The URL can be used to link to this page

1201 Albright Rd - BC04-000241 (ADD ANTENNA) DOCUMENTSPERMIT ADDRESS CONTRACTOR \ I/ , ` " ADDRESS 5-3>6 ry -G L J)c 0 F.L -4q Ll -16 PHONE NUMBER 35 Z 'S -7 Z 3 3 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR ' PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION U , PERMIT VALUATION 6 SQUARE FOOTAGE i4 G CITY OF SANFORD PERMfT APPLICATION Attach Proof of Ownership & Legal Description) Owners Name & Address: jQx) rw :0 i --- Phone: Contractor Nalme & Address: /9V1dXW /1• State License Number: !lt Contact Person: 0ddj!7TIr phonet 7GiJ ?1 S iC Address: Mortgage Lender: Address: Architect/ Engineer: VIA- Address: Permit # " Ll,-/% Date: Job Address: Lei Description of Work: iCAdahfe—' VY4 Historic District: Zoning: Value of Work: P0 ' i, Permit Type: Building Electrical —.4 Mechanical Plumbing .Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS oc9 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Fax: 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 issuanceofapermitandthatallwortwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 of 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits requited from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of thll e ets of lorida Lien Law, FS 713. Signature of Owner/Agent Date of otracior/ ge te O Print Owner/Agent's Name Print n ctor/Agent' ame any oil SignatureofNotary -State of Florida Date of Notary -State of Florida Date - Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Co ctor/Agent is Pie rally Enown to el ProducedIDInitial & Date) (Initial & Date) Special Conditions: Utilities: Initial & Date) FD: Initial & Date) FROM : MEI MELTON ELECTIC INC PHONE NO. : 727 5959625 iZ pni7,r R aiTER ENCi1NEERING, INC... 10,4AX AVE City of Sanford Dec. 31 2003 01:49AM P2 cry :r J„f, D'7 330 77 RE,: Twin Lakcs Cell Towel Site Permitee: Melton Blecuic, Tnc. Permit Number: 04-00000241 pwpvsae: Gro mft Modification & Cetificate of C0mplcd01VVccupa=y fiance December 29, 2003 Dear Building 0mcial: 1 W8 letter i9 regarding the edlular communications site loe at 1201 Albright Read, Sanford, FL 32771. The contractor has requested that I write a letter with rngards to the grounding of the power service for the Voicc%vam Wirclass equipment The service is a 100A "needs to have a minimum of one 10, long ground rod adjacent to the service installation. The oontractor has provided the minimum grounding as well as itltercugnoetedthe MvWe to the ground ring for am equipment installation, which in turn is ninteraonnectudtothetowground rung. The equipment installation has four ground rods along it's respective ground ring. The grounding provided by the contmctor is adequate for the intended usc. Should you have any additimW cpncstions or eoaccrns, please feel free to contact me. Sincerely, Mark Richter. PE FL PE 56196 Cc: File Ref: 2003-C12 2007 West Reynolds Street, Plant City. FL 33563 13- 967-6224 in v noob,Q771I 1 'nu W4 WYA Ri mi -4m Fn-nF-non Voicestrearrl Wireless/T-Mobile USA, Inc. Attn: Melisa Leach 111 W. Dr. Martin Luther King Jr. Blvd. ite 400 ampa. FL 33607 MARYAW MORSEL CLERK OF CIRCUIT COURT WNINOLE COUNTY BK 05112 RG 0858 CLERK'S 0 2003210624. RECORDING FEES L 98 -- RECORDED BY L McKinley FOR OFFICAL USE ONLY Permit No.: 1201 Albright Rd. Sanford, FL 32771 Carrier Site Number: E413G NOTICE OF COMMENCEMENT State of: Florida CERTIFIED COPP MARYANNE MORSE CI t 'K OF CIRCUIT rrA,, . NOV 2 5 2003 No.. County of : Seminole THE UNDERSIGNED hearby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida State Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No. Parcel ID #27-19-30-503-OB04-0000 1201 Albright Rd Sanford, FL. 32771 Legal description of the property and street address if available) 2. General Description of Improvement: The construction of a tower? including telecommunication equipment for telecommunication purposes and fence. 3. Owner Information: Name: VoiceStream Wireless/T-Mobile USA, Inc. Address: 3111 W. Dr. Martin Luther King, Jr. Blvd. Suite 400 Tampa Florida 33607 Interest in Property: Leasee Name of Fee Simple Titleholder (If other than owner): SBA 4. Contractor: Name SBA Network Services Inc / John M. McClane Address: 2530 N.E. 36 Avenue City Ocala State Florida Zip 34470 5. Surety: Name N/A Address: City State 6. Lender: Name N/A Address: City State 7. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Name: Ron Grace Address: 3111 W. Dr. Martin Luther King Jr Blvd Suite 400 Tampa FI 8. In addition to Himself, Owner designates Bryan Fleming of VoiceStream Wireless/T-Mobile USA. Inc. to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified.) Signature of Owner: `/ The going i strument was acknowledged be re me this day of wokz l?— o2dYJ,3 , by Oh a& 4?— who is personally known to me or (_) produced as identification. Notary Public: Ann Marie Ackerman MY COMMISSION i Wl"812 MES C:\Documents and Settin ch\ 1` 2007 erekttMrg6ocuments\E,F, G NOC Sites\E534A Notice of Commencement 111703.doc Im )))))— Date: November 24, 2003 To: City of Sanford Building Dept. RE: Any and all sites This to to serve as authorization for Tommy Vance to have Power of Attorney and act as agent for SBA Network Services, Inc. in setting up my licensing file, obtaining permits, and signing for the above referenced site. John M. McClane SBA Network Services, Inc. License No. CG C058431 SIGNED BY John M. McClane WHO IS PERSONALLY KNOWN TO ME. SWORN TOGA D SUBSCRIBED BEFORE ME THIS,jj' DAY OF &'V- 2_03 AT OCALA, FLORIDA. Notary Public State of Florida My Commission expires: 15111f3/7 Ann Marie Ackerman W COMMISSION; DDI"812 EXPIRES May 4 2007 BONDED7M TROY FAIN INSUUM INC OFFICERS'S CERTIFICATE The undersigned, as Vice President and Assistant Secretary of VOICESTREAM TAMPA/ORLANDO, INC., does hereby certify that Bryan Fleming, Director, Engineering andOperations, is authorized to negotiate and enter into lease agreements on behalf of the Corporation as necessary or desirable for the continued operation of the Corporation. DateJanuary 31, 2001 VOICESTREAM TAMPA/ORLANDO, INC. 10 David A. Miller, Vice President and Assistant Secretary 12920 SE 38th Street BOIL—CMA 98006 Site ID: FL01224-A-17 Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes ANTENNA SITE AGREEMENT 1. Premises and Use. SBA Towers, Inc., a Florida corporation ("Owner") leas s to, VoiceStream Tampa/Orlando, Inc., a °' corporation, Tenant"), the site described below: Tower antenna space; Ground space for placement of Pad or Shelter Shelter") for Tenant's base station equipment consisting of approximately 84 square feet; and space required for Tenant's cable ladders, cable runs and cable bridges to connect telecommunications equipment and antennas, in the location shown on Exhibit A, together with a non-exclusive easement for reasonable access thereto and to the appropriate, in the discretion of Tenant, source of electric and telephone facilities, (collectively, the "Site"). The Site will be used by Tenant for the purpose of installing, removing, replacing, modifying, mpintaining and operating, at its expense, a telecommunications service system facility consisting of the antenna(s) and related equipment set forth on Exhibit B (the Equipment"). If Tenant desires to place equipment on the Site in addition to that listed on Exhibit B, Owner and Tenant will negotiate the placement of the additional equipment and the associated increased rent. The placement of substitution equipment in accordance with Section 9 shall not constitute additional equipment unless the same shall utilize additional space or capacity. Tenant will use the Site in a manner which will not unreasonably disturb the occupancy of Owner's other tenants. 2. Term. The "Initial Term" of this Agreement shall be seven (7) years beginning on the date set forth below ("Commencement Date") and terminating on the tenth anniversary of the Commencement Date. This Agreement will automatically renew for three (3) additional terms (each a "Renewal Term") of five (5) years each, unless Tenant provides notice of its intention not to renew not less than ninety (90) days prior to the expiration of the Initial Term or any Renewal Term. COMMENCEMENT DATE: The earlier of the date Tenant begins installation of its Equipment or expiration of the Free Rent Period as defined below. 3. Rent. Tenant shall be entitled to ninety (90) days free rent from the date this lease is executed by both parties ("Free Rent Period"). Tenant shall pay to Owner monthly rent ("Rent") in the amount of One Thousand Five Hundred and no/100 Dollars 1,500.00) due on the Commencement Date. The Rent will be increased (and due) on each anniversary of the Commencement Date (during the Initial and all Renewal Terms) by 3% of the rate in effect for the prior year. This Agreement shall be effective on the date last executed by the parties. 4. Security Deposit. Intentionally omitted. FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 5. Title and Quiet Possession. Owner represents and agrees (a) that it is in possession of the Site as fee owner; (b) that if applicable, Owner will provide to Tenant a copy of the Ground Lease as Exhibit "E" prior to the execution of this lease, with financial and other confidential terms redacted; (c) that it has the right to enter into this Agreement; (d) that the person signing this Agreement has the authority to sign; and e) that Tenant is entitled to the quiet possession of the Site subject to zoning and other requirements imposed by governmental authorities, any easements, restrictions, or encumbrances of record throughout the Initial Term and each Renewal Term so long as Tenant is not in default beyond the expiration of any cure period. Notwithstanding anything to the contrary contained in this Agreement, if the Site is subject to a Ground Lease, either party may terminate this Agreement without further liability upon the termination or expiration of Owner's right to possession of the Site under the Ground Lease. Owner will not do, attempt, permit or suffer anything to be done which could be construed to be a violation of the Ground Lease. This Agreement is subordinate to any mortgage or deed of trust now of record against the Site. Promptly after this Agreement is fully executed, if requested by Tenant, Owner will request the holder of any such mortgage or deed of trust to execute a non -disturbance agreement in a form provided by Tenant, and Owner will cooperate with Tenant at Tenant's sole expense toward such an end to the extent that such cooperation does not cause Owner additional financial liability. Tenant will not, directly or indirectly, on behalf of itself or any third party, communicate, negotiate, and/or contract with the lessor of the Ground Lease, unless Owner's rights under the Ground Lease have been terminated or Owner has given Tenant permission. 6. Assignment/Subletting. Tenant may not assign or transfer this Agreement without the consent of Owner, which consent will not be unreasonably withheld, delayed or conditioned. However, Tenant may assign without the Owner's prior written consent to any party controlling, controlled by or under common control with Tenant. Tenant may not sublease this Agreement. In no event will Tenant be relieved of any obligations or liability hereunder. 