..4,04./1 �'-! CL-ti! , by at-l1.ew Se,Niaer { 6Dy (Signature of Notary) Notary Public-State of Florida 4 SN,y A, My Comm.Expires Dec 26,2017 I � Notary Public State of Florida %',;osf.sI Commission#FF 079561 .1 f4 Douglas Millard "'''" � yJ Personal) Known OR Personally Knov: y My Commission FF 975793 [ ]Produced Identification [ ]Produced Identificatio Expires03/28/2020 Type of Identification: Type of Identification: Account Detail Page 1 of 2 a .. 4ry • 11 • to 1111 Login Is for County Staff Only Property Tax Search Account Detail Logo Welcome Account Detail Property Tax Search ` Search Results Tangible Tax Search Important Notice Local Business Tax Search 0 Collection Cart 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. Tax Collector Home To better serve property owners,homestead and other exemption-related lens filed by the Property Appraisers 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 Courts website www.duvalclerk.com. Property Tax Account Details Pay Current Taxes Account I Property Type Last Update I No Current Taxes. 17232S-0000 REAL ESTATE 2/25/2017 11:20:07 PM Mailing Address: SITUS: PAR PRO LTD 1545 MAIN ST 32233 Pay Delinquent Taxes PO BOX 330177 ATLANTIC BEACH,FL No delinquent payment due for 32233-0177 this account. Millage Code Escrow Code USD3 Legal Description I Cart $0.00 17-2S-29E 5.71 PT GOVT LOT 4 RECO 0/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 I Folio I Owner Name I Amount Due I I 2013 , 1333981.0000 PAR PRO LTD $0.00 ( 2012 1333723.0000 PAR PRO LTD $0.00 2011 ) 1333236.0000 PAR PRO LTD $0.00 2010 1333082.0000 PAR PRO LTD $0.00 2009 1332723.0000 PAR PRO LTD $0.00 2008 ) 1332051.0000 PAR PRO LTD $0.00 2007 1331267.0000 PAR PRO LTD $0.00 TotalI $0.00 http://fl-duval-taxcollector.publicaccessnow.com/propertytaxsearch/accountdetail.aspx?p=... 2/28/2017 • ,August 11,2009 • Mrs.Delia Rodriguez •O Par-Pro,LTD A. 15e5 Main Street Atlantic Beach,FL 32233-1938 CZt4 RE: Business Unit#81.2465 0 Sits:Name: Mayport li Derr Mrs.Rodriguez This Letter of intent("LOl")sets forth the terms of the agreement that is to be memorialized between Crown Castle South LLC ("Lessee") and Par-Pro, LTD (Lessor). Lessor and Lessee intend to modify, among other things, the length of the term of the lease agreement as may be amended ("Lease") for property located at 1545 Moio St., Atlantic Beach,Duval County,Florida. For and in consideration of One liurdred Dollars(S100.00)paid by Lessee to Lessor,the parties agree its follows: • 1. Lessor and Lessee will enter into an amendment to the Lease("Lease Amendment")wherein the term of the Lease wilt be modified and the rent due under the Lease will be increased. The Lease currc tly provides that there is one(1)current remaining five(5)year term with a current lease expiration of.rebraary 2r,2016. That Lease section will be amended to provide that the remaining terns of the Lease will be two(2) additional renewable terms of 5 years each added on to the current final lease expiration date of February 28,2016. The new final Lease expiration date will be February 28,2026. • In addition to the modification described above, the Lease Amendment will further modify the Lca9c to provide that: a. Lessor will receive a$250.00 monthly rent increase on September 1,2009. b. Lessor's Rent will be reconciled by Lessee and adjusted and reimbursed if needed. c. Lessor will receive the regularly scheduled five year monthly term rent increase of le% on March 1,2011,March 1,2016 and March 1,2021. 2. Lessor shall cooperate in all ways, including but not limited to providing information. signing documents and seeking execution by third parties of documents that will remove, subordinate or satisfy any mortgages, deeds of trusts,liens or other encumbrances affecting the Property. 3. Upon receipt of.this LO1 evidencing Lessor's acceptance of the terms herein. Lessee shall submit this LOI to its property committee. if the LOl is approved by the property committee, Lessee shall prepare the draft Lease Amendment and transmit it to Lessor, which agrees 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 expenses. 5. Notwithstanding anything to the contrary contained heroin,Lessee shall 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 execution of the Lease Amendment, without damages to Lessor. • gy l5At1'6 Da`e21 �D DocType. ...—. S7/7 lnS5 Lease/Lic `S L./ BVI LVVJ V,• V1 JV •�1 VJV ♦ r �vV V.Jr • • • 6. Lessor represents and warrants that Lessor is duly authorized and has the full power, right and authority to enter into this LOl and to perform all of its obligations under this 101 and to execute and deliver all documents,including but not limited to the Lease Amendment, contemplated by this L0.1.. From the date of this LOl thr•)ugh the date that Lessor executes the Lease Amendment, Lessor shall use Its best efforts to ensure that the foregoing representations and warranties shall remain true and correct and Lessor shall promptly notify Lessee if any representation or warranty is or possibly may not be true or correct. Lessor's representations, warranties and covenants shall survive following the full execution of the Lease Amendment. If this LOl accurately sets forth our understanding regarding the foregoing, please so indicate by signing and returning to the undersigned the enclosed copy of this letter. Thanks and please sign and fax this back to my attention at 713-570-3110. Michael Cianciola Crown Castle Corporate Real Estate 7]2-570-3060 Lessor: Pau-Pro, LTD1 Name: JC'( • N. 10-DZ Q.!► L! Title: v••P'. L)ate: Q//gAlv07 • Lessee: Crown Castle South LLC - - w By: 41,� 13 en Myatt Name: Ai ig1disitiuII1 cn Title: Crown Castle USP Late: q45/C)7 JAY\I3663812 -2- • • CINGULAR WIRELESS LEGAL REVIEW FACT SHEET (Complete a Separate Fact Sheet for each Landlord and/or Legal Document) BASIC INFORMATION Date Created: 1/19/10 Region /Market: STA Site Name: Mayport Site Number: 812565- Crown Castle Consulting Entity submitting this Fact Sheet: Crown Castle South 10020470 -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 ): Contact Number: E-Mail Address: If previously reviewed by Legal, name of reviewer: Date of previous review: Business Terms Approved By: Property Committee—9/23/2009 Cingular Wireless (REM)Approver's Signature (unless approval by e-mail, if so please attach) Date of Approval SITE INFORMATION Type of Document]Project: Lease Type: NEW BUILD ❑ UMTS ❑ DECOMMISSION ❑ Other, Indicate/Explain: Amendment Type: TDMA/2G ❑ GSM/2.5G ❑ E911 ❑ 3G ❑ UMTS ❑ Other, Indicate/Explain: Lease Extension Agreement Type: Land ❑ Land w/Option ❑ Structure ❑ Structure w/Option ❑ Additional Equipment Space Lease ❑ Other, Indicate/Explain: Is this Lease associated with another(i.e. separate lease, easements, right of way etc.)? No ® Yes❑ 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 ❑ Relocation 0 Tower ® Rooftop ❑ Rooftop w/Ground ❑ Raw Land ❑ Apartment/Co-op/Condo 0 Cell On Wheels ❑ Utility Tower 0 Other, Please indicate/explain (include all utility pole applications) ❑ Type of Equipment(check all that apply): CINGULAR WIRELESS PROPRIETARY Use pursuant to Company matn:ct:ons Page 1 of 6 • • TDMA Micro ❑Macro ❑ GSM Micro ❑ Macro ❑ UMTS Micro ❑ Macro ❑ Other❑ Please indicate type and explain (include all utility pole applications): LANDLORD INFORMATION Landlord Name: Par-Pro, Ltd. Landlord Type (LLC, corp., indiv., partnership.): partnership DOCUMENT INFORMATION—ALL APPLICABLE DOCUMENTS MUST BE ATTACHED Cingular Wireless Form ❑ Landlord Form❑ Site Lease(SLA) to MLA ❑ Lease Exhibit ❑ Is this a sublease? Yes❑ No ❑ (if yes, attach copy of fully executed underlying prime lease) Other® -- If other specify: Third Amendment to Option and Lease Agreement IF SUMlfliNG Aft! ANENDJ ENT, PLEASE P(IOCEED t0 PAGE 5. LEASE& OPTION AGREEMENTS LANDLORD FORM When submitting landlord form for review: 1) For each section of the lease, please 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 Uso pursuant to Company instr ions Page 2 of 6 • • No changes to standard language ❑ Menu Language ❑ Other❑ 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❑ Menu Language ❑ Other❑ 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: FOR BOTH OPTIONS AND LEASES, PLEASE CHECK THE APPROPRIATE BOX UNDER EACH SECTION BELOW. PERMITTED USE: No changes to standard language❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other ❑ 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 ❑ Yes ❑ If yes, please explain: APPROVALS: No changes to standard language ❑ Menu Language ❑ Other❑ 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 ❑ Menu Language❑ Other❑ Termination Fee ❑ 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 ❑ Yes ❑ If yes, please explain: INSURANCE: No changes to standard language ❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other❑ 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 Uso pursuant to Company instructions Pape 3 of ! S INDEMNIFICATION: No changes to standard language ❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other❑ 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 ❑ No ❑ If no, please explain: REMOVAL/RESTORATION: No changes to standard language ❑ Menu Language ❑ Other❑ 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❑ Menu Language D Other❑ 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 ❑ Menu Language ❑ Other El 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 ❑ Menu Language ❑ Other ❑ 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❑ Menu Language ❑ Other 0 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 ❑ Menu Language❑ Other❑ If other is checked, please describe reason for change and provide suggested language, if any. LINGULAR WIRELESS PROPRIETARY Use purs,:ant 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❑ Menu Language❑ Other ❑ 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 ❑ Menu Language ❑ Other❑ 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❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other❑ 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 ❑ Menu Language ❑ Other❑ 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 0 Menu Language❑ Other❑ 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: THIS PO►`;IION fff,UST 3E COPJ PLEii D /ft NONiENTS OTHER: Relocation 0 if not standard menu language, please explain the deviation: Power Upgrades ❑ If not standard menu language, please explain the deviation: Collocation Fee ❑ If not standard menu language, please explain the deviation: Attorney Fees ❑ If not standard menu language, please explain the deviation: Capital Contribution❑ 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 ® No ❑ N/A❑ 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 WHAT IS BEING WHAT WILL CINGULAR CURRENTLY? CHANGED? END UP WITH? LINGULAR WIRELESS PROPRIETARY Use pursuant to Company ,struotrons Page 5 of 6 • Amount of Rental Increase/if any El $ N/A El total amount$ N/A❑ Effective Date of Rental Increase: List All Terms Being Amended/Added and Clearly Explain the Reason for each provision: 10 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 Yes® No❑ N/A❑ b)All prior amendments(fully executed) Yes® No❑ N/A❑ c) Copy of fully executed underlying prime lease Yes® No❑ N/A❑ d)Copy of fully executed Master lease Yes ® No❑ N/A❑ e) Deed Yes ® No❑ N/A❑ f)Exhibits to Document submitted for review, if any and if available Yes 0 No ❑ N/A❑ 2. Cingular market authority's business approval (if e-mail) Yes❑ No❑ N/A 3. Amendment to MOL(if Premises or Term is being amended) Yes® No❑ N/A❑ 4. Copy of prior recorded MOL, if any Yes® No❑ N/A❑ 5. SNDA Yes❑ No❑ N/A 6. Is leasing entity is different than deed owner Yes 0 No❑ N/A 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 instrud:ons Page 6 of 6 • • I .i gL a I C B J M I,T„.)1.. Bae 1,.,,.,,, l Pao..11'0 1 Leo Ca. W` D, 4C1 ant IT 1 . 