7. Access and Security. Tenant will have the reasonable right of access to the Tower where its equipment is located; provided that, Tenant must give Owner forty-eight (48) hours prior notice. Tenant will have unrestricted access twenty-four (24) hours a day seven (7) days a week to its Pad or Shelter. In the event of an emergency situation which poses an immediate threat of substantial harm or damage to persons and/or property (inclu ing the continued Tenant Initial Owner Initials: SIBA® Site Name: Sanford opgrations , of Tenant's telecommunications equipment) which requires entry on the Tower, Tenant may enter same and take the actions that are required to protect individuals or personal propertyfromtheimmediatethreatofsubstantialharmor damage; provided that promptly after the emergency entry and in no event later than twenty-four (24) hours, Tenant gives telephonic and written notice to Owner of Tenant's entry onto the Site. 8. Notices. All notices must be in writing and are effective three (3) days after deposit in the U.S. mail, certified and postage prepaid, or upon receipt when sent via overnight delivery, to the address set forth below, or as otherwise provided by law. Tenant: T-Mobile USA, Inc. 12920 SE 38" Street Bellevue, WA 98006 Attn: PCS Lease Administrator With a Copy to: T-Mobile USA, Inc. 12920 SE 38`h Street Bellevue, WA 98006 Attn: Legal Department And: - Vol e o („ ceStrec nT/d/t(`a+rx w. 00 Attn: Gloria Yurcus Owner. SBA Towers, Inc. 5900 Broken Sound Parkway N.W 2"d Floor Boca Raton, FL 33487-2797 Attn: Site Administration Rental Payments: SBA Towers, Inc. P.O. Box 945752 Atlanta, GA 30394-5752 Attn: Accounts Receivable 9. Installation and Improvements. Prior to installing or allowing any Equipment to be installed at the Site or making any changes, modifications or alterations to such Equipment, Tenant, at its expense, will obtain all required approvals and will submit to Owner plans, specifications and proposed dates of the planned installation or other activity, forOwner's approval which approval will not be unreasonably withheld or delayed, including, if requested by Owner, a tower loading study and/or an intermodulation study performed and certified by an independent licensed professional engineer. The approved plans will be deemed incorporated into this Agreement. All installation of or other work on Tenant's equipment on the Tower will be at Tenant's FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Tenant Site ID: E413G Tenant Site Name: Twin Lakes sole expense and performed by an approved contractor of Owner or one of its affiliates or subsidiaries. Tenant shall have the option to competitively bid the installation. Such competitive bid shall be commercially reasonable and shall be for the same scope of work, taking into account the same specific site conditions, as Owner's bid. Should the bid received by Tenant from a company other than the Owner or one of its affiliates or subsidiaries be less than Owner's bid for the same work, Owner has the right to match such lower bid and perform the installation. Should Owner not match the lower bid and the bid is from an Owner approved contractor and is within the guidelines specified above, Tenant will be entitled to use such contractor for the installation of Tenant's equipment at the Site. The cost of the installation itself and payment to any contractor(s) performing the installation is the sole responsibility of Tenant. All installations, operationandmaintenanceofEquipmentmustbein accordance with Owner's policies set forth in ExhibitD. Owner reserves the right to prohibit operation of any Equipment it reasonably deems to be improperlyinstalled, unsafe or not included in the installation design plan. Owner agrees that Tenant may install, at Tenant's sole cost and expense as required for Tenant's Equipment, a backup generator to provide backup power in the event of a power outage at theSite. Owner agrees to cooperate with Tenant's reasonable requests, at Tenant's expense, with respect to obtaining any required zoning approvals for the Site and any improvements. Upon termination or expiration of this Agreement, Tenant shall within sixty (60) days of termination remove its Equipment and improvements and will restore the Site to the condition existing on the Commencement Date, except for ordinary wear and tear and insured casualty loss. If Tenant fails to remove its equipment as specified in the preceding sentence, Tenant's equipment will be subject to disconnection, removal, and disposal by Owner. If Tenant's Equipment remains on the Site after the termination or expiration date (even if it has been disconnected), Tenant will pay to Owner a hold -over fee equal to one hundred and fifty percent (150%) of the then -effective monthly rent, prorated from the effective date of termination to the date the Equipment is removed from the Site. Owner will have the right (but not the obligation) to disconnect and remove equipment from the Site. If, after sixty (60) days of termination, Owner disconnects and removes equipment, Tenant will pay to Owner upon demand one hundred and fifty percent150%) of the disconnection, removal and storage expenses incurred by or on behalf of Owner. If the Equipment is not reclaimed by Tenant within sixty 60) days of its removal from the Site, Owner has the right to sell the Equipment and deduct therefrom any amounts due under this Agreement, returning the remainder to Tenant. Tenant will cooperate with Owner in rescheduling its trarismitting activiti s, Tenant Initials: 4 Owner Initials. SL BA LV ILLY-M-1/ Site Name: Sanford reducing power, or interrupting its activities for limited periods of time in the event of an emergency or in any case where Tenant's equipment threatens the safety of human life and/or property. Owner shall immediately notify Tenant of such emergency. 10. Compliance with Laws. Tenant agrees to take the Site in strictly "as is" condition. Owner represents that the Site, its property contiguous thereto, and all improvements located thereon, are in substantial compliance with building, life/safety, disability and other laws, codes and regulations of applicable governmental authorities. Tenant will substantially comply with all applicable laws relating to its possession and use of the Site and its Equipment. Within sixty (60) days after execution of this Agreement, Tenant shall provide Owner with a copy of the FAA Determination of No Hazard which grants approval to Tenant's frequencies and power (ERP) to be used at the Site. Upon request by Owner, Tenant will produce satisfactory evidence that all equipment installed at the Site complies with federal regulations pertaining to radio -frequency radiation standards and is licensed with the FCC, if applicable. Owner accepts responsibility for the Site's compliance with all tower or building marking and lighting regulations promulgated by the Federal Aviation Administration FAA" or the Federal Communications Commission FCC," as applicable. Owner represents and warrants that the Site complies with all applicable tower or building marking or lighting regulations promulgated by the FAA or the FCC. Owner agrees that Tenant may install, at Tenant's sole cost and expense as required for Tenant's Equipment, a tower lighting alarm monitoring system (including, but not limited to, commercial power and a dedicated surveillance telephone line) to monitor the status of the tower/building lighting. Owner shall be solely responsible for reporting any lighting outages 'or malfunctions to the appropriate governmental authorities. Tenant's installation of such tower/building lighting alarm monitoring system will not relieve Owner of its primary responsibility for compliance with all applicable tower or building marking and lighting requirements. 11. Insurance. Tenant will procure and maintain a public liability policy, with limits of not less than 1,000,000 for bodily injury, $1,000,000 for propertydamage, $2,000,000 aggregate, which minimum Owner may require adjusting, within acceptable industry standards, at each renewal term, with a certificate of insurance to be furnished to Owner within thirty (30) days of execution of this Agreement and prior to performing any work. Such policy will provide that cancellation will not occur without at least fifteen (15) days prior written notice to Owner. Tenant will cause Owner to be named as an additional insured on such policy. 12. Interference. Tenant understands that it is the intent of Owner to accommodate as many users as FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Tenant Site ID: E413G Tenant Site Name: Twin Lakes Possible and that Owner may rent space to any other entity or person(s) desiring its facilities. Tenant shall not cause, by its transmitter or other activities, including the addition of any equipment at a future date, interference to Owner or other tenants that have previously commenced rental payments. Tenant shall provide Owner with a list of frequencies to be used at the Site prior to putting said frequencies into operation. If interference occurs which involves Tenant, Owner may require that an intermodulation study be conducted at Tenant's cost. If Owner reasonably determines that the interference is the responsibility of Tenant, Owner will notify Tenant and Tenant shall have five (5) business days from date of notice to correct the interference and if not corrected, Tenant shall cease, and Owner shall have all rights to any legal means necessary including injunctive relief and self help remedies to cause Tenant to cease transmission, except for intermittent testing for the purpose of correcting the interference. If interference cannot be corrected within sixty (60) calendar days from Tenant's receipt of Owner's notice, then Owner may terminate this Agreement without further obligations to Tenant. Further, if Owner determines that another tenant at the Site is causing interference to Tenant and the interference is not corrected within sixty (60) days from Owner's determination, and such interference precludes Tenant from using the Site for its intended purpose, Tenant may terminate this Agreement. Owner will require substantially similar interference language as outlined in this paragraph in all future Tenant Agreements related to this Site. 13. Utilities. Tenant will pay for all utilities used by it at the Site and Tenant will install its own electric meter. Tenant will be responsible directly to the appropriate utility companies for all utilities required for Tenant's use of the Site. However, Owner agrees to cooperate with Tenant, at Tenant's expense, in its efforts to obtain utilities from any location provided bytheOwnerortheservicingutility. Temporary interruption in the power provided by the facilities will not render Owner liable in any respect for damages to either person or property nor relieve Tenant from fulfillment of any covenant or agreement hereof. If any of Tenant's communications Equipment fails because of loss of any electrical power, and the restoration of the electrical power is within the reasonable control of Owner, Owner will use reasonable diligence to immediately restore the electrical power, but will have no claim for damages on account of an interruption in electrical service occasioned thereby or resulting therefrom. 14. Relocation Right. If determined necessary by Owner to relocate the tower, Owner will have the right to relocate the telecommunications facility ofTenant, or any part thereof, to an alternate tower location (Relocation Site) on Owner's property; provided, however, that such relocation will (1) be at Owner's sole cost and expense, (2) be performed Tenant Initial Owner Initials: B 1U. rLVIL[4-A-1/ Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes exclusively, by Tenant or its agents, (3) not unreasonably result in any interruption of the communications service provided by Tenant on Owner's property, and (4) not impair, or in any manner alter, the quality of communications service provided by Tenant on and from Owner's property. Owner will exercise its relocation right by delivering written notice to Tenant. In the notice, Owner will propose an alternate site on Owner's property to which Tenant may relocate its Equipment. Tenant will have ninety (90) days from the date it receives the Notice to evaluate Owner's proposed relocation site, during which period Tenant will have the right to conduct tests to determine the technological feasibility of the proposed relocation site. If Tenant disapproves such relocation site, then Owner may thereafter propose another relocation site by notice to Tenant in the manner set forth above. Tenant's disapproval of a relocation site must be reasonable. Tenant will have a period of ninety (90) days after completion of the Relocation Site to relocate (at Owner's expense) its Equipment to the Relocation Site. Owner and Tenant hereby agree that the Relocation Site (including the access and utility right of way) may be surveyed by a licensed surveyor at the sole cost of Owner, and such survey will then supplement Exhibit A and become a part hereof. 15. Termination by Tenant. Tenant may terminate this Agreement at any time by notice to Owner without further liability if (i) Owner fails to have proper possession of the Site or authority to enter into this Agreement; or (ii) Tenant does not obtain, after making diligent efforts, all permits or other approvals collectively, "approval") required from any governmental authority or any easements required from any third party to operate the telecommunications system facility, or if any such approval is canceled, expires, is withdrawn or terminated by such governmental authority or third party following Tenant's diligent efforts to maintain such approval; or (iii) during any and all Renewal Terms, Tenant provides Owner one hundred eighty 180) days prior written notice if the Site becomes unacceptable to Tenant from a technological standpoint, including signal deficiency. 16. Default. If the Rent or other amount due hereunder is not paid in accordance with the terms hereof, Tenant will pay interest on the past due amounts at the lesser of (i) the rate of one and one- half percent (1.5%) per month, or (ii) the maximum interest rate permitted by applicable law. If either party is in default under this Agreement for a period of (a) ten (10) business days following receipt of notice from the non -defaulting party with respect to a default which may be cured solely by the payment of money, or (b) *thirty (30) days following receipt of notice from the non -defaulting party with respect to a default which may not be cured solely by the payment of money, then, in either event, the non- FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 defaulting party may pursue any remedies available to it against the defaulting party under applicable law, including, but not limited to, the right to terminate thisAgreement. If the non -monetary default may not reasonably be cured within a thirty (30) day period, this Agreement may not be terminated if the defaulting party commences action to cure the default within such thirty (30) day period and proceeds with due diligence to fully cure the default. 