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Active Deal Name:* 10 year LE Deal Type:* Extension Bonus Deal End Date: Created: Feb 19 2009 Created By: Michael Cianciola Customer Waiting? 0 Yes •o'No Mandatory Close By Date: 'Indicates a required field. Milestones Dep. Sent/Ord'd/ Rec/ Last Mod Milestone r Due Complete n/a By/Date Comments 1 Deal Negotiation Begun Sep 01 2009 Sep 03 2009 Michael Cianciola Sep 21 2009 2 1_01 Sent to Landlord 1 Sep 07 2009 Sep 10 2009 Michael Clanciola Sep 21 2009 3 LOl Signed by Landlord 2 Sep 14 2009 Sep 17 2009 Michael Cianciola Sep 21 2009 4 Submit for PC Approval 3 Sep 21 2009 BEN DURAN Sep 21 2009 5 Deal Approved 4 Sep 24 2009 Hal Frazer Sep 24 2009 6 Submit for Reapproval 5 7 Reapproval 6 8 Deal Assigned 5 i° Sep-25-2009 E Sherri Sacks Sep 25 2009 9 Initial Deal Documents Sep 28 2009 EiP I Oct 072009 ii9 El SUSAN MOTT Oct 02 http://www.ccisites.com/eng/Irrn/detail.do 1/19/2010 CCIsitesTM : Real Estate Information Manager Page 2 of 3 • • 2009 10 Zoning Letter — __ _ _ 1 po ID James Robinson Sep 28 2009 - - 11 Credit Check ty - --- i19 - - - �- - 12 Title Report Sep 28 2009 'g? Sep 28 2009 James - Robinson Jan 19 2010 13 Survey l ga 1 go 0 James — - - Robinson Sep 28 2009 14 Environmental I j:21 121 Q James Robinson Sep 28 2009 15 NDA/ReleaseJ gc Ino C+ James - Robinson Sep 28 2009 16 JDE Record 8e )an 19 2010 89 D James Robinson Jan 19 2010 17 Landlord Approval Oct 19 2009j Dec 18 2009 al James Robinson Jan 19 2010 18 Due Diligence Complete Oct 24 2009 11Jan 19 2010 EP. 0 James Robinson Jan 19 2010 • 19 Title Risk Opinion ; ! Il James Robinson 3an 19 2010 20 Title Risk Cure 1 °1 Igo L lames J�J Robinson Jan 19 2010 21 Settlement Documents qo I ga C James Robinson Jan 19 2010 22 Final Deal Documents Cl/ 23 Request Funding �� l Igo Q James • Robinson Jan 19 2010 24 Execute Closing Jan 19 2010 ti9 3° !J James Robinson Jan 19 2010 25 Notary Service >> 5 26 Recording Confirmation c7 25 al 0 - - 27 Transaction Recorded c7 16,25,26 H9 89 0 28 Post Closing Audit 7 27 8a (Save] http://www.ccisites.com/eng/Irm/detail.do 1/19/2010 PORTFOLIOfXTENSION PROGRAM — Titlhecklist BUN 812565 For All Transaction Types: 1. Who is the fee simple owner of the land?How does the name of the person(s), Delis 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? yea 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 no identified? 8. Did the Landlord sell the land under the tower to a third party and keep only the no tower lease and rent payments? 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 Duo 7 $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? 7 _- CHRIS R.STROHMENGER 1301 Rivecp6oc Boulcvard•Suite 1500 IR O G E 1 Z S , TOWERS Jads°rt''ile,Ho kIa 32207 — —----- 904.398.3911 Main ATTORNEYS AT LAW 904.346.5510 904.396.0663 Fax CStrohmenger{a)�rtlaw.com www.cdaw.com January 14, 2010 • VIA FEDEX 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: • In connection with the above-referenced matter, enclosed herewith please find the following original documents which have been executed by Par-Pro, Ltd.: 1. 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. With kind regards, Chris R. Strohmenger CRS:jam Enclosures JAX11397343 1 •• aKoI4bt �74156ta'me:4 PAYMENT DIRECTION FORM NEW CHANGE AT&T SITE NAME: Mayport SITE ADDRESS: 1545 Main Street,Atlantic Beach, FL 32233 LESSOR NAME:* Par-Pro, Ltd. PAYEE NAME:** If Payee is different than Lessor Name above,please provide a W-9 for Payee. Par-Pro, Ltd. PAYMENT ADDRESS: 33 n 17 7 154'9-Maain-9t. `r" $ Atlantic Beach, FL 32233 LESSOR PHONE/FAX NUMBER: 904-246-4309 CST )-Z( LESSOR/PAYEE VENDOR ID NUMBER: (if existing vendor) PREVIOUS MANAGEMENT COMPANY: (if applicable) LESSOR/PAYEE PAYMENT SHARE:*** 100% • Lessor Name should be exactly as stated in Lease/License •• 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 I hereby authorize ATT 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. 4y P /...1- ta thy LESSOR AUTHORIZr tr ION TITLE DA 'E A Al* O t� Gt (PRINT LEGIBLY) LESSOR AUTHORIZED SIGNATURE TITLE DATE (PRINT LEGIBLY) Return To: Aiko Sonoda AT&T Mobility-Partnerships/MLAs phone:770-708-6070 fix:866-913-0473 email:as4391a aticom PDF-Payment Direction Form I PRIVATE/PROPRIETARY Page I Contains private and/or proprietary information. May not be used or disclosed outside the An Companies except pursuant to a written agreement. I I'D�h Y Crown Castle C 12725 Morris Road Extension Tel: 678 366.1220 %`15(L L Suite 400 Fax: 678 366.8099 •J 1rN1.1,Funt.n:p Alpharetta,GA 30004 ) www.crowncastle.com October 17, 2007 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. U.S. Postal Service Sincerely, CERTIFIED MAIL,., RECEIPT N (Domestic Mail Only; . i .r • •verage Provided) Cro n Cast! South LLC 0 m OFFICIAL USE Awa ✓ us Garcia Postage $ Property Specialist Certified Fee Postmark Return Receipt Foo Here (Endorsement Required) cc: File (scan) Restricted Delhrery Fee El (Endorsement Required) 1` Total Postage 8 Foes fU ..0 Sent To O O Street,Apt.No.; N or PO Box No. City,State,Z1P+4 • Page 1of1 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 http://apps.coj.net/PAO/RENO.aso?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 • p•• �` -� Dnt 1� 6� FAUN 1 a5 a.5 I 1/16/2006 - Duval County Property Appraiser- Parcel Information Page 1 of 1 Owner's Name: PAR PRO LTD Real Estate Number: 172325 0000 Property Address: 1545 MAIN ST Mailing Address:PO BOX 330177 City: ATLANTIC BEACH ATLANTIC BEACH , FL Zip: 32233 Unit Number: Zip: 32233-0177 2006 Exempt Value: $0.00 PARCEL DESCRIPTION Property Use: 4100 MANUFACT LIGHT Transaction Date: 12/19/2003 Transaction price displayed is based on the actual amount of Legal Description: 17-2S-29E 5.71 PT documentary stamps GOVT LOT 4 RECD O/R 11544-628 BEING Transaction Price: $100.00 paid at the time of PARCEL 3 - recording.The current rate is 70 cents per $100. Neighborhood: 0 SECTION LAND Section/Township/Range: 17-2S-29E No. Buildings: 4 Official Record Book and Page: Heated Area: 54189 115440628 Map Tile: 9417 Exterior Wall: Modular Metal VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL Land Value: $746,331.00 Taxing Authority: USD3 Class Value: $0.00 County Tax: $15,800.98 Improvements: $1,738,374.00 School Tax: $19,887.58 Market Value: $2,484,705.00 District Tax: $7,447.65 Assessed Value: $2,484,705.00 Other Tax: $1,243.59 Exempt Value: $0.00 Voted Tax: $1,046.06 Taxable Value: $2,484,705.00 Sr. Exempt: $0.00 Sr. Taxable: $0.00 Total Tax: $45,425.86 http://apps.coj.neUPAO/printver.asp?ReNum=172325.4-0000 11/16/2006 • Page 1of1 Stoner, Kelly From: Olbertz,Jill [jill.olbertz@cingular.com] Sent: Wednesday, January 11, 2006 3:27 PM To: Garcia,Gus Cc: Stoner, Kelly Subject: RE: JAC 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. 71/I J. Olbertz 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.netlpao/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 1/12/2006 ft, ,) ! t, CROIVN cAc • i INTERNATIONAL Certified Mail— 7004 1350 0004 2908 0168 November 16, 2006 Par Pro Ltd 1545 Main St 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 / /' SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY MIComplete items 1,2,and 3,Also complete A :igreture �� / YItem 4 if Restricted Delivery is desired. ,0 Agent Gus Garcl. ■ Print our name and address on the reverse X ❑Addressee Property Specialist so that we can return the card to you. D.Received by printed••, C.Date of Delivery ■ Attach this card to the back of the mailpiece, t.-7/1• ?Ae_ ea or on the front if space permits. CCLL r + D. Is deliver�Cnddres -differentfram item 1? ❑Yes 1. Article Address to: If YES,enter dellveN address below: 0 No 1545M�tNsr.. TL- TLC % 1.tcH t / Z C aft Express Mail 0 Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7004 1350 0004 2908 0168 (Transfer from service label) 102595-02-M-154C IMMIk Xangular .; raising the bar-..111- 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 of Clearwire 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 BEACH 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, 4 '' 0 Jill Olbertz Real Estate Specialist cc: Cingular Wireless Project Manager Crown Castle Headquarters File C'.0 ui7..�. -.ii:ui:,:, 5310';;;:.a t3 81-1(i" 12dc Cingular Wireless • 6100 Atlantic Blvd • Norcross, GA 30071 • www.cingular.com Rent Calculation Worksheet - INITIAL PRORATED RENT CALCULQ 5�-j, f x Page 1 of I -- • r l c i n g u I a r INITIAL PRORATED RENT CALCULATION raisirg the bar ap,e0A,6\tcc. Site Name: JAC JHX Fixed Asset 10020470 Number: Lease Commencement 03/01/1991 Date: Effective Date of 07/05/2004 Increase: � r Day Rent Increase Begins: 5 $[1 1014 — L`/3fo"'Total # of days in Increase 31 01, Month: a oDx = Lt26 0 ,OL Rent 1 ' J��f b O Annual: $2,400.00 y�-{ Semi-Annual: 1 --1$1,200.00 ` i i L4 f 1 Quarterly: $600.00 7 Monthly: $200.00 q 3 { 4 Daily: $6.45 Days at Current Rate: 11.1 t Total: $$1�11 l--r 151 OL `1 13 bq Voucher Information One Time 1410 Total $0.00 Increase 6311 Total $200.00 Recurring Total $200.00 Voucher Voucher Total $200.00 1 + 7 + Partial $374.19 Partial $1,574.19 Month Month 2 + B + Partial $574.19 Partial $1,774.19 Month 1 Month 3 + 9 + Partial $774.19 Partial $1,974.19 Month Month 4 + 10 + lit Partial $974.19 Partial $2,174.19 Month Month 5 + 11 + f/ 7/, j, /; Partial $1,174.19 Partial $2,374.19 L!! t� "� Month Month 6 + Partial $1,374.19 Month Print http://alnclncapp0l.wnsnet.attws.com:8080/CinguLINC/rentCalculationWorksheet.do 3/28/2006 r Crown Castle USA Inc. t c1:: 2000 Corporate Drive INTERNATIONAL • Canonsburg. PA 1531 November 30,2005 PETER A.RODRIGUEZ&DELIA M.RODRIGUEZ P.O.Box 106 Atlantic Beach,FL 32233 RE:Site Name:MAYPORT,Site#:812565 Dear PETER A.RODRIGUEZ&DELIA M.RODRIGUEZ: 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 industry. 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 property 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 1 . seff . - Xcin angular- /10 a ��o /N WIRELESS Via Certified Mail,Return Receipt Requested Tracking Number 7002 3150 0000 1706 5711 July 7,2005 RECEIVED JUL 1 9 2005 Peter A&Delia M Rodriguez Ll_ 5353q P.O. Box 106 0\L/ Atlantic Beach FL 32233- 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, eJ0 C . Barbara Clarke Real Estate Specialist cc: Cingular Wireless Project Manager File Crown ' , (.rtitials)__ Daft //94)1,5--- Aril% . • u^4 :.... t,::r:i1, .4,: 4._53.q CIL ._ %.,_NEL. ( Cingular Wireless • 6100 Atlantic Boulevard • GANO2 • Norcross, GA 30071 Morgan, Sherry From: Morgan, Sherry Sent: Thursday,July 22, 2004 11:13 AM To: '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. pi 812565-84351 LEARWIRE.doc(40. Have a wonderful day! 