17. Taxes. Tenant shall pay all taxes, including, without limitation, sales, use and excise taxes, and all fees, assessments and any other cost or expense now or hereafter imposed by any government authority directly in connection with Tenant's payments to Owner, Tenant's Equipment or Tenant's use of the Site. In addition, Tenant shall pay that portion, if any, of the personal property taxes or other taxes attributable to Tenant's Equipment. Tenant shall pay as additional rent any increase in real estate taxes levied against the Site and Tenant's Equipment directly attributable to the Tenant's use and occupancy of the Site. Payment shall be made by Tenant within thirty (30) days after presentation of receipted bill and/or assessment notice which is the basis for the demand. 18. Indemnity. Owner and Tenant each indemnifies the other against and holds the other harmless from any and all costs (including reasonable attorneys' fees and costs) and claims of liability or loss which arise out of the use and/or occupancy of the Site by the indemnifying party including, without limitation, any damage occurring outside of the Site. This indemnity does not apply to any claims arising from the gross negligence or intentional misconduct of the indemnified party. Except for its own acts of gross negligence or intentional misconduct, Owner will have no liability for any loss or damage due to personal injury or death, property damage, loss of revenues due to discontinuance of operations at the Site, libel or slander, or imperfect or unsatisfactory communications experienced by the Tenant for any reason whatsoever. 19. Hazardous Substances. Owner represents that it has no knowledge of any substance, chemical or waste (collectively, "substance") on the Site that is identified as hazardous, toxic or dangerous in any applicable federal, state or local law or regulation. Tenant or Owner will not introduce or use any such substance on the Site in violation of any applicable law, or permit any discharge or release of such substance on the Site. In addition, the parties agrees to indemnify, defend and hold harmless each other, their officers, partners, successors and assigns from and against any and all debts, liens, claims, causes of action, administrative orders and notices, costs including, without limitation, response and/or remedial costs), personal injuries, losses, attorneys' fees, damages, liabilities, demands, interest, fines, penalties and expenses, consultants' fees a d Tenant Initial. Owner Initials: LAM 1. rLV 1GL4-F1-'J / Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes expenses, -court costs and all other out-of-pocket expenses, suffered or incurred by the indemnified party as a result any Breach of the hazardous substance provision. 20. Liens. Tenant will not permit any mechanics, materialman's or other liens to stand against the Site for any labor or material furnished the Tenant in connection with work of any character performed on the Site by or at the direction of the Tenant. In the event that any notice of lien will be filed or given, Tenant will, within thirty (30) days after the date of filing cause the same to be released or discharged by either payment, deposit, or bond. Owner will be indemnified by Tenant from and against any losses, damages, costs, expenses, fees or penalties suffered or incurred by Owner on account of the filing of the claim or lien. 21. Casualty or Condemnation. In the event of any damage, destruction or condemnation of the Site, or any part thereof, not caused by Tenant that renders the Site unusable or inoperable, Ownel will have the right, but not the obligation, to provide an alternate location, whether on the same Site or another Site, or to terminate this Agreement within thirty (30) days after the damage, destruction or condemnation. If Owner does not terminate this Agreement: (i) the rent payable hereunder will be reduced or abated in proportion to the actual reduction or abatement of use of the Site by Tenant; and (ii) Owner will make any necessary repairs to the Site caused by the damage or destruction and will be entitled to use any and all insurance proceeds to pay for any repairs. In the event Owner has not proceeded to repair, replace or rebuild the Site within sixty (60) days after the damage or destruction, after giving thirty (30) days written notice and Owner's failure to comply within That time frame, then Tenant may terminate this Agreement. Owner will in no event be liable to Tenant for any damage to or loss of Tenant's Equipment, or loss or damage sustained by reason of any business interruption suffered by reason of any act of God, by Tenant's act or omission, or Tenant's violation of any of the terms, covenants or conditions of this Agreement, (unless caused solely by Owner's intentional misconduct or gross negligence). The terms and conditions of this Section 21 shall survive the termination of this Lease. Owner acknowledges that Tenant may have certain emergency procedures that Tenant may desire to implement, including the temporary location of a cell on wheels on the Site, in the event of a casualty. To the extent possible, Owner will cooperate with Tenant in Tenant's implementation of its emergency responses as the same may exist from time to time. 22. Confidentiality. Tenant agrees not to discuss publicly, advertise, nor publish in any newspaper, journal, periodical, magazine, or other form of mass media, the terms or conditions of this Agreement or the underlying Ground Lease. Doing so shall FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 constitute a default under this Agreement immediately. It is agreeable that Tenant will not discuss terms and conditions with any of its competitors. 23. Bankruptcy and Insolvency. Owner and Tenant agree that this Agreement constitutes a lease of non-residential real property for the purposes of 11 U.S.C. § 365 (d) (4) or any such successor provision. 24, Miscellaneous. (a) This Agreement applies to and binds the heirs, successors, executors, administrators and assigns of the parties to this Agreement; (b) This Agreement is governed by the laws of the State in which the Site is located; (c) If requested by Tenant, Owner agrees to promptlyexecuteanddelivertoTenantarecordable Memorandum of this Agreement in the form of Exhibit C; (d) This Agreement (including the Exhibits) constitutes the entire Agreement between the partiesandsupersedesallpriorwrittenandverbal agreements, representations, promises or understandings between the parties. Any amendments to this Agreement must be in writing and executed by both parties; (e) If any provision of this Agreement is invalid or unenforceable with respect to any party, the remainder of this Agreement or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, will not be affected and each provision of this Agreement will be valid and enforceable to the fullest extent permitted by law; f) The prevailing party in any action or proceeding in court or mutually agreed upon arbitration proceedingtoenforcethetermsofthisAgreementisentitledto receive its reasonable attorneys' fees and other reasonable enforcement costs and expenses from the non -prevailing party; (g) Failure or delay on the part of Tenant or Owner to exercise any right, power, or privilege hereunder will not operate as a waiver thereof; waiver of a breach of any provision hereof under any circumstances will not constitute a waiver of any subsequent breach of the provision, or of a breach of any other provision of this Agreement; and h) Tenant agrees and acknowledges that, in conjunction with other broadcast entities which may transmit from the Site, if necessary due to FCC RF emission standards and upon reasonable notice, Tenant shall reasonably cooperate with Owner in an effort to prevent possible overexposure of worker to RF radiation. The following Exhibits are attached to and made a part of this Agreement: Exhibit "A" (Site Description), B" (Antenna and Equipment List), "C" (Memorandum of Antenna Site Agreement), "D" (Minimum Installation, Occupancy... ), and "E" (Ground Lease). Tenant Initial* nitial . Owner Initials: is El I Lv 1444-N-If Site Name: Sanford TENANT:. VOICESTREAM TAMPA/ORLANDO, INC. o f!_ By: Bryan Fleming Title: Regional Director of Engineering and Operations Date: ( 3 O Witness: n ( j p TENANT NO ARY BLo& "- vc^ STATE OF ri..,k, a A Tenant Site ID: E413G Tenant Site Name: Twin Lakes Fed Tax ID: 91-1983600 Address: 3 i, t vv m L{c s,-, B kL/j. r^^^Pa Ff 3 to07 Witne COUNTY OF 1,1A L- 5, 9 0 Q. c. L1 6tt The foregoing instrument was acknowledged before me this 6f- dayofBryanFleming, Regional Director of Engineering and Operation VoiceStrea Tampa/Orlando, Inc., a003a. corporation, who is oersonall know to me or produced s identification. flt IG,..,cre NOTARIAL SEAL OFFICI NOTARY IG TURE) Gloria J. i °'' urt:u3 NOTARY PUBLIC —STATE OFr°A),1?SG0mmi8a10n#DD0235ooW. sF l;apirca Jrmo 17, 2005 My commjSSif1[e7( ,Bonded Thm plc Bonding Co., Ine, (NAME OF NOTARY) COMMISSION NUMBER: OWNER: SBA TOWERS, INC. By: Ja n Silberstein Title: Vice President, Pro ert Management Date: Witness:_ M C OWNER NOTARY BLOCK: STATE OF FLORIDA Fed Tax ID: 65-0754577 Address: 5900 Broken Sound Parkwav N.W_ COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this -1 %day of 01 K , 2003, b JasonSilberstein, Vice President, Property Management of SBA Towers, Inc., a lorida roration who is personallyknowntome. p NOTARIAL SEAL / Tl, fanySKeeler (O 1 L Np RY SI ATURE) MyComrMs: ionW203t13t NOTARY P LIC—STATE OF FLORIDA NorREMMMay19, 2007 My commission expires: (NAMA0FN'')1`jj1!'j1Y) COMMISSION NUMBER: FL01224- A-17 VoiceStream-master-colo.doc g September11, 2003 Tenant Initials biOwner Initials: i SBA® Site ID: FL01224-A-17 Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes ADDENDUM WHEREAS, Owner and Tenant desire to supplement the Antenna Site Agreement ("ASA") as provided herein. WHEREAS, Owner and Tenant agree that all provisions contained herein shall take precedent over and supercede any conflicting provision contained in the ASA but that all remaining conditions of the Antenna Site Agreement shall remain in full force and effect. Paragraph 15 of the Antenna Site Agreement is hereby amended and the following sentence shall be added to the end of the provision: Tenant shall pay Owner Two Thousand and No/100 Dollars ($2,000.00) for Owner to have a structural analysis performed for the Site. In the event said structural analysis fails, Owner may, at it's sole cost and expense, elect to perform any recommended modifications to the tower to accommodate Tenant's equipment. If Owner declines to modify the tower, Tenant may terminate this Antenna Site Agreement. IN WITNESS WHEREOF, the parties have executed this Addendum under seal as of the date set forth below. OWNER: SBA PROPERTIES, INC. By: ason Silberstein Its. Vice Presid nt, Property Management Date: TENANT: VoiceStream ampa/Orlando, Inc. By: Bryan Fleming Its: Regional Director of Engineering and Operations Date: 1 3 Ltf it >sSec g7 ; FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 6b Tenant Initials Owner Initials: 1' / i Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes Site located at: Legal Description: Latitude: 280 47' 57,85" FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 EXHIBIT A SITE DESCRIPTION 1201 Albright Road, situated in the City of Sanford, County of Seminole, State of Florida 32771 See attached Exhibit A-1 Longitude: 81° 18' 1.61" 7 Tenant Initials f, Owner Initials: -P SBA® FILE NUM•20e3096aa14 OR BOOK 04854 PAGE 0270 E7%k; 6-.+ A -I Schedule A - •': AescrinCion of Owned Land Lega1 Description. Sanford, m the:Nocthrast comer of Block B. A.P.G. V>?GETABLE TRACT, sews ing to the phd't3iei+eof, is ir+oordcd is Plat Book 7, 14, of tha Public R=rds of Seminole Coauty; F odda, t ran North 89 deg'=.M rniautrs tb seconds West, aivag:thethline, of said Block B, 655.00 feria thence run North 00 d_ 57 mmntes 00 secoads East 69.43 feet to a POW ,ca rhor1yRightofWayrofAlb & Road; * sun Sotithh 47 degrees 46'miautes 00 eaoouds West 049 sai3 Southe iy Right . Nay imr," 189.13 feet for a Point of Begiming; tha=•oomtbm South- 47 degrees 46 mina m 00 aecoads' Wa3%'-Wong saiddhrrlyBightofWay, 54.42 ha to tic Point of Ca-vami'e of a carve oeacave Sotetheasterly and havW' a rddias, of 328.68 feet; ux run Soudrwessterly,`along•saidcurve and sImg said. Right of Way lore, 255,61: foci flrrough a a1 aagtt: of 34 dew 19airs41secondstotheendpffrightMond -as siiowm on said A1? Gr:,Vegmable tract;Wa&' die Soattt 3p? A6 feet; theane M 5a89degrs00minutes32stcotids•East,, pumild with the South line of said Block B..273 44 fe*• thence ran,'Naxth 0057mimtt00sxoadsEast541.68 fers;.titeaoe run Idotth 89 d_%grres 03 muurtes OO sxonds West 137..91t icshe.8cuai . 1 ` . r r. Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes Antenna(s): Quantity: Type: Manufacturer: Model: Length: Weight: Mounting: Base of the antenna: Centerline of the antenna: Tip of the antenna: Orientation: Downtilt: Cable: Number of Lines: Type: Size: Dish GPS Receiver: Ground Space Requirements: Tenant provided Shelter: Dimensions: Type Shelter: Transmitter: Quantity: Manufacturer: Model: Power Output (Watts): Transmitter Cabinet: Quantity: Manufacturer: Model: Dimensions: Weight: Frequencies: ERP Transmitter Operating Power: FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 EXHIBIT B ANTENNA AND EQUIPMENT LIST Six (6) Panel Comsat PCSX-065-18-02 65" (5' 5") 13.2 lbs. Approximately 157' height level Approximately 160' height level Approximately 163' height level 00, 1200 & 2400 2° Twelve (12) Eupen 1 5/8" N/A N/A Approximately 84 square feet Pad 12' x 7' Concrete Pad Up to Twelve (12) Nokia TRXE 20 Watts Two (2) radio cabs Nokia Ultrasite 67.4" x 29.5" x 30.0" 770 lbs. Transmit: 1930 — 1945 MHz Receive: 1850 —1865 MHz 1600 59.6 dBm A'l 8 Tenant Initial Owner Initials: V ALLY-M-I/ Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes EXHIBIT C MEMORANDUM OF ANTENNA SITE AGREEMENT FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Tenant Initi 4r Owner Initials: v, Ste® LV ALLY-M- I / Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes After recording return to: STATE OF FLORIDA COUNTY OF SEMINOLE NOT FOR EXECUTION MEMORANDUM OF ANTENNA SITE AGREEMENT This memorandum evidences that a lease was made and entered into by written ANTENNA SITE AGREEMENTdatedbetweenSBATowers, Inc., a Florida corporation, "Owner" and VoiceStreamTampa/Orlando, Inc., a Florida corporation, "Tenant," the terms and conditions of which are incorporated herein byreference. Such Agreement provides in part that Owner leases to Tenant a ground space area consisting of approximately 8412' x 7') square feet at that certain site "Site" located at 1201 Albright Road, City of Sanford, County of Seminole, State of Florida 32771, within the property of or under the control of Owner which is described in Exhibit A attachedhereto, with grant of easement for unrestricted rights of access thereto and to electric and telephone facilities for atermoften (10) years commencing on , which term is subject to three (3) additional five5) year extension periods by Tenant. IN WITNESS WHEREOF, the parties have executed this Memorandum as of the day and year first above written. TENANT: VOICESTREAM TAMPA/ORLANDO, INC. By: Bryan Fleming Title: Regional Director of Engineering and Operations Tax ID: 91-1983600 Address:.12920 SE 38'h Street Bellevue, WA 98006 Date FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Witness: Print Name: Witness: ` Print Name: 10 Tenant Initials Owner Initials: —P SBA® LV ILLY-N-1/ Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes MEMORANDUM OF ANTENNA SITE AGREEMENT CONTINUED TENANT NOTARY BLOCK: STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of anFlemingRegionalDirectorofEngineeringandOperationsofVoiceStreamTampa/Orlando, 1003, a yF oridacorporation, who is personally known to me or produced as identification. NOTARIAL SEAL My commission expires: OWNER: SBA TOWERS, INC. OFFICIAL NOTARY SIGNATURE) NOTARY PUBLIC —STATE OF NAML OF NOTARY) NOT FOR tMt"1116NER: By: Jason Silberstein Title: Vice President, Property Management Tax ID: 65-0754577 Address: 5900 Broken Sound Parkway N.W. 2nd Floor Boca Raton, FL 33487-2797 Date: OWNER NOTARY BLOCK: STATE OF FLORIDA Witness: Print Name: Witness: Print Name: COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of , 2003, by JasonSilberstein, Vice President, Property Management of SBA Towers, Inc., a Florida corporation, who is personallyknowntome. My commission expires: FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 NOTARY PUBLIC - STATE OF FLORIDA Printed Name of Notary 11 4 PTenantInitialsOwnerInitials: SBA® Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes EXHIBIT D MINIMUM SITE INSTALLATION, OCCUPANCY AND MAINTENANCE REQUIREMENTS AND SPECIFICATIONS Pre -Installation Standards 1. Prior to installation, Tenant must provide Owner with complete plans for approval, including list of proposedequipmentandsubcontractors. No work may be performed until approval has been given and all criteria have beenmet. All equipment must be placed in approved locations only, and Owner must approve any changes before theinstallationbegins. The Owner or its representative shall have the right to be on site during any work on the Site. Owner to provide price quote for installation services based on Tenant's scope of work. Installation 2) (a) The following minimum protective devices must be properly installed: 1) Lightning arrestors in feedline at wall feedthru ports (SBA multi -tenant buildings). (PCS providers installjumperstoextend/connect to cabinet like enclosures). 2) Surge protectors in any AC & phone line circuit. 3) Transmitter RF shielding. (Must be in place during operation) 4) Isolator/harmonic filter. (Must be in place during operation) 5) Duplexer or cavity bandpass filter. (Must be in place during operation) b) All equipment, including transmitters, duplexers, isolators and multicouplers, must be housed in a metalcabinetorrackmounted. No control stations or inverted transmittreceive frequency pairs are allowed onrepeatersites. c) All transmission lines entering the shelter must be 1/2" Heliax/Wellflex or better via a wall feedthru plateandmustterminateinaproperlyinstalledlightningarrestorwithanIDtagonbothendsoftheline. d) Solid outer shield cable such as Superflex or Heliax/Wellflex must be used for all intercabling outside thecabinet. Under no circumstances will the use of foil shielded or braided RF cable (e.g.; RGB) be permittedoutsidethecabinetexceptforRG-6 quad shield cable installed on satellite receive only systems. e) All antenna, power and phone cables will be routed and properly supported to the base station in a neatmannerusingroutesprovidedforthatpurpose. Tenant will provide individual Transient (SAD) surgeprotectiontoeachcircuitused. All phone lines will have (SAD) transient surge protection installed. Allwiringandinstallationwillbebymeansofclampingorstrappingandinnoeventwillanymembersorotherpartsofthetowerbedrilled, welded, punched or otherwise mutilated or altered. f ) All Tenants are to obtain power from the power panel and/or AC receptacle provided for their specific use. g) All outside RF equipment cabinets must be grounded to the site ground system using #2 solid tinned wirewithcadweld, silver solder connections, or 2 hole lugs with Burndy type compression fittings. All inside RFequipmentcabinetsmustbegroundedtothesitegroundsystemusing #2, or #6 green jacketed strandedwirewithsilversolderconnections, or 2 hole lugs with Burndy type compression fittings. h) All antenna lines will be electrically bonded to the tower at the antenna and at the bottom of the tower usinggroundingkitsinstalledpermanufacturerspecificationsandallantennabracketsmustbepre -approved. All antenna lines entering the Site will have COAX center pin lightning protection installed within two feetfromtheentryportandgroundedtomastergroundbarintheSitegroundsystem. i) All equipment cabinets will be identified with a typed label under plastic on which the Tenant's name, address, 24 hour phone number, call sign, and frequencies will be inscribed, in addition to a copy ofTenant's FCC license. j) Monitor speakers will be disabled except when maintenance is being performed. All antenna lines will betaggedwithin12inchesoftheterminationofthefeedercableatbothends, at the entrance to the building, at repeater or base station cabinet, and at the multicoupler/combiner ports. k) All ferrous metals located outside of the building or on the tower will be either stainless steel or hot dippedgalvanized, not plated. Painted towers will require the painting of feedlines by the Tenant, unless installedbyOwner, prior to or before completion of the install. All transmission lines are to be secured with factoryhoistgripsevery150' and secured to the tower or cable ladder with stainless steel and/or hot dippedgalvanizedhardware. Plastic wraps and/or bandit type hangers will not be accepted. FL01224-A-17 VoiceStream-master-colo.doc 12September11, 2003 Tenant Initial : Owner Initials: Site Name: Sanford General Tenant Site ID: E413G Tenant Site Name: Twin Lakes 3. Tenant must comply with any applicable instructions regarding any Site security system. a) Gates will remain closed at all times unless entering or exiting the premises. When leaving the shelter, ensure that all doors are locked and, if there is a security system, it is armed. b) Any tower elevator may be used only after receiving proper instruction on its use, signing a waiver andreceivingauthorizationfromtheOwner. c) This Agreement does not guarantee parking space. If space is available, park only in the designatedareas. Do not park so as to block any ingress or egress except as may be necessary to load or unloadequipment. Parking is for temporary use while working at the Site. d) Do not adjust or tamper with thermostats or HVAC systems. e) Access to the shelter roof is restricted to authorized maintenance personnel. FL01224-A-17 VoiceStream-master-colo.doc 13September11, 2003 Tenant Initials Owner Initials: LV ALLY-M-I I Site Name: Sanford EXHIBIT E Tenant Site ID: E413G Tenant Site Name: Twin Lakes DEED See attached General Warranty Deed FL01224-A-17 VoiceSlream-master-colo.doc 14 P— September 11, 2003 Tenant Initial Owner Initials: ESBAMI 387498.1 Sanford PREPARED BY AND RETURN TO: Thomas P. Hunt. Esquire Ounster, Yonkley, Valdes•Faull do Stewart, P.A. 777 S. Plagler Drive, Suite 500E West Palm Beach. FL 33401 Property Tax Polio M: Grantee's Social security t'1: nootmr tary Tax Pd. $ 04 , IntonClble Tax Pd. Varyanne Morse erk Seminole Qouaw 4c+ w cn CZn au c M --j p -n Y o p r r- T" o O rn CJl r' 4= GEC D r 1W THUS GENERAL WARRANTYDEED is made this LZday of Jaauary,1999, by BRIGHT STAR TOWER AND CONSULTING, INC., a Florida corporation, the mailing address of which is 4025 West Dan* Court, Winter Springs, Florida 32708 ("S1ma&') to SBA TOWERS, INC., a Florida corporation (""), the mailing address of which is One Town Center Road, Third Floor, Boca Raton, Florida 33486, Ann.: Jefiiey A. Stoops, Senior Vice President, Fax Number 561) 997-0343. WITNESSETH: GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10.00) and other goodw 3%p-L and valuable consideration, the receipt of which is hereby acknowledged, grants, bargains and sells e" to Grantee, its heirs and assigns forever, all of that certain real property, situate in Seminole County, Ix Florida as more particularly described on the attached E 'bit "A" , t s co TOGETHER wrmall hereditameats, appurtenances and improvements on the real property tif Vv, and all right, title and interest of Grantor, if any, in and to any and all riparian and littoral rights, any filled and bulkheaded land, accretions and all streets, roads, highways, easements, accesses and right-of-way appurtenant thereto, and all right, title and interest of Grantor in and to any and all covenants, restrictions and agreements benefiting the real property (collectively "per"). is TO HAVE AND TO HOLD the same in fee simple forever. 0 GRANTOR does hereby covenant with Grantee that, at the time of delivery of this Deed, theK Property was fi= from all encumbrances made by Grantor, and that Grantor will warrant and defends v the title to the same against the lawful claims of all persons whomsoever. m N W r*7 a turn for First American V.-Je Company iYlN, Summerlin At-clua Oria„o. FL 32801 M WITNESS WHEREOF, Grantor has executed these presents on the day and the year first above written. Signed, sealed and delivered in the presence of BRIGHT STAR TOWER AND CONSULTING, INC., a Florida corporation W By , to w o William F. Geisle rn J 6 "n 3 President z o n r r- m 0 c- c m va CORPORATE SEAL) in o STATE OF FLORIDA COUNTY OF MA 06 V The foregoing instrument was acknowledged before me this Iz 1'l'day of January,1999, by William F. Geisler, the President of Bright Star Tower and Consulting, Inc., a Florida corporation, on behalf of the corporation. The above -named individual p( is personally known to me or o has produced as identification. 397498.1 NOTARIAL SEAL) t EXHIBIT A Legal Description - Sanford From the Northeast corner of Block B, A.F.G. VEGETABLE TRACT, according to the plat thereof, as recorded in Plat Book 7, Page 14, of the Public Records of Seminole County, Florida. them nm North 89 degrees 03 minutes 00 seconds West; along the NOrth line of said Block B, 655.00 feet; thence run North 00 degrus 57 minutes 00 seooads East 69.43 fat to a point on the Southerly Right of Way line of Albright Road; thence nm South 47 degras 46 minutes 00 seconds Weft; slodg aid'd Southerly Right of Way line. 189.13 feet for a Point of Beginning; theca continue South 47 dogma 46 minutes 00 seconds West, along acid Southerly Right of Way. 54.42 fat to the Point of Curvature of a curve concave Southeasterly and having a radius of 328.68 feet; thence ma Southwesterly, along acid curve and along said Right of Way, line, 25.5•,61 feet through a central mgle of 39 dogma 19 minutes 41 seconds to the end of Albright Road a: shown on acid A.F.G^Vegetable tract; thence run due South 307.46 fat; thence run South 89 dogma 00 minutes 32 seconds .9m. parallel with the South line of acid Block B, .273.44 feet; thence run North 00 dogma 57 minutes 00 seconds East 541.68 feet; thence ma North 89 degrees 03 minutes 00 aeeonds Wat 137.91.feet to An Joint . of Beginning. • W n Cn wern zv er a i r r> o AO 1,11/17/2003 17:09 13217791756 SHERYL DENAN PAGE 02 Permit 00, a Job Address: Description of Work: CRY OF SANFORD rXRMR' AM-JCATJ0N Date: t Historic Dlatriet: Zaailog; Value of Worst: S-f2W Permit Type: Building )_ Electrical _,K_ Mecbrmical Plumbing Fire SPrinkler/Alum Pool Electrical: New Service — # of AMPS lea-aT AdditimWAluanIfion Cbaage of Service Temporary Pole Mechanical: Residential Non -Residential ReplaveMerrt New (Duct Layout & Energy Calc. Recimnd) T ;,fir Plumbing/ New Commercial: # of fbduaes # of Waller & Sewer Lines # of C:as Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Rosidential or Conuner W Occupancy Type: Residential Colutnercial IndusvW Total Square Footage: Construction Type: 0 of Storks: # of Dwelll ig Unib; Flood Zone: (YX form rsgafred for oti0er than X) Attach Proof otownerskip & Lra d lkacwlptloa) t Zir%S L r.T.aT11.s Ir/d/:fln!!.\Q:7>'ru no o. ...._-., h i • • G v 2 a Be.dmg c rapacy Address: Mortgaie Leader. _ NT Fax: Application is hersty made to o now a permit to do the work and inatallalioos as indicated. I certify that no work or installation has colunwIlmd prior to the issuance of a permit and tbat all work will be patfon, to moet standards of all laws mjWatlaQ construction in this joisdictim. 1 tutdastarld tbu a sepanrte 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 of the ime90ia6 information is accurate and that all wort will be done in compliance with all applicable laws regulating coostruction and aoninj 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. NOTICE: In addition to the requiromems of this permit, tbem may be additional restrictions applicable to this property that may be found in the public records of this oounry, and there may be additional permits required fmm other governmental eatities such as what Management districts, suer ageocies, or federal allencim that I will notify the l/ My Commimlon CC885223 taros Deoembar 13, 2003 Owner/Agent is v Personally Known to Me Or Produced ID APPLICATION APPROVED BY: Bldg: 1 4r Z Lorrhtg Initial) a Date) Special Conditions: of the require; YV r tf Flo dr Law, FS 713. T 11 Zc a silprtae I Date CC PJ Print C d m's Name Lyfo j Si jnfimre of Notary -Sue of I'lloridif Date qn"ti, Ann Marie Ackerman WCOMMISSION# DD199812 EXPIRES Conttw4or/Agent is jzeisonalry K r toNMI)trut ro 00 CEu+C Produced ID R " Initial a Date) Utilities: FD: lWdal a Date) Qnitial A Deft) 11/ 17/2003 MON 17:48 [TX/RX NO 92271 a 002 I Permit #: y- 1 \ Job Address; 1 201 CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: A CAR b9M9G M&OL ?W LMLAMad!- Historic District: Zoning: Value of Work: coo Permit Type: Building _ Electrical ) Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS *2 00 itio Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Requ' Plumbing/New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or ercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: MA form required for otter than X) Parcel M: 27 1 " 1 7 ^ b-63 -yt36 IfOo0y (Attach Proof of own i Owners Name & Address: f Phone: Contractor Name & Address:- ry 6' qd'0SD6_-ra7kZ4 33aii StsteLle! Num—t.7 C Phone & Fax, VA Bonding Company: Address: Mortgage Lender: Address: Architect/ gineer I Phone: Z 72 3 S 2 Address: i Fa:: -7Z% - % 7 1 - -I % O Application is hereby made to obtain a permit to do the work and installatio as in icat Flnify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet f all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIG WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing info Lion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning WARNING TO OWNER: YOUR F URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. NOTICE: In addition to the requirements of this pe there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits fired from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe i verificatio I w. notify the owner of the property of the requir a da L FS 7 lb` r i ture o er/A rgnah T of Con ctor/A enl Date l5 ' ,. i - Print Own g nt's Name Pri t Contractor/Agen ' arm Gz 1 / lg Y 3 Signature of Notarv•Stste of Florida Date i lure of Notary of Florida Date Legal Description) 7d%FoZ ' ts-';7- 1WiA-7 Contact Person: 9- pCnl- 7SE Phone: Ifk Y IEt6 srso Known to Me or Contractor/Agent is r..11yKnown tP.- 13)Fto "v 1QM8MEE J SAXM na MY ® _Produced ! D W.F.00MYCOMMISSION # DD153730 EXPIRES: October 24, 2005 EXPIRES: SEP 26, 2006 NI,,R ` eabrd TTxu Nasry Pubs UrWrrvnit,. Bonded through Advantage N 75 0,ning: iGi, ' ip.p.0.3 Utilities: F 9 9 Notary initial & Dale) ( Initial & Date) (Initial di: Date) m t Special Conditions: y OK +<- -1" I w.R i,o b 6e no OUs vn 0F ' g6 V'1C_ G 0L4,% A0r Wu. Pole. 7W_sJ aokll , Site ID: FL01224-A-17 Tenant Site ID: E413G S1 Nam Sanford Tenant Site Name: Twin Lakes ANTENNA SITE AGREEMENT t 7 1. Premises and Use. SBA Towers, Inc., a Florida corporation ("Owner") leas s tofe VoiceStream Tampa/Orlando, Inc., a I " corporation, Tenant"), the site described below: Tower antenna space; Ground space for placement of Pad or Shelter Shelter") for Tenant's base station equipment consisting of approximately 84 square feet; and space required for Tenant's cable ladders, cable runs and cable bridges to connect telecommunications equipment and antennas, in the location shown on Exhibit A, together with a non-exclusive easement for reasonable access thereto and to the appropriate, in the discretion of Tenant, source of electric and telephone facilities, (collectively, the "Site"). The Site will be used by Tenant for the purpose of installing, removing, replacing, modifying, maintaining and operating, at its expense, a telecommunications service system facility consisting of the antenna(s) and related equipment set forth on Exhibit B (the Equipment"). If Tenant desires to place equipment on the Site in addition to that listed on Exhibit B, Owner and Tenant will negotiate the placement of the additional equipment and the associated increased rent. The placement of substitution equipment in accordance with Section 9 shall not constitute additional equipment unless the same shall utilize additional space or capacity. Tenant will use the Site in a manner which will not unreasonably disturb the occupancy of Owner's other tenants. 2. Term. The "Initial Term" of this Agreement shall be seven (7) years beginning on the date set forth below ("Commencement Date") and terminating on the tenth anniversary of the Commencement Date. This Agreement will automatically renew for three (3) additional terms (each a "Renewal Term") of five (5) years each, unless Tenant provides notice of its intention not to renew not less than ninety (90) days prior to the expiration of the Initial Term or any Renewal Term. COMMENCEMENT DATE: The earlier of the date Tenant begins installation of its Equipment or expiration of the Free Rent Period as defined below. 3. Rent. Tenant shall be entitled to ninety (90) days free rent from the date this lease is executed by both parties ("Free Rent Period"). Tenant shall pay to Owner monthly rent ("Rent") in the amount of One Thousand Five Hundred and no/100 Dollars 1,500.00) due on the Commencement Date. The Rent will be increased (and due) on each anniversary of the Commencement Date (during the Initial and all Renewal Terms) by 3% of the rate in effect for the prior year. This Agreement shall be effective on the date last executed by the parties. 4. Security Deposit. Intentionally omitted. FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 5. Title and Quiet Possession. Owner represents and agrees (a) that it is in possession of the Site as fee owner; (b) that if applicable, Owner will provide to Tenant a copy of the Ground Lease as Exhibit "E" prior to the execution of this lease, with financial and other confidential terms redacted; (c) that it has the right to enter into this Agreement; (d) that the person signing this Agreement has the authority to sign; and e) that Tenant is entitled to the quiet possession of the Site subject to zoning and other requirements imposed by governmental authorities, any easements, restrictions, or encumbrances of record throughout the Initial Term and each Renewal Term so long as Tenant is not in default beyond the expiration of any cure period. Notwithstanding anything to the contrary contained in this Agreement, if the Site is subject to a Ground Lease, either party may terminate this Agreement without further liability upon the termination or expiration of Owner's right to possession of the Site under the Ground Lease. Owner will not do, attempt, permit or suffer anything to be done which could be construed to be a violation of the Ground Lease. This Agreement is subordinate to any mortgage or deed of trust now of record against the Site. Promptly after this Agreement is fully executed, if requested by Tenant, Owner will request the holder of any such mortgage or deed of trust to execute a non -disturbance agreement in a form provided by Tenant; and Owner will cooperate with Tenant at Tenant's sole expense toward such an end to the extent that such cooperation does not cause Owner additional financial liability. Tenant will not, directly or indirectly, on behalf of itself or any third party, communicate, negotiate, and/or contract with the lessor of the Ground Lease, unless Owner's rights under the Ground Lease have been terminated or Owner has given Tenant permission. 6. Assignment/Subletting. Tenant may not assign or transfer this Agreement without the consent of Owner, which consent will not be unreasonably withheld, delayed or conditioned. However, Tenant may assign without the Owner's prior written consent to any party controlling, controlled by or under common control with Tenant. Tenant may not sublease this Agreement. In no event will Tenant be relieved of any obligations or liability hereunder. 7. Access and Security. Tenant will have the reasonable right of access to the Tower where its equipment is located; provided that, Tenant must give Owner forty-eight (48) hours prior notice. Tenant will have unrestricted access twenty-four (24) hours a day seven (7) days a week to its Pad or Shelter. In the event of an emergency situation which poses an immediate threat of substantial harm or damage to persons and/or property (in clu ing the continued Tenant Initial Owner Initials: Site Name: Sanford o i@ratio of Tenant's telecommunications frquipmXQ which requires entry on the Tower, Tenant may enter same and take the actions that are required to protect individuals or personal property from the immediate threat of substantial harm or damage; provided that promptly after the emergency entry and in no event later than twenty-four (24) hours, Tenant gives telephonic and written notice to Owner of Tenant's entry onto the Site. 8. Notices. All notices must be in writing and are effective three (3) days after deposit in the U.S. mail, certified and postage prepaid, or upon receipt when sent via overnight delivery, to the address set forth below, or as otherwise provided by law. Tenant: T-Mobile USA, Inc. 12920 SE 381h Street Bellevue, WA 98006 Attn: PCS Lease Administrator With a Copy to: T-Mobile USA, Inc. 12920 SE 38th Street Bellevue, WA 98006 Attn: Legal Department And: - O I e C. V;'ceStrec— 4rl:74/0/W. 1292 t V/. M K7 $t S, ,-A., Ho0 Tw"`eA I 33 7 Attn: Gloria Yurcus Owner: SBA Towers, Inc. 5900 Broken Sound Parkway N.W 2nd Floor Boca Raton, FL 33487-2797 Attn: Site Administration Rental Payments: SBA Towers, Inc. P.O. Box 945752 Atlanta, GA 30394-5752 Attn: Accounts Receivable 9. Installation and Improvements. Prior to installing or allowing any Equipment to be installed at the Site or making any changes, modifications or alterations to such Equipment, Tenant, at its expense, will obtain all required approvals and will submit to Owner plans, specifications and proposed dates of the planned installation or other activity, for Owner's approval which approval will not be unreasonably withheld or delayed, including, if requested by Owner, a tower loading study and/or an intermodulation study performed and certified by an independent licensed professional engineer. The approved plans will be deemed incorporated into this Agreement. All installation of or other work on Tenant's equipment on the Tower will be at Tenant's FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Tenant Site ID: E413G Tenant Site Name: Twin Lakes sole expense and performed by an approved contractor of Owner or one of its affiliates or subsidiaries. Tenant shall have the option .to competitively bid the installation. Such competitive bid shall be commercially reasonable and shall be for the same scope of work, taking into account the same specific site