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: McGrady, Kelly Sent: Thursday,July 22, 2004 10:00 AM To: Morgan,Sherry Subject: 812565-84351 CLEARWIRE 2 812565-84351 LEARWIRE.doc(36. 2. / 3aBUN -r- ....T)1`�" a��: .�1A f'� (y1 vpoc Type----+� Sy(initials) 6a____4171:__ Site in ., \, minae t1 COD upd, -_.---- 1 • Morgan,Sherry From: McGrady,Kelly Sent: Thursday,July 22,2004 10:00 AM To: Morgan,Sherry Subject: 812565-84351 CLEARW)RE RECEIVED JUL 2 2 2004 812565-84351 LEARWIRE.doc(40. 7R\Igq 4 -351 .f � � a C L &CCIDO-i4 Of` Re) 'Orooce-6- c6c17'4 utmt_At £'P1L7 aa)0 81A6 Ely(initials) a:,,: COD upda !sense i! I Site 10 16 Doc Type_ P 1 I. w CROWN CASTLE USA INTEROFFICE CORRESPONDENCE TO: SHERRY MORGAN FROM: JEROD ANDREWS SUBJECT: REVENUE SHARE NOTIFICATION FORM (check only one box below) ®New license ❑Amendment to existing license ❑Termination of existing license ❑ Modification of terms in license(due to reconciliation) DATE: 7/20/04 cc: APRIL SHUE SLA/LICENSE/AMENDMENf 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: 812565 Portfolio: BMI 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 Termination Effective Date_Of License Agreement: 7/5/04 Comments: 7/5/04 -Present @ $1300 srb 10/12101,TMS 4/21/03.6/13/03 CADocuments and Settings\smorgan\Local Satings\Temporary Internet Files\OLK34\812565-84351 CLEAR WIRE.doc • CROWN CASTLE USA INTEROFFICE CORRESPONDENCE TO: SHERRY MORGAN FROM: ALAN HICKMAN SUBJECT: REVENUE SHARE NOTIFICATION FORM (check the only one box below) ® New license ❑ Amendment to existing license ❑Termination of existing license DATE: 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: 812565 BUSINESS UNIT TYPE: L [(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 rs �.�' i 0 e f 2-1)2443 ot .layer. Vo c (o`-4pP/Y ror 200.06 6y tirgtiaisy 3L./'dFL I 7l COD update. >r 11r fD Ooc TIP*----------- srb 10/12101.TMS 4/21/03 ® BELLSOUTH BellSouth Cellular Corp. 1100 Peachtree Street,N.E. Atlanta,GA 30309-4599 VIA Certified Mail Tracking Number 7099 3400 0002 5513 4758 February 09, 2001 PETER A. RODRIGUEZ & DELIA M. RODRIGUEZ P.O. Box 106 Atlantic Beach, FL 32233- Subject: Notice of Rent Increase for BellSouth Site JAC JHX Art p_Ct4A' Dear Lessor: 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, 20C1. 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- If 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, Carol Watling Real Estate Specialist BellSouth Cellular Corp. cc BellSouth Project Manager Crown Castle Headquarters Crown Castle Project Manager File BU#r g1aSCC,� DOC TYPE ® BELLSOUTH 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 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,64 Melodie Hooker Real Estate Specialist BellSouth Cellular Corp. Enclosure (1) cc Crown Castle Headquarters ° 53IA \I Crown Castle Project Manager BellSouth Project Manager File tti 10/17/00 TUE 14:12 FAX 9043960663 ROGERS. TOWERS 2j002 PREPARED BY AND AFTER RECORDING RETURN TO: Barbara E. Overton Wail,Gotchal& Manges LLP 701 Brickeil Avenue Miami,FL 33131 AMENDMENT TO LEASE AGREEMENT THIS AMENDMENT TO LEASE AGREEMENT ("Amendment") is made this /02-11 day of eeernf2Piy , 2000,by BELLSOUTH MOBILITY LLC , a Georgia CGL ('BellSouth") and PETER A_ RODRIGUEZ and DELIA M. RODRIGUEZ, a married couple (together, the "Landlord"). WITNESSETH: 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 Ieases 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 that, 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 Subleasing. 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 to 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 nKv 093(RODRIGUEZ) MI)A9015510111 XSti0?1 DOC\3963L0009 10/17%00 TUE 14:12 FAX 9043960663 ROGERS, TOWERS ®003 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 sublicense part or all of the Property,and in the event the Property or any part thereof is subleased or sublicensed to Crown, Crown may further sublease or sublicense all or any part of the Property to third party tenants,but in each case BellSouth • or Crown(as the case may be)will provide notice to Landlord of the sublease/sublicense. 3. Co-Locator Revenue. As further consideration for Landlord's willingness to modify Section 17 of the Lease relating to assignment, subleasing and other transfers 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 No/100 ($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 delivery of this Amendment. 5. Capitalized Terms. Capitalized terms not otherwise defined herein shall have the meanings set forth in the Lease. 6. Recordation. At the request of either party, a memorandum of this Amendment,or an amendment to any previously recorded memorandum or short form of lease, shall be executed by the parties and recorded in the proper recording office. , 7. No Other Amendments. Except as expressly modified by this Amendment, the Lease remains unchanged and in full force and effect. 8. Effectiveness. This Amendment shall be effective only upon execution and delivery by Landlord and BellSouth of this Amendment. BdlSou ,'a Initirt)s:41 Landlord's Initiate: /24441/9/k—/ • n(V 093(RODR]GUEZ) MIt:N904$51C\t X51493'.DOCJ9632.0005 2 10/17/00 TUE 14:13 FAX 9043960663 ROGERS, TOWERS 00.1 IN WITNESS WHEREOF, the undersigned have executed this Amendment the day and year first above written. Signed, sealed and delivered in the BELLSOUTH: presence of: ,47 BELLSOUTH MOBILITY Print Nam::_. e ,9"Or_P.06"/?J a Georgia G44- ,6/ d/,t4suz•i c m),'C LLe, /71 5dde-we-07666 n By: , Print Nam•: �1 y Sit/744 Officer's Name: :tept'en H. •rakk Title: Exa..uZtw P.oGtc tm� LANDLORD: i • / • •• •i e:'1E�Q C. keE aEEA / •ETER A. ROD• UE-10 d I.�� Print Name: I q �% I, • . DELIA M. • a 'RIG / Pt ame: t Let",€.6E.edn/ Print Name: arI P tk,. • • • • • • BCIlSouth•S Iniuelt. Lcndlortrs Initials: / !KV 093(ROARIGUE2) . 1:19oassortxstrm!Doc.39a32.000s 3 10717/00 TUE 14:19 FAX 9049960669 ROGERS. TOILERS 1005 STATE OF FLORIDA .• : ss COUNTY OF ✓A — . The foregoing instrument was acknowledged before me this / 7-day of t'GT ' LV‹.- , 2000, by Peter A. Rodriguez.Q e is personally known to iu or has produced as identification. i Sign of Notary P> c A7 , G e> —z-4-c. -a---- Printed Name of Notary • Public: My Commission Expires: [Seal] STATE OF FLORIDA .• ie.11'. 7.M.Gonzalez : SS t ,�. MYCOMMISStON# CC913118 EXPIRES COUNTY OF )Uv/4' ' ? May 20,2004 '•,•Ff,t BONDED TH RV TROY FAIN INSURANCE,INC The foregoing instrument was acknowledged before me this/ 7'` day of 67 C.7'-O 3'-12 , 2000, by Delia M. RodrigueShe is personally known to moor has produced as identification. - ! - i Sign: e of Notary delic / \7T4 ,~1, 6`-c74-1 —/ii-e--6 Z_ Printed Name of Notary Public: My Commission Expires: [Seal] lm Gonzalez *t a%11 MYCOMMISSION# CC913118 EXPIRES 3 ;= May 20,2004 .,o.n,,. 8CNDEU THRU TROY FAIN INSURANCE.INC / 4 BellSouth's Issiga13: / , • , , Lan dford's Initials: V I4 31(V 093(1tWDE000FS) M31:\90+3503‘1XS1'403:.DpLU9,5320003 ,,,_ 4 10/17/00 TUE 14:13 FAX 9043960663 ROGERS. TOWERS 0'1006' , Y STATE OF GEORGIA - : ss COUNTY OF rLl L�©lJ . The foregoing instrument was acknowledged before me this /2-1-lay of TDece01 be , 2000, by 3tepktt A . 1Y * - as Elfee-I-4-ttv't.b))tecizicg BellSouth Mobility Lie a Georgia LSC on behalf of said corporation. HelShc is personally known to me, _ }? 4 Signature of Notary Public iiVzzvci 'Iloo Printed Name of Notary Public: G'Gu/r7/I� �ui h 'J _ - • My Commission Expires: ,,-1.--1,-.0- [Seal] ,/ geliSouth's lnivalS: /7/1 Landlord's Initidr .4ti . IKv 093 CRODRIGUEZ) M11190455\03UXS1403!.DOC\39632.0o05 5 1. . t I © BELLSOUTH BellSouth Cellular Corp. 1100 Peachtree Street,N.E. Atlanta,GA 30309-4599 DOC TYPE FEDERAL EXPRESS August 7,2000 Peter A. & Delia M. Rodriquez 1545 Main Street Atlantic Beach, FL. 32233 Re: Lease Renewal—Cell Site JAC MIX • Dear Lessor: 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. • cerely, 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 . • Z 209 433 629 JKV093 329 SPoRecSark*t Certified Mall JAC JHX 750038 254 No Insurones Coverage Provided. Do not use for International Mall(SN r'ev'erse) -ent to— BeIlSovth Collider Coil. , 1100 Peachtree Street.N E. Streit li Ranter Atlanta,GA 30309 corsias Zi December 7. 1999 Pow PETER A. RODRIGUEZ& DELIA M. RODRIGUEZ Coiled Fee ------------- po box 106 Delivery Fee Atlantic Beach, FL 32233- Reesiied Delivery Fee RE: Your Lease with BellSouth or One of its Affiliated Companies E Paean AKIOS++ wp whoa a ase oeir«.a IFlew hce i Sive:we mon. . Ose� Aosta__Ates Dear Lessor: Ir m.Postage a Fees $ Poiret a Dome BellSouth recently entered into a contract with Crown Castle International("C EE of the communications facility located on your property. Under this arrange u tower maintenance and site upkeep. Crown will also market the unused spar a tenants on the tower other than BellSouth, if any. BellSouth will continue tc __ ......., The agreement with_Crown does 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 to the further sublease by Crown of unused space to other third parties. 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 of the 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 1-877-231-5447 (toil free). Press "1" to have your call directed to our representative handling this matter. If you reach our voice mail,please leave a message and we will return your call within 24 bows. Once again,many thanks. A6144 • SENDER: O(;ampere store I anat.2 for additional ser•ioee. I also wish b receive file blow- ing Terre 3,sa and to. 1+19 services(tor an extra tee): 0 Prsi your rams and adores:on she reverse or this tem so her.e can return oro Stephen A.Brake Cam to you. Assistant Vice President w° ro°1 front a """a`" or°"re clad f epees does„�, / o 's Address 0 2. l py Aecwcr Rep eared on tfre Traipse below M artd a tar Der. o 0 The Return. Receipt Mi slow to.horn the&t de was oeF.ered and the date 0sionE 3.Article Addressed to: 4a Article!},1 433 629 PETER A. RODRIGUEZ& DEELA M. p2 Q,EZ V box 106 1KV093 tlantic Beach, FL 32233- o Registered OCerored • o Z 209 433 629 Express Mail Olnsured V CO 0 Return Recoot Tor Merchandise o coo 812505 fftlf3 - of Delivery -- -/3 - 2c t _ 8 Adc7ressee's.Address(Only i/recKx>sted--nd f == &'- ._`��- tae is pail) t6 Sr t�efe(Addrr..