conditions, as Owner's bid. Should the bid received by Tenant from a company other than the Owner or one of its affiliates or subsidiaries be less than Owner's bid for the same work, Owner has the right to match such lower bid and perform the installation. Should Owner not match the lower bid and the bid is from an Owner approved contractor and is within the guidelines specified above, Tenant will be entitled to use such contractor for the installation of Tenant's equipment at the Site. The cost of the installation itself and payment to any contractor(s) performing the installation is the sole responsibility of Tenant. All installations, operation and maintenance of Equipment must be in accordance with Owner's policies set forth in Exhibit D. Owner reserves the right to prohibit operation of any Equipment it reasonably deems to be improperly installed, unsafe or not included in the installation design plan. Owner agrees that Tenant may install, at Tenant's sole cost and expense as required for Tenant's Equipment, a backup generator to provide backup power in the event of a power outage at the Site. Owner agrees to cooperate with Tenant's reasonable requests, at Tenant's expense, with respect to obtaining any required zoning approvals for the Site and any improvements. Upon termination or expiration of this Agreement, Tenant shall within sixty (60) days of termination remove its Equipment and improvements and will restore the Site to the condition existing on the Commencement Date, except for ordinary wear and tear and insured casualty loss. If Tenant fails to remove its equipment as specified in the preceding sentence, Tenant's equipment will be subject to disconnection, removal, and disposal by Owner. If Tenant's Equipment remains on the Site after the termination or expiration date (even if it has been disconnected), Tenant will pay to Owner a hold -over fee equal to one hundred and fifty percent (150%) of the then -effective monthly rent, prorated from the effective date of termination to the date the Equipment is removed from the Site. Owner will have the right (but not the obligation) to disconnect and remove equipment from the Site. If, after sixty (60) days of termination, Owner disconnects and removes equipment, Tenant will pay to Owner upon demand one hundred and fifty percent 150%) of the disconnection, removal and storage expenses incurred by or on behalf of Owner. If the Equipment is not reclaimed by Tenant within sixty 60) days of its removal from the Site, Owner has the right to sell the Equipment and deduct therefrom any amounts due under this Agreement, returning the remainder to Tenant. Tenant will cooperate with Owner in rescheduling its trarismitting activiti s, Tenant Initials: Owner Initials: SBAE Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes rebucing power, or interrupting its activities for limited periods' f time in the event of an emergency or in any case where Tenant's equipment threatens the safety of human life and/or property. Owner shall immediately notify Tenant of such emergency. 10. Compliance with Laws. Tenant agrees to take the Site in strictly "as is" condition. Owner represents that the Site, its property contiguous thereto, and all improvements located thereon, are in substantial compliance with building, life/safety, disability and other laws, codes and regulations of applicable governmental authorities. Tenant will substantially comply with all applicable laws relating to its possession and use of the Site and its Equipment. Within sixty (60) days after execution of this Agreement, Tenant shall provide Owner with a copy of the FAA Determination of No Hazard which grants approval to Tenant's frequencies and power (ERP) to be used at the Site. Upon request by Owner, Tenant will produce satisfactory evidence that all equipment installed at the Site complies with federal regulations pertaining to radio -frequency radiation standards and is licensed with the FCC, if applicable. Owner accepts responsibility for the Site's compliance with all tower or building marking and lighting regulations promulgated by the Federal Aviation Administration FAA" or the Federal Communications Commission FCC," as applicable. Owner represents and warrants that the Site complies with all applicable tower or building marking or lighting regulations promulgated by the FAA or the FCC. Owner agrees that Tenant may install, at Tenant's sole cost and expense as required for Tenant's Equipment, a tower lighting alarm monitoring system (including, but not limited to, commercial power and a dedicated surveillance telephone line) to monitor the status of the tower/building lighting. Owner shall be solely responsible for reporting any lighting outages or malfunctions to the appropriate governmental authorities. Tenant's installation of such tower/building lighting alarm monitoring system will not relieve Owner of its primary responsibility for compliance with all applicable tower or building marking and lighting requirements. 11. Insurance. Tenant will procure and maintain a public liability policy, with limits of not less than 1,000,000 for bodily injury, $1,000,000 for property damage, $2,000,000 aggregate, which minimum Owner may require adjusting, within acceptable industry standards, at each renewal term, with a certificate of insurance to be furnished to Owner within thirty (30) days of execution of this Agreement and prior to performing any work. Such policy will provide that cancellation will not occur without at least fifteen (15) days prior written notice to Owner. Tenant will cause Owner to be named as an additional insured on such policy. 12. Interference. Tenant understands that it is the intent of Owner to accommodate as many users as FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 possible and that Owner may rent space to any other entity or person(s) desiring its facilities. Tenant shall not cause, by its transmitter or other activities, including the addition of any equipment at a future date, interference to Owner or other tenants that have previously commenced rental payments. Tenant shall provide Owner with a list of frequencies to be used at the Site prior to putting said frequencies into operation. If interference occurs which involves Tenant, Owner may require that an intermodulation study be conducted at Tenant's cost. If Owner reasonably determines that the interference is the responsibility of Tenant, Owner will notify Tenant and Tenant shall have five (5) business days from date of notice to correct the interference and if not corrected, Tenant shall cease, and Owner shall have all rights to any legal means necessary including injunctive relief and self help remedies to cause Tenant to cease transmission, except for intermittent testing for the purpose of correcting the interference. If interference cannot be corrected within sixty (60) calendar days from Tenant's receipt of Owner's notice, then Owner may terminate this Agreement without further obligations to Tenant. Further, if Owner determines that another tenant at the Site is causing interference to Tenant and the interference is not corrected within sixty (60) days from Owner's determination, and such interference precludes Tenant from using the Site for its intended purpose, Tenant may terminate this Agreement. Owner will require substantially similar interference language as outlined in this paragraph in all future Tenant Agreements related to this Site. 13. Utilities. Tenant will pay for all utilities used by it at the Site and Tenant will install its own electric meter. Tenant will be responsible directly to the appropriate utility companies for all utilities required for Tenant's use of the Site. However, Owner agrees to cooperate with Tenant, at Tenant's expense, in its efforts to obtain utilities from any location provided by the Owner or the servicing utility. Temporary interruption in the power provided by the facilities will not render Owner liable in any respect for damages to either person or property nor relieve Tenant from fulfillment of any covenant or agreement hereof. If any of Tenant's communications Equipment fails because of loss of any electrical power, and the restoration of the electrical power is within the reasonable control of Owner, Owner will use reasonable diligence to immediately restore the electrical power, but will have no claim for damages on account of an interruption in electrical service occasioned thereby or resulting therefrom. 14. Relocation Right. If determined necessary by Owner to relocate the tower, Owner will have the right to relocate the telecommunications facility of Tenant, or any part thereof, to an alternate tower location (Relocation Site) on Owner's property; provided, however, that such relocation will (1) be at Owner's sole cost and expense, (2) be performed Tenant Initial Owner Initials: SBAIM Site Name: Sanford 1 e,4clusi%, y, by Tenant or its agents, (3) nol 6nreaso 'ably result in any interruption of the communications service provided by Tenant on Owner's property, and (4) not impair, or in any manner alter, the quality of communications service provided by Tenant on and from Owner's property. Owner will exercise its relocation right by delivering written notice to Tenant. In the notice, Owner will propose an alternate site on Owner's property to which Tenant may relocate its Equipment. Tenant will have ninety (90) days from the date it receives the Notice to evaluate Owner's proposed relocation site, during which period Tenant will have the right to conduct tests to determine the technological feasibility of the proposed relocation site. If Tenant disapproves such relocation site, then Owner may thereafter propose another relocation site by notice to Tenant in the manner set forth above. Tenant's disapproval of a relocation site must be reasonable. Tenant will have a period of ninety (90) days after completion of the Relocation Site to relocate (at Owner's expense) its Equipment to the Relocation Site. Owner and Tenant hereby agree that the Relocation Site (including the access and utility right of way) may be surveyed by a licensed surveyor at the sole cost of Owner, and such survey will then supplement Exhibit A and become a part hereof. 15. Termination by Tenant. Tenant may terminate this Agreement at any time by notice to Owner without further liability if (i) Owner fails to have proper possession of the Site or authority to enter into this Agreement; or (ii) Tenant does not obtain, after making diligent efforts, all permits or other approvals collectively, "approval") required from any governmental authority or any easements required from any third party to operate the telecommunications system facility, or if any such approval is canceled, expires, is withdrawn or terminated by such governmental authority or third party following Tenant's diligent efforts to maintain such approval; or (iii) during any and all Renewal Terms, Tenant provides Owner one hundred eighty 180) days prior written notice if the Site becomes unacceptable to Tenant from a technological standpoint, including signal deficiency. 16. Default. If the Rent or other amount due hereunder is not paid in accordance with the terms hereof, Tenant will pay interest on the past due amounts at the lesser of (i) the rate of one and one- half percent (1.5%) per month, or (ii) the maximum interest rate permitted by applicable law. If either party is in default under this Agreement for a period of (a) ten (10) business days following receipt of notice from the non -defaulting party with respect to a default which may be cured solely by the payment of money, or (b) thirty (30) days following receipt of notice from the non -defaulting party with respect to a default which may not be cured solely by the payment of money, then, in either event, the non- FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Tenant Site ID: E413G Tenant Site Name: Twin Lakes defaulting party may pursue any remedies available to it against the defaulting party under applicable law, including, but not limited to, the right to terminate this Agreement. If the non -monetary default may not reasonably be cured within a thirty (30) day period, this Agreement may not be terminated if the defaulting party commences action to cure the default within such thirty (30) day period and proceeds with due diligence to fully cure the default. 17. Taxes. Tenant shall pay all taxes, including, without limitation, sales, use and excise taxes, and all fees, assessments and any other cost or expense now or hereafter imposed by any government authority directly in connection with Tenant's payments to Owner, Tenant's Equipment or Tenant's use of the Site. In addition, Tenant shall pay that portion, if any, of the personal property taxes or other taxes attributable to Tenant's Equipment. Tenant shall pay as additional rent any increase in real estate taxes levied against the Site and Tenant's Equipment directly attributable to the Tenant's use and occupancy of the Site. Payment shall be made by Tenant within thirty (30) days after presentation of receipted bill and/or assessment notice which is the basis for the demand. 