>e<.or Ay o _ , (/';:v7 436 BellSouth Mobility (� 7660 Phillips Highway Suite 20 Jacksonville.FL 32256 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: 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 1, 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. Sincerely, Sheryl E. Hand Real Estate Manager • A BELLSOUTH Company `orf Jl� HK .1013 ./0L7067 i G 68 /`�-� OFFICIAL RECORDS ./ V 093 This Instrument Prepared / " ( by and Return to: e A. Duane Bergstrom Wells, Morrison, Davis & Bergstrom, P.A. P. O. Box 3628 Orlando, Florida 32802-3628 r, ac c cc NOTICE NOTICE OF EXERCISE OF OPTION BY BELLSOUTH MOBILITY INC �D c 1� OC W \ WHEREAS, BELLSOUTH MOBILITY INC ("Tenant") and Peter A. & Delia M. Rodriguez ("Lessor") entered into a certain Q' ' Option and Lease Agreement dated September 7 , 1990 , and recorded in Official Records book 7005 , page 1438 , Public Records of Duval County, Florida ("Option") ; WHEREAS, the Agreement provides that the Lease Agreement shall become effective on the date Tenant gives Lessor notice of • p s the exercise of the Option, laJ Cn pc".. NOW, THEREFORE, Tenant hereby gives public notice of the N WWF- affirmative exercise of the Option and that the Lease Agreement N " :e; became effective March 1 � 19 91 . Lrr`: IN WITNESS WHEREOF, Tenant has executed this Notice of Exercise of Option this February 20 , 19 91 . BELLSOUTH MOBILITY INC By 4aLit ��• Gretel H. Hoffma'J General Manager STATE OF FLORIDA, COUNTY OF DUVAL ) The foregoing instrument was acknowledged before nye this February 20 , 19 91 , by Gretel H. Hoffman General Manager of BellSouth Mobility Inc, a Georgia Corporation, on behalf of the corporation. My Commission expires: CLL Notary puplic tiery Pohtie. $bt1 of Ylo.t 2 TAY Co nmiserpn i..para ryo`.6.199 NonOeO tn.,,�:•:e �� • C�-fy of fatActicL1 PJFPAU L J. FORD �� -2017 & COMPANY 1965.2015 Date: August 15, 2016 David Robertson Paul J Ford and Company Crown Castle 250 E. Broad Street, Suite 600 12725 Morris Road Extension, Suite 400 Columbus, OH 43215 Alpharetta, GA 30004 mbuske@pjfweb.com Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Carrier Site Number: 9JK0554B Carrier Site Name: Ofjc Atlantic Beach Crown Castle Designation: Crown Castle BU Number: '�4N'^ 812565 Crown Castle Site Name: L." MAYPORT Crown Castle JDE Job Number: OjoL 391508 Crown Castle Work Order Number: ! 1283519 Crown Castle Application Number: 352922 Rev. 0 Engineering Firm Designation: Paul J Ford and Company Project Number: 37516-1744.003.8700 Site Data: 1545 Main Street, Atlantic Beach, Duval County, FL Latitude 30°20'13", Longitude -81°25'12" 190 Foot-Self Support Tower Dear David Robertson, Paul J Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 936390, in accordance with application 352922, revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. B-. • • - -•- sis we have determined the tower stress level for the structure and foundation, under the f. •wing load case, to be: -- LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. This analysis has been performed in accordance with the 2014 Florida Building Co.- , th Edition, based upon an ultimate 3-second gust wind speed of 129 mph converted to a nominal 3-second gust . •--. . •! • per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a topographic category 1 and crest height of 0 feet, and Risk Category II were used in this analysis. e \lull(/t�V We at Paul J Ford and Company appreciate the opportunity of providing our continukxjg\ra /ervices to you and Crown Castle. If you have any questions or need further assistance on tttgO... p :' f'9e please give us a call. `� '---)../...\-\" 's. ''.....(' Respectfully submitted by: * NO. 79560 * -p STATE OF '�lt� Matthew Buske, E.I. �!,; . ��!9>C• `• Structural Designer. • /,. a 'y \, tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2—Existing and Reserved Antenna and Cable Information 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 Components vs. Capacity 4.1) Recommendations • 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations • tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CC!BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 3 1) INTRODUCTION This tower is a 190 ft Self Support tower designed by Rohn in November of 1990. The tower was originally designed for a wind speed of 100 mph per EIA-222-D. The tower was reinforced by modifications designed by PJF in July of 2011. 2)ANALYSIS CRITERIA V The structural analysis was peormed for'' equirements of TIA-222-G Structural Standards for Steel Anter tures using a 3-second gust wind speed of 99.9 mph with no icP n ider service loads, exposure category C with topographi Table 1 - Proposed Ante Center Mounting Line Nus I Number Feed Level (ft) Elevation ° � of Feed Line Note (ft) Anten, � Lines Size (in) 130.0 I 130.0 3 I - I - 1 • tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 4 Table 2 - Existing and Reserved Antenna and Cable Information Center Number Mounting Line of Antenna Number Feed Level (ft) Elevation Manufacturer Antenna Model of Feed Line Note (ft) Antennas Lines Size (in) 3 andrew I DBXNH-6565B-R2M - I - 13 3 commscope SBJAH4-1D65B-DL 2 commscope WCS-IMFQ-AMT-43 3 ericsson RRUS 32 B2 1 3/4 3 ericsson RRUS 32 B66 1 3/8 2 6 raycap DC2-48-60-0-9E 1 I raycap DC6-48-60-18-8C 187.0 187.0 3 andrew DBXNH-6565B-R2M I 6 andrew E15S09P78 6 andrew SBNHH 1 D65B 12 1 5/8 3 ericsson RRUS 12 4 3/4 3 ericsson RRUS 32 B30 3 5/16 1 3 ericsson RRUS-11 2 3/8 2 raycap DC6-48-60-18-8F 1 tower mounts Sector Mount[SM 502-3] 184.0 1 andrew VHLP2-11 1 dragonwave Horizon DUO 2 183.0 andrew VHLP2-18 2 ( dragonwave Horizon DUO 6 1/2 178.0 3 ;argus technologies LLPX310R-V4 3 5/16 1 samsung 178.0 3 telecommunications nRRHv2 1 terrawave JUNCTION BOX 1 tower mounts Sector Mount [SM 401-3] 3 andrew TMBXX-6517-R2M - - 3 3 andrew ETW200VS12UB 6 andrew TMBXX-6517-R2M 130.0 130.0 3 nokia FRIG 3 11/4 3 nokia FXFB 3 1 5/8 1 7 1 5/8 3 raycap RNSDC-7771-PF-48 I 1 I tower mounts J Sector Mount[SM 104-3] Notes: 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed, Not Considered In Analysis tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 5 3)ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source GEOTECHNICAL REPORTS ATEC,#72-01065, 12/3/1990 111139 CCISITES TOWER FOUNDATION - 816089 CCISITES DRAWINGS/DESIGN/SPECS TOWER MANUFACTURER Rohn, #25703JC, 11/30/1990 225932 CCISITES DRAWINGS POST-MODIFICATION TEP,#113297, 1/12/2012 3062154 CCISITES INSPECTION TOWER REINFORCEMENT I PJF,#37511-1230, 7/5/2011 3009343 CCISITES DESIGN/DRAWINGS/DATA 3.1) Analysis Method tnxTower(version 7.0.5.1), 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. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) 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. Paul J Ford and Company should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 4-Section Capacity (Summary) Section Elevation(ft) Component Type Size Critical P(K) No. Element (KSPP allow %) Capacity Pass/Fail Ti 190-180 Leg Pipe 2.875XS) 276 (2 5 2 -3.28 74.51 4.4 Pass T2 180-160 Leg Pipe 3.5"x 0.300"(3 XS) 29 -29.76 94.46 31.5 Pass T3 160-140 Leg Pipe 4.5"x 0.337"(4 XS) 68 -60.15 159.90 37.6 Pass T4 140-120 Leg Pipe 5.563' x 0.375"(5 107 -89.55 239.38 37.4 Pass XS) T5 120-100 Leg Pipe 6.625" x .340"(6 146 -118.19 244.02 48.4 Pass EHS) T6 100-80 Leg Pipe 6.625Sx)0.432"(6 173 -149.29 303.62 49.2 Pass T7 80-60 Leg Pipe 6.625")0.432"(6 200 -177.75 303.58 58.5 Pass T8 60-40 Leg Pipe 8.625"EHS)0.375"(8 227 -205.50 386.31 53.2 Pass T9 40-20 Leg Pipe 8.625" x) x I 375 (8 254 -233.52 386.31 60.4 I Pass T10 20-0 Leg I Pipe 8.625")0.500"( 8 I 281 I -247.49 I 505.43 I 49.0 I Pass tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 6 Section Elevation(ft) Component Type Size Critical P(K) SF*P allow % No. Element (K) Capacity Pass/Fail T1 190-180 Diagonal Pipe 2.3 STD) .154"(2 I 12 -4.65 24.15 19.3 Pass T2 180-160 Diagonal Pipe 2.375"x)0.218"(2 36 -8.25 23.14 35.7 Pass XS T3 I 160-140 Diagonal Pipe 2.3 STD)0.154 (2 75 -6.88 15.33 44.8 Pass T4 140-120 Diagonal Pipe 2.3 STD)0.154 (2 114 -9.72 13.17 73.8 Pass T5 120-100 Diagonal Pipe 2.87 STD)0.203 (2 5 153 -11.79 16.50 71.4 Pass T6 100-80 Diagonal Pipe 3.5"x 0.216"(3 STD) 180 I -11.34 28.50 39.8 Pass T7 I 80-60 Diagonal Pipe 3.5"x 0.216"(3 STD) 207 I -11.34 24.78 45.8 Pass T8 60-40 Diagonal Pipe 3.5"x 0.216"(3 STD) 234 -12.42 22.07 56.3 Pass T9 40-20 Diagonal Pipe 3.5"x 0.216"(3 STD) 261 -12.90 19.40 66.5 Pass (37515-2715)2.875"x T10 20-0 Diagonal .276"Pipe w/3.5"x.300" 294 -19.05 33.70 56.5 Pass • Half Sleeve T1 190- 180 Horizontal Pipe 1.9STD)0.145"(1.5 10 -3.20 22.58 14.2 Pass x T2 180-160 Horizontal Pipe 1.9" STD)0.145" 9'STD)145"(1.5 34 -4.42 22.52 19.6 Pass T3 160-140 Horizontal Pipe 1 9STD)x 0.145"(1.5 73 -4.27 19.14 22.3 Pass T4 140-120 Horizontal Pipe 2.375"STD)0.154"(2 112 -6.68 27.21 24.5 Pass T5 120-100 Horizontal Pipe 2.375"STD)0.154"(2 151 -7.04 22.64 31.1 Pass T6 100-80 Horizontal Pipe 2.375"STD)0.154"(2 178 -7.36 16.86 43.6 Pass T7 80-60 Horizontal Pipe 2.87STD)0.203"(2.5 205 -7.88 28.64 27.5 Pass Pipe 2.87 STD)0.203"(2.5 232 -9.05 22.38 40.4 Pass T8 60-40 Horizontal I T9 40-20 Horizontal Pipe 2.875"STD)0.203"(2.5 259 -9.76 17.82 54.8 Pass T10 20-0 Horizontal Pipe 2.87 STD)0.203"(2.5 290 -10.50 16.05 65.4 Pass Ti 190-180 Top Girt Pipe 1.9"STD)145"(1.5 5 -0.87 22.63 3.8 Pass T10 20-0 Redund Horz 1 Pipe 1.9"x 0.145"(1.5 288 -4.29 12.89 33.3 Pass Bracing STD) T10 20-0 Redund Diag 1 Pipe 2.375"x 0.154"(2 293 -3.92 9.00 43.6 Pass Bracing STD) T10 20-0 Redund Hip 1 Pipe 1.9"x 0.145"(1.5 297 -0.05 11.86 0.4 Pass Bracing STD) Redund Hip Pipe 2.875"x 0.203"(2.5 T10 20-0 Diagonal 1 STD) 307 -0.06 10.56 0.5 Pass Bracing T1 190-180 Inner Bracing L2x2x1/8 25 -0.02 6.56 0.2 Pass T2 180-160 Inner Bracing L2x2x1/8 40 -0.01 6.44 0.1 Pass T3 160-140 Inner Bracing L2x2x1/8 81 -0.01 4.79 0.1 Pass I T4 140-120 Inner Bracing L2x2x1/8 119 -0.01 3.28 0.3 Pass T5 120-100 Inner Bracing L2x2x1/8 158 -0.01 2.48 0.3 Pass T6 100-80 Inner Bracing L2 1/2x2 1/2x3/16 186 -0.01 5.23 0.2 Pass T7 80-60 Inner Bracing L3x3x3/16 I 212 I -0.01 6.83 0.2 Pass T8 60-40 Inner Bracing L3 1/2x3 1/2x1/4 240 I -0.01 11.13 I 0.2 Pass I tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 7 Section Elevation(ft) Component Type Size Critical P(K) No, Element (Rallow %) Capacity Pass/Fail T9 40-20 Inner Bracing L3 1/2x3 1/2x1/4 I 267 1 -0.01 8.92 0.2 Pass T10 20-0 Inner Bracing Pipe 2.3 STD) 154 (2 310 -0.01 6.59 0.2 Pass Summary Leg(T9) 60.4 Pass Diagonal 73.8 Pass (T4) Horizontal 65.4 Pass (T10) Top Girt 3.8 Pass (T1) Redund Horz 1 33.3 Pass Bracing (T10) Redund Diag 1 43.6 Pass Bracing (T10) Redund Hip 1 Bracing 0.4 Pass (T10) Redund Hip Diagonal 1 0.5 Pass Bracing (T10) r Inner Bracing 0.3 Pass (T5) Bolt Checks 48.4 Pass I I I I Rating= I 73.8 I Pass Table 5 -Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass I Fail 1 Anchor Rods I - I 48.6 Pass Base Foundation 127.6 Pass Structural - Base Foundation 1 _ 39.6 Pass Soil Interaction Structure Rating (max from all components)= 73.8% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations • The tower and its base and anchor foundations have sufficient capacity to carry the existing and proposed loads. No modifications are required at this time. tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 8 ' APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 7.0.5.1 August 15, 2016 r1) Support Tower Structural Analysis CCI BU No 812565 mber 37516-1744.003.8700, Application 352922, Revision 0 Page 9 Tower Input Data tower is a 3x free standing tower with an overall height of 190.00 ft above the ground line. of the tower is set at an elevation of 0.00 ft above the ground line. width of the tower is 8.50 ft at the top and 27.68 ft at the base. r is designed using the TIA-222-G standard. ing design criteria apply: 1) Tower is located in Duval County, Florida. 2) ASCE 7-10 Wind Data is used (wind speeds converted to nominal values). 3) Basic wind speed of 100 mph. 4) Structure Class II. 5) Exposure Category C. 6) Topographic Category 1. 7) Crest Height 0.00 ft. 8) Deflections calculated using a wind speed of 60 mph. s) A non-linear(P-delta) analysis was used. 10) Pressures are calculated at each section. 11) Stress ratio used in tower member design is 1. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned 4 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 NI Use Code Stress Ratios 4 Use Clear Spans For KUr .1 All Leg Panels Have Same Allowable 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz 4 Use Azimuth Dish Coefficients 4 Include Angle Block Shear Check Use Special Wind Profile 4 Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.60+W Combination Poles 4 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 tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 10 ' Wind 180 1 Leg A Wind 90 ,N Q O Leg C Leg B Face C Wind Normal Triangular Tower Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft ft ft T1 190.00-18p.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 .15.04 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 Tower Diagonal Bracing Has Has Top Girt Bottom Girt • Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in T1 190.00-180.00 5.00 K Brace Down No Yes 0.0000 0.0000 T2 180.00-160.00 6.67 K Brace Down No Yes 0.0000 0.0000 T3 160.00-140.00 6.67 K Brace Down No Yes 0.0000 0.0000 T4 140.00-120.00 6.67 K Brace Down No Yes 0.0000 0.0000 T5 120.00-100.00 10.00 K Brace Down No Yes 0.0000 0.0000 T6 100.00-80.00 10.00 K Brace Down No Yes 0.0000 0.0000 T7 80.00-60.00 10.00 K Brace Down No Yes 0.0000 0.0000 T8 60.00-40.00 10.00 K Brace Down No Yes 0.0000 0.0000 T9 40.00-20.00 10.00 K Brace Down No Yes 0.0000 0.0000 T10 20.00-0.00 20.00 K1 Down No Yes 0.0000 0.0000 tnxTower Report-version 7.0.5.1 I . August 15, 2016 190 Ft Self Support Tower Structural Analysis CC!BU No 812565 • Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 11 Tower Section Geometry (cont'd) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft T1 190.00- Pipe Pipe 2.875"x 0.276"(2.5 A618-50 Pipe Pipe 2.375"x 0.154"(2 A618-50 180.00 XS) (50 ksi) STD) (50 ksi) T2 180.00- Pipe Pipe 3.5"x 0.300"(3 XS) A618-50 Pipe Pipe 2.375"x 0.218"(2 XS) A618-50 160.00 (50 ksi) (50 ksi) T3 160.00- Pipe Pipe 4.5"x 0.337"(4 XS) A618-50 Pipe Pipe 2.375"x 0.154"(2 A618-50 140.00 (50 ksi) STD) (50 ksi) • T4 140.00- Pipe Pipe 5.563"x 0.375"(5 XS) A618-50 Pipe Pipe 2.375"x 0.154"(2 A618-50 120.00 (50 ksi) STD) (50 ksi) T5 120.00- Pipe Pipe 6.625"x 0.340"(6 A618-50 Pipe Pipe 2.875"x 0.203"(2.5 A618-50 100.00 EHS) (50 ksi) STD) (50 ksi) T6 100.00- Pipe Pipe 6.625"x 0.432"(6 XS) A618-50 Pipe Pipe 3.5"x 0.216"(3 STD) A618-50 80.00 (50 ksi) (50 ksi) 17 80.00-60.00 Pipe Pipe 6.625"x 0.432"(6 XS) A618-50 Pipe Pipe 3.5"x 0.216"(3 STD) A618-50 (50 ksi) (50 ksi) T8 60.00-40.00 Pipe Pipe 8.625"x 0.375"(8 A618-50 Pipe Pipe 3.5"x 0.216"(3 STD) A618-50 EHS) (50 ksi) (50 ksi) T9 40.00-20.00 Pipe Pipe 8.625"x 0.375"(8 A618-50 Pipe Pipe 3.5"x 0.216"(3 STD) A618-50 EHS) (50 ksi) (50 ksi) T10 20.00-0.00 Pipe Pipe 8.625"x 0.500"(8 XS) A618-50 Arbitrary (37515-2715)2.875"x.276" A500-46 (50 ksi) Shape Pipe w/3.5"x.300"Half (46 ksi) Sleeve Tower Section Geometry (cont'd) Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girts T1 190.00- None Flat Bar A36 Pipe Pipe 1.9"x 0.145" A618-50 180.00 (36 ksi) (1.5 STD) (50 ksi) T2 180.00- None Flat Bar 160.00 A36 Pipe Pipe 1.9"x 0.145" A618-50 (36 ksi) (1.5 STD) (50 ksi) T3 160.00- None Flat Bar A36 Pipe Pipe 1.9"x 0.145" A618-50 140.00 (36 ksi) (1.5 STD) (50 ksi) T4 140.00- None Flat Bar A36 Pipe Pipe 2.375"x 0.154" A618-50 120.00 (36 ksi) (2 STD) (50 ksi) T5 120.00- None Flat Bar A36 Pipe Pipe 2.375"x 0.154" A618-50 100.00 (36 ksi) (2 STD) (50 ksi) T6 100.00- None Flat Bar A36 Pipe Pipe 2.375"x 0.154" A618-50 80.00 (36 ksi) (2 STD) (50 ksi) 17 80.00-60.00 None Flat Bar A36 Pipe Pipe 2.875"x 0.203" A618-50 (36 ksi) (2.5 STD) (50 ksi) T8 60.00-40.00 None Flat Bar A36 Pipe Pipe 2.875"x 0.203" A618-50 (36 ksi) (2.5 STD) (50 ksi) T9 40.00-20.00 None Flat Bar A36 Pipe Pipe 2.875"x 0.203" A618-50 (36 ksi) (2.5 STD) (50 ksi) T10 20.00-0.00 None Flat Bar A36 Pipe Pipe 2.875"x 0.203" A618-50 (36 ksi) (2.5 STD) (50 ksi) • Tower Section Geometry (cont'd) Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade ft T1 190.00- Solid Round A572-50 Equal Angle L2x2x1/8 A36 180.00 (50 ksi) (36 ksi) tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 12 - • Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade ft Grade • T2 180.00- Solid Round A572-50 Equal Angle L2x2x1/8 A36 160.00 (50 ksi) (36 ksi) T3 160.00- Solid Round A572-50 Equal Angle L2x2x1/8 A36 140.00 (50 ksi) (36 ksi) T4 140.00- Solid Round A572-50 Equal Angle L2x2x1/8 A36 120.00 (50 ksi) (36 ksi) T5 120.00- Solid Round A572-50 Equal Angle L2x2x1/8 A36 100.00 (50 ksi) (36 ksi) T6 100.00- Solid Round A572-50 Equal Angle L2 1/2x2 1/2x3/16 A36 80.00 (50 ksi) (36 ksi) 17 80.00-60.00 Solid Round A572-50 Equal Angle L3x3x3/16 A572-50 (50 ksi) (50 ksi) T8 60.00-40.00 Solid Round A572-50 Equal Angle L3 1/2x3 1/2x1/4 A572-50 (50 ksi) (50 ksi) T9 40.00-20.00 Solid Round A572-50 Equal Angle L3 1/2x3 1/2x1/4 A572-50 (50 ksi) (50 ksi) T10 20.00-0.00 Solid Round A572-50 Pipe Pipe 2.375"x 0.154"(2 A618-50 (50 ksi) STD) (50 ksi) Tower Section Geometry (cont'd) Tower Redundant Redundant Redundant K Factor Elevation Bracing Type Size Grade ft T10 20.00- A53-B-35 Horizontal(1) Pipe Pipe 1.9"x 0.145"(1.5 1 0.00 (35 ksi) Diagonal(1) Pipe STD) 1 Hip(1) Pipe Pipe 2.375"x 0.154"(2 1 Hip Diagonal Pipe STD) 1 (1) Pipe 1.9"x 0.145"(1.5 STD) Pipe 2.875"x 0.203"(2.5 STD) • Tower Section Geometry (cont'd) Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Boft Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft in in in in T1 190.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 180.00 (36 ksi) T2 180.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 160.00 (36 ksi) T3 160.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 140.00 (36 ksi) T4 140.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 120.00 (36 ksi) T5 120.00- 0.00 0.3750 A36 1 1 1.1, 0.0000 0.0000 36.0000 100.00 (36 ksi) T6 100.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 80.00 (36 ksi) T7 80.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 60.00 (36 ksi) T8 60.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 40.00 (36 ksi) T9 40.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 20.00 (36 ksi) T10 20.00- 0.00 0.3750 A36 1 1 1.1 0.0000 0.0000 36.0000 0.00 (36 ksi) tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 . , Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 13 • Tower Section Geometry (cont'd) K Factors' Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T1 190.00- Yes No 1 1 1 1 1 1 1 1 180.00 1 1 1 1 1 1 1 T2 180.00- Yes No 1 1 1 1 1 1 1 1 160.00 1 1 1 1 1 1 1 T3160.00- Yes No 1 1 1 1 1 1 1 1 140.00 1 1 1 1 1 1 1 T4 140.00- Yes No 1 1 1 1 1 1 1 1 120.00 1 1 1 1 1 1 1 T5 120.00- Yes No 1 1 1 1 1 1 1 1 100.00 1 1 1 1 1 1 1 T6 100.00- Yes No 1 1 1 1 1 1 1 1 80.00 1 1 1 1 1 1 1 T7 80.00- Yes No 1 1 1 1 1 1 1 1 60.00 1 1 1 1 1 1 1 T8 60.00- Yes No 1 1 1 1 1 1 1 1 40.00 1 1 1 1 1 1 1 T9 40.00- Yes No 1 1 1 1 1 1 1 1 20.00 1 1 1 1 1 1 1 T10 20.00- Yes No 1 1 1 1 1 1 1 1 0.00 1 1 1 1 1 1 1 'Note: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 Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net U Net Width U Net U Net U Net U Net U Deduct Width Deduct Width Width Width Width in Deduct in Deduct Deduct Deduct Deduct in in in in in T1 190.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00 T2 180.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00 T3 160.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 140.00 T4 140.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 120.00 T5 120.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00 T6 100.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0:75 0.0000 0.75 80.00 T7 80.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 60.00 T8 60.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 40.00 T9 40.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 20.00 T10 20.00- 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.00 tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 14 . Tower Section Geometry (cont'd) Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Elevation Connection Horizontal ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T1 190.00- Flange 0.8750 4 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 180.00 A325N A325N A325N A325N A325N A325N A325N T2 180.00- Flange 0.8750 4 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 160.00 A325N A325N A325N A325N A325N A325N A325N T3 160.00- Flange 1.0000 4 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 140.00 A325N A325N A325N A325N A325N A325N A325N T4 140.00- Flange 1.0000 6 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 120.00 A325N A325N A325N A325N A325N A325N A325N T5 120.00- Flange 1.0000 6 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 100.00 A325N A325N A325N A325N A325N A325N A325N T6 100.00- Flange 1.0000 6 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 80.00 A325N A325N A325N A325N A325N A325N A325N T7 80.00- Flange 1.0000 8 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 60.00 A325N A325N A325N A325N A325N A325N A325N T8 60.00- Flange 1.0000 8 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 ' 40.00 A325N A325N A325N A325N A325N A325N A325N T9 40.00- Flange 1.0000 8 0.6250 3 0.0000 0 0.0000 0 0.6250 0 0.6250 2 0.6250 0 20.00 A325N A325N A325N A325N A325N A325N A325N T10 20.00- Flange 1.0000 10 0.7500 3 0.0000 0 0.0000 0 0.6250 0 0.7500 2 0.6250 0 0.00 A354-BC A325N A325N A325N A325N A325N A325N Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Face Lateral # # Clear Width or Perimete Weight or Shield Type Offset Offset Per Spacing Diameter r Leg ft in (Frac FW) Row in in plf • in "Face C*" LDF4- C No Ar(CaAa) 178.00-0.00 0.0000 -0.47 3 2 0.5200 0.6300 0.15 50A(1/2") 0.5000 LDF4- C No Ar(CaAa) 178.00-0.00 0.0000 -0.47 3 3 0.5200 0.6300 0.15 50A(1/2") 0.5000 9207(5/16") C No Ar(CaAa) 178.00-0.00 0.0000 -0.45 3 3 0.3300 0.3300 0.06 2.5"Conduit C No Ar(CaAa) 178.00-0.00 0.0000 0.45 1 1 2.8730 2.8730 5.53 1.5"flat C No Af(CaAa) 178.00-0.00 0.0000 -0.45 2 2 12.0000 1.5000 1.80 Cable Ladder 1.5000 Rail **Face A** LDF7-50A(1- A No Ar(CaAa) 130.00-0.00 0.0000 0.4 10 7 0.5200 1.9800 0.82 5/8") 0.5000 ASU9325TY A No Ar(CaAa) 130.00-0.00 