18. Indemnity. Owner and Tenant each indemnifies the other against and holds the other harmless from any and all costs (including reasonable attorneys' fees and costs) and claims of liability or loss which arise out of the use and/or occupancy of the Site by the indemnifying party including, without limitation, any damage occurring outside of the Site. This indemnity does not apply to any claims arising from the gross negligence or intentional misconduct of the indemnified party. Except for its own acts of gross negligence or intentional misconduct, Owner will have no liability for any loss or damage due to personal injury or death, property damage, loss of revenues due to discontinuance of operations at the Site, libel or slander, or imperfect or unsatisfactory communications experienced by the Tenant for any reason whatsoever. 19. Hazardous Substances. Owner represents that it has no knowledge of any substance, chemical or waste (collectively, "substance") on the Site that is identified as hazardous, toxic or dangerous in any applicable federal, state or local law or regulation. Tenant or Owner will not introduce or use any such substance on the Site in violation of any applicable law, or permit any discharge or release of such substance on the Site. In addition, the parties agrees to indemnify, defend and hold harmless each other, their officers, partners, successors and assigns from and against any and all debts, liens, claims, causes of action, administrative orders and notices, costs including, without limitation, response and/or remedial costs), personal injuries, losses, attorneys' fees, damages, liabilities, demands, interest, fines, penalties and expenses, consultants' fees aDo Tenant Initial Owner Initials: t__..® Site Name: Sanford e pense ;, • court costs and all other out-of-pocket expenses, suffered or incurred by the indemnified party as a result any Breach of the hazardous substance provision. 20. Liens. Tenant will not permit any mechanics, materialman's or other liens to stand against the Site for any labor or material furnished the Tenant in connection with work of any character performed on the Site by or at the direction of the Tenant. In the event that any notice of lien will be filed or given, Tenant will, within thirty (30) days after the date of filing cause the same to be released or discharged by either payment, deposit, or bond. Owner will be indemnified by Tenant from and against any losses, damages, costs, expenses, fees or penalties suffered or incurred by Owner on account of the filing of the claim or lien. 21. Casualty or Condemnation. In the event of any damage, destruction or condemnation of the Site, or any part thereof, not caused by Tenant that renders the Site unusable or inoperable, Owner will have the right, but not the obligation, to provide an alternate location, whether on the same Site or another Site, or to terminate this Agreement within thirty (30) days after the damage, destruction or condemnation. If Owner does not terminate this Agreement: (i) the rent payable hereunder will be reduced or abated in proportion to the actual reduction or abatement of use of the Site by Tenant; and (ii) Owner will make any necessary repairs to the Site caused by the damage or destruction and will be entitled to use any and all insurance proceeds to pay for any repairs. In the event Owner has not proceeded to repair, replace or rebuild the Site within sixty (60) days after the damage or destruction, after giving thirty (30) days written notice and Owner's failure to comply within that time frame, then Tenant may terminate this Agreement. Owner will in no event be liable to Tenant for any damage to or loss of Tenant's Equipment, or loss or damage sustained by reason of any business interruption suffered by reason of any act of God, by Tenant's act or omission, or Tenant's violation of any of the terms, covenants or conditions of this Agreement, (unless caused solely by Owner's intentional misconduct or gross negligence). The terms and conditions of this Section 21 shall survive the termination of this Lease. Owner acknowledges that Tenant may have certain emergency procedures that Tenant may desire to implement, including the temporary location of a cell on wheels on the Site, in the event of a casualty. To the extent possible, Owner will cooperate with Tenant in Tenant's implementation of its emergency responses as the same may exist from time to time. 22. Confidentiality. Tenant agrees not to discuss publicly, advertise, nor publish in any newspaper, journal, periodical, magazine, or other form of mass media, the terms or conditions of this Agreement or the underlying Ground Lease. Doing so shall FL01224-A-17 VoiceStream-master-colo.doc September 11, 2063 Tenant Site ID: E413G Tenant Site Name: Twin Lakes constitute a default under this Agreement immediately. It is agreeable that Tenant will not discuss terms and conditions with any of its competitors. 23. Bankruptcy and Insolvency. Owner and Tenant agree that this Agreement constitutes a lease of non-residential real property for the purposes of 11 U.S.C. § 365 (d) (4) or any such successor provision. 24. Miscellaneous. (a) This Agreement applies to and binds the heirs, successors, executors, administrators and assigns of the parties to this Agreement; (b) This Agreement is governed by the laws of the State in which the Site is located; (c) If requested by Tenant, Owner agrees to promptly execute and deliver to Tenant a recordable Memorandum of this Agreement in the form of Exhibit C; (d) This Agreement (including the Exhibits) constitutes the entire Agreement between the parties and supersedes all prior written and verbal agreements, representations, promises or understandings between the parties. Any amendments to this Agreement must be in writing and executed by both parties; (e) If any provision of this Agreement is invalid or unenforceable with respect to any party, the remainder of this Agreement or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, will not be affected and each provision of this Agreement will be valid and enforceable to the fullest extent permitted by law; f) The prevailing party in any action or proceeding in court or mutually agreed upon arbitration proceeding to enforce the terms of this Agreement is entitled to receive its reasonable attorneys' fees and other reasonable enforcement costs and expenses from the non -prevailing party; (g) Failure or delay on the part of Tenant or Owner to exercise any right, power, or privilege hereunder will not operate as a waiver thereof; waiver -of a breach of any provision hereof under any circumstances will not constitute a waiver of any subsequent breach of the provision, or of a breach of any other provision of this Agreement; and h) Tenant agrees and acknowledges that, in conjunction with other broadcast entities which may transmit from the Site, if necessary due to FCC RF emission standards and upon reasonable notice, Tenant shall reasonably cooperate with Owner in an effort to prevent possible overexposure of worker to RF radiation. The following Exhibits are attached to and made a part of this Agreement: Exhibit "A" (Site Description), B" (Antenna and Equipment List), "C" (Memorandum of Antenna Site Agreement), "D" (Minimum Installation, Occupancy... ), and "E" (Ground Lease). Tenant Initial,Owner Initials: Site Name: Sanford , Tenant Site ID: E413G Tenant Site Name: Twin Lakes TENANT: VOICESTREAM TAMPA/ORLANDO, INC. By: Bryan Fleming Title: Regional Director of Engineering and Operations Date: I 30 A!)J Witness: TENANT NO ARY BLO& STATE OF Fed Tax ID: 91-1983600 Address: 31 W 41 Lr- 'Tr, B k j'L Bellevue, WA 980065— i Pc.(f 3 fo07 Witne COUNTY OF _ f It,.I- s g o ,e c, y c—N The foregoing instrument was acknowledged before me this 3& day of _ Z 6Pre H 8,9 A , 2003, byBryanFleming, Regional Director of Engineering and Operations of VoiceStream Tampa/Orlando, Inc., a 4qe4da. corporation, who personally known to me or produced s identification. (Jt lG ,crC NOTARIAL SEAL C.u OFFICI NOTARY IGN TURE) YP 4i Gloria J. Yurms NOTARY PUBLIC —STATE OF r° = ComimisriOn IrDD 023300 Expires June 17, 2005 M i'p1f ssbHoezBonded Thin Ycomm' i$'c Boadiug Co., Inc. OWNER: SBA TOWERS, INC. By: Ja n Silberstein Title: Vice President, Pro erty Management Date: — — 03 Witness: ZA . 0 I OWNER NOTARY BLOCK: STATE OF FLORIDA The foregoing instrument was acknowledged Jason Silberstein, Vice President, Property personally known to me. NAME OF NOTARY) COMMISSION NUMBER: Fed Tax ID: 65-0754577 Address: 5900 Broken Sound Parkway N.W. COUNTY OF PALM BEACH before me this -1 day of V toe (-- , 2003, by Management of SBA Towers, Inc., a lorida moration who is NOTARIAL SEAL PPbr 4, TiffanySKseY, W commla m o0203631 or Expires May 19, 2007 My commission expires: O I L TLIC—STATE RY SI ATURE) NOTARY P OF FLORIDA NAME OF NOTARY) COMMISSION NUMBER: FL01224-A- 17 VoiceStream-master-colo.doc 6 Tenant Initials Owner Initials: September 11, 2003 Ll SBAIE Site ID: FL01224-A-17 site Name." Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes ADDENDUM WHEREAS, Owner and Tenant desire to supplement the Antenna Site Agreement ("ASA") as provided herein. WHEREAS, Owner and Tenant agree that all provisions contained herein shall take precedent over and supercede any conflicting provision contained in the ASA but that all remaining conditions of the Antenna Site Agreement shall remain in full force and effect. 1. Paragraph 15 of the Antenna Site Agreement is hereby amended and the following sentence shall be added to the end of the provision: Tenant shall pay Owner Two Thousand and No/100 Dollars ($2,000.00) for Owner to have a structural analysis performed for the Site. In the event said structural analysis fails, Owner may, at it's sole cost and expense, elect to perform any recommended modifications to the tower to accommodate Tenant's equipment. If Owner declines to modify the tower, Tenant may terminate this Antenna Site Agreement. IN WITNESS WHEREOF, the parties have executed this Addendum under seal as of the date set forth below. OWNER: SBA PROPERTIES, INC. By: ason Silberstein Its. Vice Presid nt, Property Management Date: z — ` — ( 3 TENANT: VoiceStream ampa/Orlando, Inc. By: Bryan Fleming Its: Regional Director of Engineering and Operations Date: 3 l tr,'sseci gy % FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 6b Tenant Initial Owner Initials: t S IM Site Name: Sanford r 1• Tenant Site ID: E413G Tenant Site Name: Twin Lakes Site located at: Legal Description: Latitude: 280 47' 57.85" FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 EXHIBIT A SITE DESCRIPTION 1201 Albright Road, situated in the City of Sanford, County of Seminole, State of Florida 32771 See attached Exhibit A-1 Longitude: 81 ° 18' 1.61 " 7 Tenant Initials Owner Initials: SBA® EXHIBIT Leased Area Legal U?scrio i:li LEASE AREA AN that trod or parcel of land Ilia ti Saetlan 15, Township 19 South. Range 26 East U*s Ca 1 Fte a treeing snare particularly as l". - the for tM A tJeCoast Line Railroad of the orth oint of Intervactlan of the West t— oty On Ms Atwater Rood; thence North 89.0713' West said North right—of—way One far way Me a distance of 216.62 feet to o point thence North 0T0'SY47' East a distance of VIIA5 Net to a point thence North 69'09'S0' West a distance, of &00 Net to the Point of 8ogining: thence North 00'52' 47' East a dlstorms of 3MOO feet to a point thence South tl9'09'S9' East a distance of 36.34 lost to a point thence South 00'S0'Ot' West a distance of 30.00 Net to a point (hams North 89'OWW West a distance of 3636 feet to the Polnt.of Beginning. Containing 1.090 square feet or M025 acre mare or less. INGRESS/EGRESS EASEMENT AN that trad or pored of land lying in Section 15. Township 19 South. Range 25 East, Lake Qmmtlr. Florida. being more particularly described as foilowt Commene" at the point of intereecOm of the West right—of—way Me for lM Atlantic Cocet Line Rairood at the Nash right—of—way Tina for Atwater Road: thence North 89'07'13' Worst Bong sold North right—of— way line a distance of 216.62 feet to the Point of Beginning: thence continue North 69'0T13' Wort a distance of 20.00 Net to a point thence North 00'S747' East a distance of 121.83 feet to a point thence South 89'09'S9' East a distance of 1500 feet to a point thence South 00'5Y 47' West a distance of 30.00 lost to a point thence South 89'09'S9' East a distance of &00 feet to a point thence Swth 00'5Y47' Weet a distance of 91.55 feet to the Point of Begiwdog. Containing Z287 pugs Net of 0.053 we man or lace 10' UTILITY EASEMENT NI that text or parcel of land lying in Section 15, Township 19 South. Range 26 East. lake County. Flaldo. being more particularly described as follows: Commencing at the point of intersection of the West right—of—way line for the Atlantic Coast Une Rained at the North -right—of—way line for Atwater Rood: thence North li9'07'13' Wort dong =0 North right—of— way line a distance of 202.19 feet to the Point of Beginning: thence continue North 69'07'13' West o distance of 10.00 fat