0.0000 0.4 3 3 1.5840 1.5840 1.61 P01(1-3/5") 1.5"flat A No Af(CaAa) 130.00-0.00 0.0000 0.4 2 2 12.0000 1.5000 1.80 • Cable Ladder 1.5000 Rail "Face B" HJ7-50A(1- B No Ar(CaAa) 187.00-0.00 0.0000 0.4 12 12 0.5200 1.9800 1.04 5/8") 0.5000 ATCB- B No Ar(CaAa) 187.00-0.00 0.0000 0.4 3 3 2.1900 0.3150 0.07 B01(5/16) 0.5000 WR- B No Ar(CaAa) 187.00-0.00 0.0000 0.4 5 5 0.7740 0.7740 0.59 VG86ST- BRD(3/4) LDF2-50 B No Ar(CaAa) 187.00-0.00 0.0000 0.4 3 3 0.4400 0.4400 0.08 (3/8"foam) 1.5"flat B No Af(CaAa) 187.00-0.00 0.0000 0.4 2 2 12.0000 1.5000 1.80 Cable Ladder 1.5000 Rail tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 15 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft Flash Beacon Lighting C None 0.0000 190.00 No Ice 2.70 2.70 0.05 (2)E15S09P78 A From Leg 4.00 0.0000 187.00 No Ice 0.75 0.34 0.02 0.00 0.00 DC6-48-60-18-8F A From Leg 4.00 0.0000 187.00 No Ice 0.92 0.92 0.02 0.00 0.00 DC6-48-60-18-8F C From Leg 4.00 0.0000 187.00 No Ice 0.92 0.92 0.02 • 0.00 0.00 DBXNH-6565B-R2M w/ A From Leg 4.00 0.0000 187.00 No Ice 8.51 7.16 0.08 Mount Pipe 0.00 0.00 (2)E15S09P78 B From Leg 4.00 0.0000 187.00 No Ice 0.75 0.34 0.02 0.00 0.00 DBXNH-6565B-R2M w/ B From Leg 4.00 0.0000 187.00 No Ice 8.51 7.16 0.08 Mount Pipe 0.00 0.00 (2)E15S09P78 C From Leg 4.00 0.0000 187.00 No Ice 0.75 0.34 0.02 0.00 0.00 DBXNH-6565B-R2M w/ C From Leg 4.00 0.0000 187.00 No Ice 8.51 7.16 0.08 Mount Pipe 0.00 0.00 (2)SBNHH-1D65B A From Leg 4.00 0.0000 187.00 No Ice 8.16 5.40 0.04 0.00 0.00 (2)SBNHH-1 D65B B From Leg 4.00 0.0000 187.00 No Ice 8.16 5.40 0.04 0.00 0.00 (2)SBNHH-1D65B C From Leg 4.00 0.0000 187.00 No Ice 8.16 5.40 0.04 0.00 0.00 RRUS 12 A From Leg 4.00 0.0000 187.00 No Ice 3.15 1.29 0.06 0.00 0.00 RRUS 12 B From Leg 4.00 0.0000 187.00 No Ice 3.15 1.29 0.06 0.00 0.00 RRUS 12 C From Leg 4.00 0.0000 187.00 No Ice 3.15 1.29 0.06 0.00 0.00 RRUS 32 B30 A From Leg 4.00 0.0000 187.00 No Ice 2.74 1.67 0.05 0.00 0.00 RRUS 32 B30 B From Leg 4.00 0.0000 187.00 No Ice 2.74 1.67 0.05 0.00 0.00 RRUS 32 B30 C From Leg 4.00 0.0000 187.00 No Ice 2.74 1.67 0.05 0.00 0.00 RRUS-11 A From Leg 4.00 0.0000 187.00 No Ice 2.79 1.19 0.05 0.00 0.00 RRUS-11 B From Leg 4.00 0.0000 187.00 No Ice 2.79 1.19 0.05 0.00 tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 16 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral Vert ft ft ft2 ft2 K ft " ft 0.00 RRUS-11 C From Leg 4.00 0.0000 187.00 No Ice 2.79 1.19 0.05 0.00 0.00 WCS-IMFQ-AMT-43 A From Leg 4.00 0.0000 187.00 No Ice 0.55 0.39 0.02 0.00 0.00 WCS-IMFQ-AMT-43 B From Leg 4.00 0.0000 187.00 No Ice 0.55 0.39 0.02 0.00 0.00 RRUS 32 B2 A From Leg 4.00 0.0000 187.00 No Ice 2.73 1.67 0.05 0.00 0.00 RRUS 32 B2 B From Leg 4.00 0.0000 187.00 No Ice 2.73 1.67 0.05 0.00 0.00 RRUS 32 B2 C From Leg 4.00 0.0000 187.00 No Ice 2.73 1.67 0.05 0.00 0.00 (2)DC2-48-60-0-9E A From Leg 4.00 0.0000 187.00 No Ice 0.93 0.56 0.02 0.00 0.00 (2)DC2-48-60-0-9E C From Leg 4.00 0.0000 187.00 No Ice 0.93 0.56 0.02 0.00 0.00 SBJAH4-1 D65B-DL w/ A From Leg 4.00 0.0000 187.00 No Ice 9.47 7.74 0.08 Mount Pipe 0.00 0.00 SBJAH4-1 D65B-DL w/ B From Leg 4.00 0.0000 187.00 No Ice 9.47 7.74 0.08 Mount Pipe 0.00 0.00 SBJAH4-1 D65B-DL w/ C From Leg 4.00 0.0000 187.00 No Ice 9.47 7.74 0.08 Mount Pipe 0.00 0.00 RRUS 32 B66 A From Leg 4.00 0.0000 187.00 No Ice 2.74 1.67 0.05 0.00 0.00 RRUS 32 B66 B From Leg 4.00 0.0000 187.00 No Ice 2.74 1.67 0.05 0.00 0.00 RRUS 32 B66 C From Leg 4.00 0.0000 187.00 No Ice 2.74 1.67 0.05 0.00 0.00 (2)DC2-48-60-0-9E B From Leg 4.00 0.0000 187.00 No Ice 0.93 0.56 0.02 0.00 0.00 DC6-48-60-18-8C B From Leg 4.00 0.0000 187.00 No Ice 2.74 2.74 0.03 0.00 0.00 . Sector Mount[SM 502-3] C None 0.0000 187.00 No Ice 33.02 33.02 1.67 LLPX310R-V4 w/Mount A From Leg 4.00 0.0000 178.00 No Ice 4.44 2.85 0.04 Pipe 0.00 0.00 Horizon DUO A From Leg 4.00 0.0000 178.00 No Ice 0.47 0.29 0.01 0.00 5.00 nRRHv2 A From Leg 4.00 0.0000 178.00 No Ice 2.49 1.48 0.06 0.00 0.00 JUNCTION BOX A From Leg 4.00 0.0000 178.00 No Ice 0.53 0.27 0.00 0.00 0.00 LLPX310R-V4 w/Mount B From Leg 4.00 0.0000 178.00 No Ice 4.44 2.85 0.04 Pipe 0.00 tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 17 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral Vert ft ft ft2 ft2 K ft • ft 0.00 Horizon DUO B From Leg 4.00 0.0000 178.00 No Ice 0.47 0.29 0.01 0.00 6.00 nRRHv2 B From Leg 4.00 0.0000 178.00 No Ice 2.49 1.48 0.06 0.00 0.00 LLPX310R-V4 w/Mount C From Leg 4.00 0.0000 178.00 No Ice 4.44 2.85 0.04 Pipe 0.00 0.00 Horizon DUO C From Leg 4.00 0.0000 178.00 No Ice 0.47 0.29 0.01 0.00 5.00 nRRHv2 C From Leg 4.00 0.0000 178.00 No Ice 2.49 1.48 0.06 0.00 0.00 Sector Mount[SM 401-3] C None 0.0000 178.00 No Ice 17.87 17.87 0.80 ETW200VS12UB A From Leg 4.00 0.0000 130.00 No Ice 0.40 0.16 0.01 0.00 0.00 (2)TMBXX-6517-R2M w/ A From Leg 4.00 0.0000 130.00 No Ice 8.77 6.96 0.07 Mount Pipe 0.00 0.00 FRIG A From Leg 4.00 0.0000 130.00 No Ice 2.39 0.97 0.06 0.00 0.00 FXFB A From Leg 4.00 0.0000 130.00 No Ice 3.54 1.02 0.06 0.00 0.00 RNSDC-7771-PF-48 A From Leg 4.00 0.0000 130.00 No Ice 3.18 1.20 0.02 0.00 0.00 ETW200VS12UB B From Leg 4.00 0.0000 130.00 No Ice 0.40 0.16 0.01 0.00 0.00 (2)TMBXX-6517-R2M w/ B From Leg 4.00 0.0000 130.00 No Ice 8.77 6.96 0.07 Mount Pipe 0.00 0.00 FRIG B From Leg 4.00 0.0000 130.00 No Ice 2.39 0.97 0.06 0.00 0.00 FXFB B From Leg 4.00 0.0000 130.00 No Ice 3.54 1.02 0.06 0.00 0.00 RNSDC-7771-PF-48 B From Leg 4.00 0.0000 130.00 No Ice 3.18 1.20 0.02 0.00 0.00 ETW200VS12UB C From Leg 4.00 0.0000 130.00 No Ice 0.40 0.16 0.01 0.00 0.00 (2)TMBXX-6517-R2M w/ C From Leg 4.00 0.0000 130.00 No Ice 8.77 6.96 0.07 Mount Pipe 0.00 0.00 FRIG C From Leg 4.00 0.0000 130.00 No Ice 2.39 0.97 0.06 0.00 0.00 FXFB C From Leg 4.00 0.0000 130.00 No Ice 3.54 1.02 0.06 0.00 0.00 RNSDC-7771-PF-48 C From Leg 4.00 0.0000 130.00 No Ice 3.18 1.20 0.02 0.00 0.00 6'x 2"Mount Pipe A From Leg 4.00 0.0000 130.00 No Ice 1.43 1.43 0.02 0.00 tnxTower Report-version 7.0.5.1 • August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 18 • Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ° ft 0.00 6'x 2"Mount Pipe B From Leg 4.00 0.0000 130.00 No Ice 1.43 1.43 0.02 0.00 0.00 6'x 2"Mount Pipe C From Leg 4.00 0.0000 130.00 No Ice 1.43 1.43 0.02 0.00 0.00 FASB w/Mount Pipe A From Leg 4.00 0.0000 130.00 No Ice 13.90 14.69 0.24 0.00 0.00 FASB w/Mount Pipe B From Leg 4.00 0.0000 130.00 No Ice 13.90 14.69 0.24 0.00 0.00 FASB w/Mount Pipe C From Leg 4.00 0.0000 130.00 No Ice 13.90 14.69 0.24 0.00 0.00 • Sector Mount[SM 104-3] C None 0.0000 130.00 No Ice 30.02 30.02 0.95 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft2 K VHLP2-18 A Paraboloid From 4.00 90.0000 178.00 2.17 No Ice 3.72 0.03 w/Shroud(HP) Leg 1.00 5.00 VHLP2-11 B Paraboloid From 4.00 90.0000 178.00 2.17 No Ice 3.72 0.03 w/Shroud(HP) Leg 1.00 6.00 VHLP2-18 C Paraboloid From 4.00 90.0000 178.00 2.17 No Ice 3.72 0.03 w/Shroud(HP) Leg 1.00 5.00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice tnxTower Report-version 7.0.5.1 F August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 19 Comb. Description No. 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 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 1 35 Dead+Wind 270 deg-Service 36 Dead+Wind 300 deg-Service 37 Dead+Wind 330 deg-Service Maximum Tower Deflections - Service Wind 11 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° T1 190-180 2.769 29 0.1279 0.0229 T2 180-160 2.495 29 0.1275 0.0223 T3 160-140 1.960 29 0.1172 0.0199 T4 140-120 1.484 29 0.1006 0.0149 T5 120-100 1.070 29 0.0855 0.0105 T6 100-80 0.731 29 0.0688 0.0076 T7 80-60 0.462 29 0.0540 0.0055 T8 60-40 0.261 29 0.0383 0.0040 T9 40-20 0.116 29 0.0246 0.0025 T10 20-0 0.026 35 0.0107 0.0011 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 190.00 Flash Beacon Lighting 29 2.769 0.1279 0.0229 Inf 187.00 (2)E15S09P78 29 2.687 0.1279 0.0227 Inf 184.00 VHLP2-11 29 2.605 0.1279 0.0226 Inf 183.00 VHLP2-18 29 2.577 0.1279 0.0225 Inf 178.00 LLPX310R-V4 w/Mount Pipe 29 2.440 0.1270 0.0222 559456 130.00 E11N200VS12UB 29 1.268 0.0931 0.0126 70568 • Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° • T1 190-180 12.127 8 0.5567 0.1019 T2 180-160 10.933 8 0.5554 0.0996 T3 160-140 8.598 8 0.5112 0.0888 T4 140-120 6.518 8 0.4395 0.0666 tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 20 • Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. • ° T5 120-100 4.702 8 0.3739 0.0470 T6 100-80 3.216 8 0.3012 0.0337 17 80-60 2.038 8 0.2362 0.0248 T8 60-40 1.154 8 0.1677 0.0177 T9 40-20 0.513 12 0.1079 0.0110 T10 20-0 0.114 20 0.0469 0.0048 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 190.00 Flash Beacon Lighting 8 12.127 0.5567 0.1019 974791 187.00 (2)E15S09P78 8 11.769 0.5572 0.1013 974791 184.00 VHLP2-11 8 11.410 0.5571 0.1006 828718 183.00 VHLP2-18 8 11.291 0.5569 0.1004 805454 ' 178.00 LLPX310R-V4 w/Mount Pipe 8 10.694 0.5535 0.0990 152700 130.00 ETW200VS12UB 8 5.573 0.4067 0.0560 16291 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K T1 190 Leg A325N 0.8750 4 0.27 40.59 0.007 ✓ 1 Bolt Tension Diagonal A325N 0.6250 3 1.55 12.43 0.125 ✓ 1 Bolt Shear Horizontal A325N 0.6250 2 1.62 12.43 0.130 ✓ 1 Bolt Shear T2 180 Leg A325N 0.8750 4 6.08 40.59 0.150 ✓ 1 Bolt Tension Diagonal A325N 0.6250 3 2.75 12.43 0.221 / 1 Bolt Shear Horizontal A325N 0.6250 2 2.23 12.43 0.179 ✓ 1 Bolt Shear T3 160 Leg A325N 1.0000 4 13.20 53.01 0.249 ✓ 1 Bolt Tension Diagonal A325N 0.6250 3 2.29 12.430.184 ✓ 1 Bolt Shear Horizontal A325N 0.6250 2 2.13 12.43 0.172 ✓ 1 Bolt Shear T4 140 Leg A325N 1.0000 6 13.02 53.01 0.246 ✓ 1 Bolt Tension Diagonal A325N 0.6250 3 3.24 12.43 0.261 ✓ 1 Bolt Shear Horizontal A325N 0.6250 2 3.34 12.43 0.269 ✓ 1 Bolt Shear T5 120 Leg A325N 1.0000 6 17.40 53.01 0.328 / 1 Bolt Tension Diagonal A325N 0.6250 3 3.93 12.43 0.316 ✓ 1 Bolt Shear Horizontal A325N 0.6250 2 3.52 12.43 0.283 / 1 Bolt Shear T6 100 Leg A325N 1.0000 6 22.08 53.01 0.417 ✓ 1 Bolt Tension Diagonal A325N 0.6250 3 3.78 12.43 0.304 ✓ 1 Bolt Shear Horizontal A325N 0.6250 2 3.68 12.43 0.296 / 1 Bolt Shear 17 80 Leg A325N 1.0000 8 19.68 53.01 0.371 ✓ 1 Bolt Tension Diagonal A325N 0.6250 3 3.78 12.43 0.304 ✓ 1 Bolt Shear Horizontal A325N 0.6250 2 3.94 12.43 0.317 ✓ 1 Bolt Shear T8 60 Leg A325N 1.0000 8 22.66 53.01 0.428 ✓ 1 Bolt Tension Diagonal A325N 0.6250 3 4.14 12.43 0.333 / 1 Bolt Shear Horizontal A325N 0.6250 2 4.57 12.43 0.368 V 1 Bolt Shear tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CC/BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 21 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K T9 40 Leg A325N 1.0000 8 25.65 53.01 0.484 V 1 Bolt Tension Diagonal A325N 0.6250 3 4.30 12.430.346 ✓ 1 Bolt Shear Horizontal A325N 0.6250 2 4.96 12.43 0.399 ✓ 1 Bolt Shear T10 20 Leg A354-BC 1.0000 10 21.44 55.22 0.388 ✓ 1 Bolt Tension Diagonal A325N 0.7500 3 6.35 17.89 0.355 ✓ 1 Bolt Shear Horizontal A325N 0.7500 2 5.25 17.89 0.293 I/ 1 Bolt Shear Compression Checks Leg Design Data (Compression) Section Elevation Size L L„ KUr A P. •P0 Ratio No. Pu ft ft ft int K K Opn T1 190-180 Pipe 2.875"x 0.276"(2.5 10.00 5.00 64.9 2.2535 -3.28 74.51 0.044' XS) K=1.00 I/ T2 180-160 Pipe 3.5"x 0.300"(3 XS) 20.00 6.67 70.4 3.0159 -29.76 94.46 0.315' K=1.00 I/ T3 160-140 Pipe 4.5"x 0.337"(4 XS) 20.04 6.68 54.3 4.4074 -60.15 159.90 0.376' K=1.00 V T4 140-120 Pipe 5.563"x 0.375"(5 20.04 6.68 43.6 6.1120 -89.55 239.38 0.374' XS) K=1.00 I/ T5 120-100 Pipe 6.625"x 0.340"(6 20.04 10.02 54.0 6.7133 -118.19 244.02 0.484' EHS) K=1.00 i/ T6 100-80 Pipe 6.625"x 0.432"(6 20.05 10.03 54.8 8.4049 -149.29 303.62 0.492' XS) K=1.00 I/ T7 80-60 Pipe 6.625"x 0.432"(6 20.06 10.03 54.8 8.4049 -177.75 303.58 0.585' XS) K=1.00 `/ T8 60-40 Pipe 8.625"x 0.375"(8 20.05 10.03 41.2 9.7193 -205.50 386.31 0.532' EHS) K=1.00 y/ T9 40-20 Pipe 8.625"x 0.375"(8 20.05 10.03 41.2 9.7193 -233.52 386.31 0.604' EHS) K=1.00 I/ T10 20-0 Pipe 8.625"x 0.500"(8 20.05 10.03 41.8 12.762 -247.49 505.43 0.490 1 XS) K=1.00 7 `/ 1 P„ /4Pn controls . Diagonal Design Data (Compression) Section Elevation Size L L. Kik A P,, OPn Ratio No. Pu ft ft ft in2 K K OPn T1 190-180 Pipe 2.375"x 0.154"(2 6.58 6.39 97.4 1.0745 -4.65 24.15 0.193' STD) K=1.00 1/ T2 180-160 Pipe 2.375"x 0.218"(2 7.94 7.67 120.1 1.4773 -8.25 23.14 0.357' XS) K=1.00 / T3 160-140 Pipe 2.375"x 0.154"(2 8.55 8.25 125.8 1.0745 -6.88 15.33 0.448' STD) K=1.00 (/ T4 140-120 Pipe 2.375"x 0.154"(2 9.24 8.91 135.8 1.0745 -9.72 13.17 0.738' tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CC/BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 22 Section Elevation Size L L„ KI/r A P„ •P„ Ratio No. Pu ft ft ft in2 K• K (1)P" STD) K=1.00 ti/ T5 120-100 Pipe 2.875"x 0.203"(2.5 12.52 12.06 152.7 1.7040 -11.79 16.50 0.714' STD) K=1.00 ‘/ T6 100-80 Pipe 3.5"x 0.216"(3 13.31 12.89 132.9 2.2285 -11.34 28.50 0.398' STD) K=1.00 `/ T7 80-60 Pipe 3.5"x 0.216"(3 14.21 13.82 142.5 2.2285 -11.34 24.78 0.458' STD) K=1.00 1/ T8 60-40 Pipe 3.5"x 0.216"(3 15.12 14.64 151.0 2.2285 -12.42 22.07 0.563 1 STD) K=1.00 V T9 40-20 Pipe 3.5"x 0.216"(3 16.08 15.62 161.1 2.2285 -12.90 19.40 0.665 1 STD) K=1.00 (/ T10 20-0 (37515-2715)2.875"x 24.33 12.17 158.8 3.7615 -19.05 33.70 0.565' .276"Pipe w/3.5"x.300" K=1.00 V Half Sleeve 1 P„ /4,P0 controls Horizontal Design Data (Compression) Section Elevation Size L L„ KW A P„ 4P„ Ratio No. Pu ft ft ft in2 K K OP" T1 190-180 Pipe 1.9"x 0.145"(1.5 8.52 4.14 79.8 0.7995 -3.20 22.58 0.142' STD) K=1.00 V T2 180-160 Pipe 1.9"x 0.145"(1.5 8.60 4.15 80.0 0.7995 -4.42 22.52 0.196 1 STD) K=1.00 V T3 160-140 Pipe 1.9"x 0.145"(1.5 10.01 4.82 92.9 0.7995 -4.27 19.14 0.223' STD) K=1.00 `/ T4 140-120 Pipe 2.375"x 0.154"(2 12.10 5.82 88.7 1.0745 -6.68 27.21 0.245' STD) K=1.00 I/ T5 120-100 Pipe 2.375"x 0.154"(2 13.92 6.68 101.9 1.0745 -7.04 22.64 0.311 ' STD) K=1.00 {/ T6 100-80 Pipe 2.375"x 0.154"(2 16.29 7.87 120.0 1.0745 -7.36 16.86 0.436' STD) K=1.00 V 17 80-60 Pipe 2.875"x 0.203"(2.5 18.86 9.15 115.9 1.7040 -7.88 28.64 0.275' STD) K=1.00 ✓ T8 60-40 Pipe 2.875"x 0.203"(2.5 21.43 10.35 131.1 1.7040 -9.05 22.38 0.404 1 STD) K=1.00 `/ T9 40-20 Pipe 2.875"x 0.203"(2.5 23.93 11.60 147.0 1.7040 -9.76 17.82 0.548' STD) K=1.00 I T10 20-0 Pipe 2.875"x 0.203"(2.5 25.18 12.23 154.9 1.7040 -10.50 16.05 0.654' STD) K=1.00 V 1 P u /OP„controls Top Girt Design Data (Compression) Section Elevation Size L L" Kl/r A Pu W„ Ratio No. Pu ft ft ft in2 K K 4P„ T1 190-180 Pipe 1.9"x 0.145"(1.5 8.50 4.13 79.6 0.7995 -0.87 22.63 0.038' STD) K=1.00 V tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 23 1 P„ /OP.controls Redundant Horizontal (1) Design Data (Compression) Section Elevation Size L L„ Kir A P. (i)P. Ratio No. P„ ft ft ft in2 K K OPn T10 20-0 Pipe 1.9"x 0.145"(1.5 6.29 5.93 114.4 0.7995 -4.29 12.89 0.333' STD) K=1.00 `/ 1 P„ I(f)P„controls Redundant Diagonal (1) Design Data (Compression) Section Elevation Size L L„ Kir A P„ OPn Ratio No. P„ ft ft ft in2 K K OP. T10 20-0 Pipe 2.375"x 0.154"(2 11.50 10.77 164.2 1.0745 -3.92 9.00 0.436' STD) K=1.00 / 1 P„ /0Pn controls Redundant Hip (1) Design Data (Compression) Section Elevation Size L L. Kir A P„ 41Pn Ratio No. Pu ft ft ft in2 K K Oa T10 20-0 Pipe 1.9"x 0.145"(1.5 6.29 6.29 121.3 0.7995 -0.05 11.86 0.004' STD) K=1.00 I/ P„ /oPn controls Redundant Hip Diagonal (1) Design Data (Compression) Section Elevation Size L L„ Kir A P„ OP. Ratio No. P„ ft ft ft in2 K K 4)pn T10 20-0 Pipe 2.875"x 0.203"(2.5 15.07 15.07 190.9 1.7040 -0.06 10.56 0.005' STD) K=1.00 `/ 1 P„ /0R,controls Inner Bracing Design Data (Compression) Section Elevation Size L L„ Kir A P. OP. Ratio No. Pu ft ft ft in2 K K 4)pn T1 190-180 L2x2x1/8 4.25 4.25 128.3 0.4844 -0.02 6.56 0.002' K=1.00 I/ tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 24 • Section Elevation Size L L„ KUr A P. .P„ Ratio No. P„ ft ft ft in2 K• K OP. T2 180-160 L2x2x1/8 4.28 4.28 129.3 0.4844 -0.01 6.48 0.001 ' K=1.00 T3 160-140 L2x2x1/8 5.01 5.01 151.1 0.4844 -0.01 4.79 0.001 1 K=1.00 T4 140-120 L2x2x1/8 6.05 6.05 182.6 0.4844 -0.01 3.28 0.003 1 K=1.00 T5 120-100 L2x2x1/8 6.96 6.96 210.0 0.4844 -0.01 2.48 0.003 1 K=1.00 V T6 100-80 L2 1/2x2 1/2x3/16 8.15 8.15 197.5 0.9020 -0.01 5.23 0.002' K=1.00 V 17 80-60 L3x3x3/16 9.43 9.43 189.9 1.0900 -0.01 6.83 0.002 1 K=1.00 V T8 60-40 L3 1/2x3 1/2x1/4 10.71 10.71 185.2 1.6900 -0.01 11.13 0.001 1 K=1.00 V T9 40-20 L3 1/2x3 1/2x1/4 11.96 11.96 206.9 1.6900 -0.01 8.92 0.001 1 K=1.00 VI T10 20-0 Pipe 2.375"x 0.154"(2 12.59 12.59 191.9 1.0745 -0.01 6.59 0.002' • STD) K=1.00 I P„ /¢P„controls Tension Checks Leg Design Data (Tension) Section Elevation Size L L„ KUr A P„ 4)P. Ratio No. Pu ft ft ft int K K 4)P. T1 190-180 Pipe 2.875"x 0.276"(2.5 10.00 5.00 64.9 2.2535 0.33 101.41 0.003' XS) V T2 180-160 Pipe 3.5"x 0.300"(3 XS) 20.00 6.67 70.4 3.0159 24.31 135.72 0.179' V T3 160-140 Pipe 4.5"x 0.337"(4 XS) 20.04 6.68 54.3 4.4074 52.79 198.34 0.266 1 T4 140-120 Pipe 5.563"x 0.375"(5 20.04 6.68 43.6 6.1120 78.11 275.04 0.284' XS) T5 120-100 Pipe 6.625"x 0.340"(6 20.04 10.02 54.0 6.7133 104.43 302.10 0.346' EHS) ✓ T6 100-80 Pipe 6.625"x 0.432"(6 20.05 10.03 54.8 8.4049 132.48 378.22 0.350 1 XS) f, 17 80-60 Pipe 6.625"x 0.432"(6 20.06 10.03 54.8 8.4049 157.46 378.22 0.416 1 XS) T8 60-40 Pipe 8.625"x 0.375"(8 20.05 10.03 41.2 9.7193 181.31 437.37 0.415 1 EHS) V T9 40-20 Pipe 8.625"x 0.375"(8 20.05 10.03 41.2 9.7193 205.17 437.37 0.469' EHS) v T10 20-0 Pipe 8.625"x 0.500"(8 20.05 10.03 41.8 12.762 214.87 574.32 0.374' XS) 7 V 1 P„ /0P"controls Diagonal Design Data (Tension) tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 • Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 25 Section Elevation Size L Lu KW A Pu OP„ Ratio No. Pu ft ft ft int K K 4)Po T1 190-180 Pipe 2.375"x 0.154"(2 6.58 6.39 97.4 1.0745 4.57 48.35 0.095' STD) ✓ T2 180-160 Pipe 2.375"x 0.218"(2 7.94 7.67 120.1 1.4773 8.15 66.48 0.123' XS) T3 160-140 Pipe 2.375"x 0.154"(2 8.55 8.25 125.8 1.0745 6.78 48.35 0.140' STD) V T4 140-120 Pipe 2.375"x 0.154"(2 9.24 8.91 135.8 1.0745 9.58 48.35 0.198' STD) rI T5 120-100 Pipe 2.875"x 0.203"(2.5 12.52 12.06 152.7 1.7040 11.59 76.68 0.151 ' STD) V T6 100-80 Pipe 3.5"x 0.216"(3 13.31 12.89 132.9 2.2285 11.05 100.28 0.110' STD) V 17 80-60 Pipe 3.5"x 0.216"(3 14.21 13.82 142.5 2.2285 10.96 100.28 0.109' STD) V T8 60-40 Pipe 3.5"x 0.216"(3 15.12 14.64 151.0 2.2285 11.95 100.28 0.119' STD) V • T9 40-20 Pipe 3.5"x 0.216"(3 16.08 15.62 161.1 2.2285 12.35 100.28 0.123' STD) (/ T10 20-0 (37515-2715)2.875"x 24.33 12.17 158.8 3.7615 18.48 155.73 0.119 1 .276"Pipe w/3.5"x.300" V 0 Half Sleeve 1 P u I QP„controls Horizontal Design Data (Tension) Section Elevation , Size L Lu KUr A Pu �P„ Ratio No. Pu ft ft ft in2 K K gyp„ T1 190-180 Pipe 1.9"x 0.145"(1.5 8.52 4.14 79.8 0.7995 3.24 35.98 0.090' STD) {V T2 180-160 Pipe 1.9"x 0.145"(1.5 8.60 4.15 80.0 0.7995 4.46 35.98 0.124' STD) V/ T3 160-140 Pipe 1.9"x 0.145"(1.5 10.01 4.82 92.9 0.7995 4.26 35.98 0.118' STD) V T4 140-120 Pipe 2.375"x 0.154"(2 12.10 5.82 88.7 1.0745 6.65 48.35 0.138' STD) V T5 120-100 Pipe 2.375"x 0.154"(2 13.92 6.68 101.9 1.0745 6.96 48.35 0.144' STD) II T6 100-80 Pipe 2.375"x 0.154"(2 16.29 7.87 120.0 1.0745 7.32 48.35 0.151 ' STD) V 17 80-60 Pipe 2.875"x 0.203"(2.5 18.86 9.15 115.9 1.7040 7.88 76.68 0.103 1 STD) ✓ T8 60-40 Pipe 2.875"x 0.203"(2.5 21.43 10.35 131.1 1.7040 9.13 76.68 0.119' STD) T9 40-20 Pipe 2.875"x 0.203"(2.5 23.93 11.60 147.0 1.7040 9.93 76.68 0.129' STD) T10 20-0 Pipe 2.875"x 0.203"(2.5 25.18 12.23 154.9 1.7040 10.11 76.68 0.132 1 STD) V 111 1 P u /4)P„controls Top Girt Design Data (Tension) tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 26 Section Elevation Size L L. Kl/r A P. OP„ Ratio No. P. ft ft ft in2 K K 'P„ T1 190-180 Pipe 1.9"x 0.145"(1.5 8.50 4.13 79.6 0.7995 0.87 35.98 0.024' STD) 1 1 P. /OP„controls Redundant Horizontal (1) Design Data (Tension) Section Elevation Size L L. KUr A P. 4P„ Ratio No. P ft ft ft in2 K K it)P„ T10 20-0 Pipe 1.9"x 0.145"(1.5 6.29 5.93 114.4 0.7995 4.29 25.18 0.171 ' STD) ✓ 1 P„ /Oa controls Redundant Diagonal (1) Design Data (Tension) Section Elevation Size L L. KUr A P. OP„ Ratio No. P. ft ft ft int K K 4)P„ T10 20-0 Pipe 2.375"x 0.154"(2 11.50 10.77 164.2 1.0745 3.92 33.85 0.116' STD) 1 P. /+P„controls Redundant Hip Diagonal (1) Design Data (Tension) Section Elevation Size L L. KUr A P. 4P" Ratio No. P. ft ft ft in2 K K 4)pn T10 20-0 Pipe 2.875"x 0.203"(2.5 15.07 15.07 190.9 1.7040 0.08 53.68 0.001 ' STD) 1 P. /4P0 controls Inner Bracing Design Data (Tension) Section Elevation Size L L. Kik A • P No. OP„ Ratio P. ft ft ft in2 K K 4)P„ T1 190-180 L2x2x1/8 4.25 4.25 81.4 0.4844 0.02 15.69 0.001 1 T2 180-160 L2x2x1/8 4.30 4.30 82.4 0.4844 0.01 15.69 0.000 1 T3 160-140 L2x2x1/8 4.31 4.31 82.6 0.4844 0.00 15.69 0.000' V. T4 140-120 L2x2x1/8 6.05 6.05 115.9 0.4844 0.00 15.69 0.0001 tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 • Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 27 Section Elevation Size L L„ KI/r A P„ (PP„ Ratio No. p„ ft ft ft in2 K. K +Po VI T5 120-100 L2x2x1/8 6.40 6.40 122.6 0.4844 0.00 15.69 0.000 1 I/ T6 100-80 L2 1/2x2 1/2x3/16 7.52 7.52 116.0 0.9020 0.00 29.22 0.000 1 1✓ T7 80-60 L3x3x3/16 8.77 8.77 112.1 1.0900 0.00 49.05 0.000 1 V T10 20-0 Pipe 2.375"x 0.154"(2 12.59 12.59 191.9 1.0745 0.00 48.35 0.000 1 STD) I✓ 1 P„ I(I)P„controls Section Capacity Table Section Elevation Component Size Critical P oP80,,w % Pass No. ft Type Element K K Capacity Fail T1 190-180 Leg Pipe 2.875"x 0.276"(2.5 XS) 2 -3.28 74.51 4.4 Pass T2 180-160 Leg Pipe 3.5"x 0.300"(3 XS) 29 -29.76 94.46 31.5 Pass T3 160-140 Leg Pipe 4.5"x 0.337"(4 XS) 68 -60.15 159.90 37.6 Pass T4 140-120 Leg Pipe 5.563"x 0.375"(5 XS) 107 -89.55 239.38 37.4 Pass T5 120-100 Leg Pipe 6.625"x 0.340"(6 EHS) 146 -118.19 244.02 48.4 Pass T6 100-80 Leg Pipe 6.625"x 0.432"(6 XS) 173 -149.29 303.62 49.2 Pass 17 80-60 Leg Pipe 6.625"x 0.432"(6 XS) 200 -177.75 303.58 58.5 Pass T8 60-40 Leg Pipe 8.625"x 0.375"(8 EHS) 227 -205.50 386.31 53.2 Pass T9 40-20 Leg Pipe 8.625"x 0.375"(8 EHS) 254 -233.52 386.31 60.4 Pass T10 20-0 Leg Pipe 8.625"x 0.500"(8 XS) 281 -247.49 505.43 49.0 Pass T1 190-180 Diagonal Pipe 2.375"x 0.154"(2 STD) 12 -4.65 24.15 19.3 Pass T2 180-160 Diagonal Pipe 2.375"x 0.218"(2 XS) 36 -8.25 23.14 35.7 Pass T3 160-140 Diagonal Pipe 2.375"x 0.154"(2 STD) 75 -6.88 15.33 44.8 Pass T4 140-120 'Diagonal Pipe 2.375"x 0.154"(2 STD) 114 -9.72 13.17 73.8 Pass T5 120-100 Diagonal Pipe 2.875"x 0.203"(2.5 153 -11.79 16.50 71.4 Pass STD) T6 100-80 Diagonal Pipe 3.5"x 0.216"(3 STD) 180 -11.34 28.50 39.8 Pass 17 80-60 Diagonal Pipe 3.5"x 0.216"(3 STD) 207 -11.34 24.78 45.8 Pass T8 60-40 Diagonal Pipe 3.5"x 0.216"(3 STD) 234 -12.42 22.07 56.3 Pass T9 40-20 Diagonal Pipe 3.5"x 0.216"(3 STD) 261 -12.90 19.40 66.5 Pass T10 20-0 Diagonal (37515-2715)2.875"x.276" 294 -19.05 33.70 56.5 Pass Pipe w/3.5"x.300"Half Sleeve T1 190-180 Horizontal Pipe 1.9"x 0.145"(1.5 STD) 10 -3.20 22.58 14.2 Pass T2 180-160 Horizontal Pipe 1.9"x 0.145"(1.5 STD) 34 -4.42 22.52 19.6 Pass T3 160-140 Horizontal Pipe 1.9"x 0.145"(1.5 STD) 73 -4.27 19.14 22.3 Pass T4 140-120 Horizontal Pipe 2.375"x 0.154"(2 STD) 112 -6.68 27.21 24.5 Pass T5 120-100 Horizontal Pipe 2.375"x 0.154"(2 STD) 151 -7.04 22.64 31.1 Pass T6 100-80 Horizontal Pipe 2.375"x 0.154"(2 STD) 178 -7.36 16.86 43.6 Pass 17 80-60 Horizontal Pipe 2.875"x 0.203"(2.5 205 -7.88 28.64 27.5 Pass STD) T8 60-40 Horizontal Pipe 2.875"x 0.203"(2.5 232 -9.05 22.38 40.4 Pass STD) T9 40-20 Horizontal Pipe 2.875"x 0.203"(2.5 259 . -9.76 17.82 54.8 Pass STD) T10 20-0 Horizontal Pipe 2.875"x 0.203"(2.5 290 -10.50 16.05 65.4 Pass STD) T1 190-180 Top Girt Pipe 1.9"x 0.145"(1.5 STD) 5 -0.87 22.63 3.8 Pass T10 20-0 Redund Horz 1 Pipe 1.9"x 0.145"(1.5 STD) 288 -4.29 12.89 33.3 Pass Bracing T10 20-0 Redund Diag 1 Pipe 2.375"x 0.154"(2 STD) 293 -3.92 9.00 43.6 Pass Bracing T10 20-0 Redund Hip 1 Pipe 1.9"x 0.145"(1.5 STD) 297 -0.05 11.86 0.4 Pass Bracing T10 20-0 Redund Hip Pipe 2.875"x 0.203"(2.5 307 -0.06 10.56 0.5 Pass Diagonal 1 Bracing STD) T1 190-180 Inner Bracing L2x2x1/8 25 -0.02 6.56 0.2 Pass tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 . Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 28 Section Elevation Component Size Critical P oP,mow % Pass No. ft Type Element K K Capacity Fail T2 180-160 Inner Bracing L2x2x1/8 40 -0.01 '6.44 0.1 Pass T3 160-140 Inner Bracing L2x2x1/8 81 -0.01 4.79 0.1 Pass T4 140-120 Inner Bracing L2x2x1/8 119 -0.01 3.28 0.3 Pass T5 120-100 Inner Bracing L2x2x1/8 158 -0.01 2.48 0.3 Pass T6 100-80 Inner Bracing L2 1/2x2 1/2x3/16 186 -0.01 5.23 0.2 Pass T7 80-60 Inner Bracing L3x3x3/16 212 -0.01 6.83 0.2 Pass T8 60-40 Inner Bracing L3 1/2x3 1/2x1/4 240 -0.01 11.13 0.2 Pass T9 40-20 Inner Bracing L3 1/2x3 1/2x1/4 267 -0.01 8.92 0.2 Pass T10 20-0 Inner Bracing Pipe 2.375"x 0.154"(2 STD) 310 -0.01 6.59 0.2 Pass Summary Leg(T9) 60.4 Pass Diagonal 73.8 Pass (T4) Horizontal 65.4 Pass (T10) Top Girt 3.8 Pass (T1) Redund 33.3 Pass Horz 1 Bracing (T10) Redund 43.6 Pass Diag 1 Bracing (T10) Redund 0.4 Pass Hip 1 Bracing (T10) Redund 0.5 Pass Hip Diagonal 1 Bracing (T10) Inner 0.3 Pass Bracing (T5) Bolt 48.4 Pass Checks RATING= 73.8 Pass • • tnxTower Report-version 7.0.5.1 August 15, 2016 • 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700, Application 352922, Revision 0 Page 29 APPENDIX B BASE LEVEL DRAWING LEG A • (5)S 11-1/eTOISO FT LEVEL •• (3) 1-3/5'TO ISO FT LEVEL (7) I-5/8"TO 130 FT LEVEL •• 00 00 (PROPOSED) (I)3/8"TO 167 FT LEVEL (I)3/t"TO 187 R LEVEL ' (INSTALLED) (3)5/16"TO 167 FT LEVEL (2)5/5"TO 187 FT LEVEL • • (4) 318187 1FT LEVEL ) -5/ TO7 Fr LEVEL • •0. CLIMBING LEGS W/SAFETY CLIMB LEG 8 • (INSTALLED-IN CONDUIT) Fr LEVEL (3) I/26• 178 TO 178FT LEVEL (INSTALLED) (3) 7/2'TO 178 FT LEVEL LEG C tnxTower Report-version 7.0.5.1 August 15, 2016 190 Ft Self Support Tower Structural Analysis CCI BU No 812565 Project Number 37516-1744.003.8700,Application 352922, Revision 0 Page 30 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 7.0.5.1 190.0 ft __ • ,�< w _ co co o :11,11' ®111111 1111' DI DESIGNED APPURTENANCE LOADING - - 180.0 ft 11111 1I1/1II11111 I TYPE ELEVATION TYPE ELEVATION n • n Flash Beacon Lighting 190 LLPX310R-V4 col Mount Pipe 178 O fO (2)E15S09P78 187 Horizon DUO 178 o co co t DC6.48.60.18-8F 187 nRRHv2 178 - u0C6-48.60.18-8F 187 JUNCTION BOX 178 . DBXNH-6565B-R2M wi Mount Pipe 187 LLPX310R-V4 wl Mount Pipe 178 o .7.: a c (2)Et 5S09P78 187 Horizon DUO 178 a. x _ 160.0 ft __ DBXNH-65658-R2M wl Mount Pipe 187 nRRHv2 178 T • in - r (2)E15S09P78 187 LLPX310R-V4 w/Mount Pipe 178 X en DBXNH-65658-R2M wl Mount Pipe 187 _Horizon DUO _178 a co -- (2)SBNHH-1D65B 187 ORRHv2 178 C o § - •� (2)SBNHH-1 D65B 187 Sector Mount ISM 401-3] 178 x y m - _/ (2)SBNHH-1D6SB 187 VHLP2.18 178 v. a RRUS 12 187 VHLP2.11 178 g N RRUS 12 187 _VHLP2-18 178 a J 140.0 ft RRUS 12 187 FXFB 130 I x - m - - RRUS 32 B30 187 RNSDC-7771.PF-48 130 I.- ^ RRUS 32 830 167 ETW200VS12U8 130 oll o ! - RRUS 32 830 187 (2)TMBXX•6517-R2M wl Mount Pipe 130 m a h®IYI® .11111 RRUS-11 187 1187 FFXFB 130 130 • e c RRUS-11 187 RNSDC-7771-PF-48 130 WCS-IMFQ-AMT-43 187 ETVV200VS12UB 130 120.0 n WCS-IMFQ-AMT-43 187 (2)TMBXX-6517-R2M col Mount Pipe 130 �- - N - - _ RRUS 3282 187 FRIG 130 `. ••••� RRUS 32 B2 187 FXFB 130 • •'•� RRUS 32 B2 187 RNSDC-7771-PF-48 130 N ! ,. R O O c (2)DC2-48-60.0-9E 187 6'x 2"Mount Pipe 130 • x --- (2)DC2.48.80.0.9E 187 6'x 2"Mount Pipe 130 4 < < SBJAH4-1D658-DLw/Mount Pipe 187 6'x 2"Mount Pipe 130 on Z Z z SBJAH4.1 D65B-DL w/Mount Pipe 187 FASB w/Mount Pipe 130 ^, - • _� ,� 100.0 n SBJAH4-1065B-DL w/Mount Pipe 187 FASB w/Mount Pipe 130 a.cRRUS 32 866 187 FASB col Mount Pipe 130 m •ro a RRUS 32 666 187 Sector Mount ISM 104-3] 130 xRRUS 32 B66 187 ETW200VS12UB 130 q (2)DC2-48-60-0-9E 187 (2)TMBXX-6517-R2M w/Mount Pipe 130 X Z 006-48-60-18-80 187 FRIG 130 CD Sector Mount ISM 502.31 187 J M --.x- -o - 80.0 ft SYMBOL LIST N MARK SIZE MARK SIZE m A Pipe 2.875"x 0.276'(2.5 XS) F Pipe 2.375"x 0.218"(2 XS) m & .- B Pipe 5.563"x 0.375'(5 XS) G Pipe 2.875'x 0.203"(2.5 STD) 1 a ,. n fg I -:"_ - C Pipe 6.625"x 0.340'6 EHS H 1- c p { ) (37515-2715)2.875-x.276"Pipe w/3.5"x.300" • u, D Pipe 8.625"x 0.500"(8 XS) Half Sleeve C E Pipe 2.375"x 0.154"(2 STD) I Pipe 1.9"x 0.145"(1.5 STD) m - 60.0 ft MATERIAL STRENGTH n , GRADE Fy Fu GRADE Fy Fu " "' `` A618-50 50 Icsi 70 ksi A500-46 46 lui 62 Lei S. F in E. o --- i�------.-�. �' TOWER DESIGN NOTES 1 Tower is located in Duval County,Florida. H e 40.0 ft .' N. •1. 2. Tower designed for Exposure C to the TIA-222-G Standard. -x x n - 3. Tower designed for a 100 mph basic wind in accordance with the TIA-222-G Standard. o n •- ti / N 4. Deflections are based upon a 60 mph wind. H tis. Tower Structure Class II.'A/css4,t. 8 g / \N 6. Topographic Category 1 with Crest Height of 0.00 ft E 5 C 7. TOWER RATING:73.8% \ UPLIFT: -238 K 20.0 ft Ns. SHEAR: 31 K AXIAL co o 59K 77 Ro = S - w _ w 0 : •.j.. ... SHEA, MOMENT 58 K 6139 kip-ft • 0.0 8 TORQUE 29 kip-ft REACTIONS-100 mph WIND N 1:1 C e O iC. 'on m7 = . w m 3 (8 vi Oi mO Og e 31 a H3ooxcTc ax3 Paul J Ford and Company 'ob:190-ft Self Support Tower Atlantic Beach,FL 250 E. Broad Street Suite 600 PfOJeCt PJF#37516-1744 BU#812565) Columbus, OH Client Crown Castle `Drawn by:Matthew R Busks Apd: Phone:43215 Code: TIA-222-G Date:08/15/16 ale' NTS FAX:614.448.4105 Path: DveaNe.E_1 tgo,o n m lily`.t ..Jryl1 [lilt a w - N Y. 160.0 rt SYMBOL LIST H 1 (11 .FIJI 11[11 MARK SIE MARK SIZE x 0 A Pipe 2.875'x 0.276'(2.5 X5) F Pipe 2.375"x 0118-(2 XS) g co B Pipe 5.563-x 0.375'(5 XS) G Pipe 2.875"x 0.203"(2.5 STD) o u. "' C Pipe 6.625-x 0.340"(6 EHS) H (37515-2715)2.875'x.276"Pipe w/3.5"x.300" . '•:' I \ • Half Sleeve 6. . ._ _._ D Pipe 8.625 x 0.500"(8 XS) ^ -- __ E Pipe 2.375"x 0.154'(2 STD) I Pipe 1.9"x 0.145'(1.5 STD) a x - " 7600° MATERIAL STRENGTH N x 8 m GRADE Fy Fu GRADE Fy Fu a • A618-50 50 ksi 70 ksi A500-46 46 ksi 62 ksi N R .. _ TOWER DESIGN NOTES a 1. Tower is located in Duval County,Florida. E J 140.0 ft 2. Tower designed for Exposure C to the TIA-222-G Standard. - o - - 3. Tower designed for a 100 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class II. a . Topographic Category 1 with Crest Height of 0.00 ft co a 'I I' i/I I t-•`! Ill 7. TOWER RATING:73.8% I - 120.0 ft o w- N r N N 0 0 O2 �......_._......,:.................... • h q :; a a a 7, , , Z Z Z 6 - i _� 100.0 n . m a elm Qr a Q C X Z m -N� N J N 080.0 ft i o co b co J v m N - 60.0 n .._._.. ......,_. X Is o l7 N 8 „NaH / S.Ns � m -,- / ,' \ ALL REACTIONS x ,1 x' - 40.00 ��__.._ .._ •, <1 ARE FACTORED m J N / MAX CORNER REACTIONS AT BASE: 4,4 / N a 8 N DOWN: 273 K a 0. - ;; _. .. `......_...... . SHEAR: 34 K \ UPLIFT: -238 K 20.0 n N SHEAR: 31 K • • AXIAL 1. 0 • 59 K O x O - w - W 0 n .. ............. a ' SHEA MOMENT 58 K f 6139 kip-ft 0.0 ft TORQUE 29 kip-ft REACTIONS-100 mph WIND N O A 9 O e.v 9 A 0 EA p S i] 2 m * , _ a aio +-L.z -6 d 0 i, 8a` a J J b b 142 x (2 K K = a w Paul J Ford and Company Job'190-ft Self Support Tower Atlantic Beach,FL 250 E. Broad Street Suite 600 Pa ea:PJF#37516-1744(Bu#812565) Columbus, OH client:Crown Castle Drawn bY:Matthew R Buske App'd: Phone:43215 Code: TIA-222-G Dale:08/15/16 Sea1e: NTS FAX:614.448.4105 Path:o„ nun o..c«..,,rcnw,...,.,en v...71.1,44 VII PO,S.,..pr,..WM V.0,4,..WO i.e.Dwg No.E-1 Anchor Rod Check for Self Supporting Towers C-R� N TIA-222-G, Section 4.9.9 Rev. 6.1 C e S tE Site Data Reactions/ , BU#: 812565 Eta Factor, ri 0.55 Detail Type Site Name: Uplift, Pu: 238 kips App#: Shear,Vu: 31 kips Anchor Rod Data lar: in Qty: 10 Mu = 0.65*lar*Vu ft-kips Diam: 1 in Rod Material: A354 Gr. BC (1/4 to 2-1/2 incl.) Strength (Fu): 125 ksi Anchor Rod Results: Yield (Fy): 109 ksi Max Rod (Cu+Vu/t1): 29.4 Kips Design Axial, *Fu*Anet: 60.6 Kips *Rod Circle: in Anchor Rod Stress Ratio: 48.6% *e: in • *#of Rods 1 or 2 If Applicable; Mu= Pu x e: ft-kips Anchor Rod Results with Bending Considered: *Only enter rod circle, offset(e)and number When the clear distance from the top of concrete to the bottom of anchor rods at the extreme fiber to of level nut excceeds 1.0 times the diameter of the anchor rod, consider if eccentric load due to leg the following interaction equation shall also be satisfied(see reinforcement exist. Figure 4-4 of Rev. G): (VuhkRnv)2+I(Pu/t1Rnt)+(MARnm))2<= 1 oho �Rnv=4*0.45*Fub*Ab= kips AgrA A B - B diRnt=4*Fu*Anel= kips 4 Rnm=4*Fy*Z= ft-kips cit, SECTION A-A SECTION B-B Detail Type (a) Detail Type(b) re=0•90 Yj°0-7o cc D � D on Shark CROWCalm' r' Concrete-� "" • SECTION C-C SECTION D-D Detail Type (c) Detail Type (d) Maximum Acceptable Ratio: 105 % '>Z-O.ss (See Note 1 below) Ammo rt.0-s".:5 Governing Stress Ratio: 48.6% Pass Figure 4-4 of TIA-222-G 37516-1744.003.8700 SST Anchor Rod Check For Rev G-Rev 6.1 091912.xls • 1 •C a7 N U) ? a) O III II ° III 0 Y o _> w N r= .Y c- O U al r CO •- II Q IA CO Y al /• 0 - cn 0 a) O ! 8 O M .71_ ,_..i ° coY Y II 0 rn O • r ti 0 N >z 11 II , O N CO �'' C — � u_ c0 � N- co II O _ }' I? Q- N II 11 > A II N 11 M II > `- '' U CO O > O U 11 II II p U II ccs CL a V V co II U * as 1 0 _.—.—.—._._._._.—.—.—.—...0_.. �,,� O C ca O c C) '�' (a U as � y co N p ca w CC U) C) ca Q) (n U L. 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O > co C H S L L F- U ) . 1` (a O 3 LO N 0