to a point thence North OW5WOl' East a distance of 91.85 feet N a point thence South 09'09'59' East a distance of 10.00 feet to a point thence South 00'W 01' West a distance of 91.35 foot to the Point of Beginning. Containing 919 square fat of 0.021 oars more or loss. Site Name: Sanford i t EXHIBIT B ANTENNA AND EQUIPMENT LIST Antenna(s): Quantity: Six (6) Type: Panel Manufacturer: Comsat Model: PCSX-065-18-02 Length: 65" (5' 5') Weight: 13.2 lbs. Mounting: Base of the antenna: Approximately 157' height level Centerline of the antenna: Approximately 160' height level Tip of the antenna: Approximately 163' height level Orientation: 00, 1200 & 2400 Downtilt: 20 Cable: Number of Lines: Twelve (12) Type: Eupen Size: 1 5/8" Dish: N/A GPS Receiver: N/A Ground Space Requirements: Approximately 84 square feet Tenant provided Shelter: Pad Dimensions: 12' x 7' Type Shelter: Concrete Pad Transmitter: Quantity: Up to Twelve (12) Manufacturer: Nokia Model: TRXE Power Output (Watts): 20 Watts Transmitter Cabinet: Quantity: Two (2) radio cabs Manufacturer: Nokia Model: Ultrasite Dimensions: 67.4" x 29.5" x 30.0" Weight: 770 lbs. Frequencies: Transmit: 1930 —1945 MHz Receive: 1850 —1865 MHz ERP: 1600 Transmitter Operating Power: 59.6 dBm Tenant Site ID: E413G Tenant Site Name: Twin Lakes FL01224-A-17 VoiceStream-master-colo.doc 8 Tenant Initial Owner Initials: September 11, 2003if SBAE Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes EXHIBIT C MEMORANDUM OF ANTENNA SITE AGREEMENT FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Tenant Initi 4 Owner Initials: SIBAE Site Name: Sanford Tenant Site ID: E413G Tenant Site Name: Twin Lakes After recording return to: STATE OF FLORIDA COUNTY OF SEMINOLE NOT FOR EXECUTION MEMORANDUM OF ANTENNA SITE AGREEMENT This memorandum evidences that a lease was made and entered into by written ANTENNA SITE AGREEMENTdatedbetweenSBATowers, Inc., a Florida corporation, "Owner" and VoiceStream Tampa/Orlando, Inc., a Florida corporation, "Tenant," the terms and conditions of which are incorporated herein byreference. Such Agreement provides in part that Owner leases to Tenant a ground space area consisting of approximately 8412' x T) square feet at that certain site "Site" located at 1201 Albright Road, City of Sanford, County of Seminole, State of Florida 32771, within the property of or under the control of Owner which is described in Exhibit A attached hereto, with grant of easement for unrestricted rights of access thereto and to electric and telephone facilities for atermoften (10) years commencing on , which term is subject to three (3) additional five5) year extension periods by Tenant. IN WITNESS WHEREOF, the parties have executed this Memorandum as of the day and year first above written. TENANT: VOICESTREAM TAMPA/ORLANDO, INC. By: Bryan Fleming Title: Regional Director of Engineering and Operations Tax ID: 91-1983600 Address: 12920 SE 38"' Street Bellevue, WA 98006 Date: FL01224-A-17 VoiceStream-master-colo.doc September 11, 2003 Witness: Print Name: Witness: Print Name: 10 Tenant Initials; Owner Initials: 0 1 BAE 4v . "" Tenant Site ID: E413GSiteName: Sanford Tenant Site Name: Twin Lakes MEMORANDUM OF ANTENNA SITE AGREEMENT CONTINUED TENANT NOTARY BLOCK: STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 2003, by BryanFlemingRegionalDirectorofEngineeringandOperationsofVoiceStreamTampa/Orlando, Inc., a Florida corporation, who is personally known to me or produced as identification. NOTARIAL SEAL (OFFICIAL NOTARY SIGNATURE) NOTARY PUBLIC —STATE OF My commission expires: (NAME OF NOTARY) NOT FOR t°IUER: OWNER: SBA TOWERS, INC. By: Jason Silberstein Title: Vice President, Property Management Tax ID: 65-0754577 Address: 5900 Broken Sound Parkway N.W. 2"d Floor Boca Raton, FL 33487-2797 Date: OWNER NOTARY BLOCK: STATE OF FLORIDA Witness: Print Name: Witness: Print Name: COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of , 2003, by Jason Silberstein, Vice President, Property Management of SBA Towers, Inc., a Florida corporation, who is personallyknowntome. NOTARY PUBLIC - STATE OF FLORIDA My commission expires: Printed Name of Notary FL01224-A-17 VoiceStream-master-colo.doc 11 Tenant Initials Owner Initials: September 11, 2003 4 ]z 5BAa Tenant Site ID: E413GSiteName: Sanford Tenant Site Name: Twin Lakes EXHIBIT D MINIMUM SITE INSTALLATION, OCCUPANCY AND MAINTENANCE REQUIREMENTS AND SPECIFICATIONS Pre -Installation Standards 1. Prior to installation, Tenant must provide Owner with complete plans for approval, including list of proposedequipmentandsubcontractors. No work may be performed until approval has been given and all criteria have beenmet. All equipment must be placed in approved locations only, and Owner must approve any changes before theinstallationbegins. The Owner or its representative shall have the right to be on site during any work on the Site. Owner to provide price quote for installation services based on Tenant's scope of work. Installation 2) (a) The following minimum protective devices must be properly installed: 1) Lightning arrestors in feedline at wall feedthru ports (SBA multi -tenant buildings). (PCS providers installjumperstoextend/connect to cabinet like enclosures). 2) Surge protectors in any AC & phone line circuit. 3) Transmitter RF shielding. (Must be in place during operation) 4) Isolator/harmonic filter. (Must be in place during operation) 5) Duplexer or cavity bandpass filter. (Must be in place during operation) b) All equipment, including transmitters, duplexers, isolators and multicouplers, must be housed in a metalcabinetorrackmounted. No control stations or inverted transmit/receive frequency pairs are allowed onrepeatersites. c) All transmission lines entering the shelter must be 1/2" Heliax/Wellflex or better via a wall feedthru plateandmustterminateinaproperlyinstalledlightningarrestorwithanIDtagonbothendsoftheline. d) Solid outer shield cable such as Superflex or Heliax/Weliflex must be used for all intercabling outside thecabinet. Under no circumstances will the use of foil shielded or braided RF cable (e.g.; RGB) be permittedoutsidethecabinetexceptforRG-6 quad shield cable installed on satellite receive only systems. e) All antenna, power and phone cables will be routed and properly suoported to the base station in a neat manner using routes provided for that purpose. Tenant will provide individual Transient (SAD) surgeprotectiontoeachcircuitused. All phone lines will have (SAD) transient surge protection installed. All wiring and installation will be by means of clamping or strapping and in no event will any members or otherpartsofthetowerbedrilled, welded, punched or otherwise mutilated or altered. f ) All Tenants are to obtain power from the power panel and/or AC receptacle provided for their specific use. g) All outside RF equipment cabinets must be grounded to the site ground system using #2 solid tinned wirewithcadweld, silver solder connections, or 2 hole lugs with Burndy type compression fittings. All inside RF equipment cabinets must be grounded to the site ground system using #2, or #6 green jacketed strandedwirewithsilversolderconnections, or 2 hole lugs with Burndy type compression fittings. h) All antenna lines will be electrically bonded to the tower at the antenna and at the bottom of the tower usinggroundingkitsinstalledpermanufacturerspecificationsandallantennabracketsmustbepre -approved. All antenna lines entering the Site will have COAX center pin lightning protection installed within two feet from the entry port and grounded to master ground bar in the Site ground system. i) All equipment cabinets will be identified with a typed label under plastic on which the Tenant's name, address, 24 hour phone number, call sign, and frequencies will be inscribed, in addition to a copy ofTenant's FCC license. j) Monitor speakers will be disabled except when maintenance is being performed. All antenna lines will be tagged within 12 inches of the termination of the feeder cable at both ends, at the entrance to the building, at repeater or base station cabinet, and at the multicoupler/combiner ports. k) All ferrous metals located outside of the building or on the tower will be either stainless steel or hot dipped galvanized, not plated. Painted towers will require the painting of feedlines by the Tenant, unless installed by Owner, prior to or before completion of the install. All transmission lines are to be secured with factoryhoistgripsevery150' and secured to the tower or cable ladder with stainless steel and/or hot dipped galvanized hardware. Plastic wraps and/or bandit type hangers will not be accepted. FL01224-A-17 VaceStream-master-colo.doc 12 Tenant Initial4 m er Initials: September 11, 2003P_ Site Name: Sanford T beneral Tenant Site ID: E413G Tenant Site Name: Twin Lakes 3. Tenant must comply with any applicable instructions regarding any Site security system. a) Gates will remain closed at all times unless entering or exiting the premises. When leaving the shelter, ensure that all doors are locked and, if there is a security system, it is armed. b) Any tower elevator may be used only after receiving proper instruction on its use, signing a waiver andreceivingauthorizationfromtheOwner. c) This Agreement does not guarantee parking space. If space is available, park only in the designatedareas. Do not park so as to block any ingress or egress except as may be necessary to load or unloadequipment. Parking is for temporary use while working at the Site. d) Do not adjust or tamper with thermostats or HVAC systems. e) Access to the shelter roof is restricted to authorized maintenance personnel. FL01224-A-17 VoiceSlream-master-colo.doc 13 Tenant Initials Owner Initials: September 11, 2003 -P SBAE v V w. rLV ILLY-N-i/ Site Name: Sanford EXHIBIT E Tenant Site ID: E413G Tenant Site Name: Twin Lakes DEED See attached General Warranty Deed FL01224-A-17 VoiceStream-master-colo.doc 14 Tenant Initial Owner Initials: September 11, 2003 SBAC 387498.1 Sanford PREPARED BY AND RETURN TO: Thomas P. Hunt, Esquire Gunter, Moakley, Valdes•Fauli do Stewart, P.A. 777 S. Flagler Drive, Suite 500E west Palm Beach, FL 33401 Property Tax Folio M: omatee's social security #I: FL- Qocurwntary Tax Pa i C OA • Intangible Tax Pd. Varyanne Morse erk Seminole Qoua4f Eks 44 N rn X 0 r- m n 0 n r- THUS GENERAL WARRAN77DEED is made this LZday of January,1999, by BRIGHT STAR TOWER AND CONSULTING, INC., a Florida corporation, the mailing address of which is 4025 West Danby Court, Winter Springs, Florida 32708 to SBA TOWERS, INC., a Florida corporation (""), the mailing address of which is One Town Center Road, Third Floor, Boca Raton, Florida 33486, Atta.: Jeffrey A. Stoops, Senior Vice President, Fax Number 561) 997-0343. W Zn v w we CD-n o-" n A rn c v MCD rncn WITNESSETH: V,c 1-11M GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10.00) and other goodw and valuable consideration, the receipt of which is hereby acknowledged, grants, bargains and sells ! T, i to Grantee, its heirs and assigns forever, all ofthat certain real property, situate in Seminole County, I-);,sz Florida as more particularly described on the attached Exhibit "A" . cv `c s a o cyCA TOGETHER iWUTHall hereditements, appurtenances and improvements on the real property and all right, tide and interest of Grantor, if any, in and to any and all riparian and littoral rights, any filled and bulldmded land, accretions and all streets, roads, highways, easements, accesses and right-of-way appurtenant thereto, and all right, title and interest of Grantor in and to any and all covenants, restrictions and agreements benefiting the real property (collectively lftpW). co TO HAVEAND TO HOLD the same in fee simple forever. ca GRANTOR does hereby covenant with Grantee that, at the time of delivery of this Deed, the" c Property was free from all encumbrances made by Grantor, and that Grantor will warrant and defends t p the title to the same against the lawful claims of all persons whomsoever. = mIr ro w a eturll for First American Ti;1e Company %X . ; ; el N. Summerlin koua Ori:in„o, FL 32801 r r l n r i IN WITNESS WHEREOF, Grantor has executed these presents on the day and the year first above written. Signed, sealed and delivered in the presence of STATE OF FLORIDA COUNTY OF 01tA069 BRIGHT STAR TOWER AND CONSULTING, INC., a Florida corporation w BycDnUl w o F. Geisle 3 6-n President C5cn v c CORPORATE SEAL) O n CA The foregoing instrument was acknowledged before me this Iz 1'l'day of January,1999, by William F. Geisler, the President of Bright Star Tower and Consulting, Inc., a Florida corporation, on behalf of the corporation. The above -named individual P( is personally known to me or o has produced as identification. NOTARIAL SEAL) 387498.1 z EXHIBIT A Legal Description — Sanford From the Northeast cower of Block B. A.F.G. VEGETABLE TRACT, according to the plat thereof, as recorded In Plat Book 7. Page 14, of the Public Records of Seminole County. Florida. thence tun North 89 degrees 03 minutes 00 seconds Went, along the North line of said Block B. 655.00 feet; thence nun North 00 degrees 57 minutes 00 seconds East 69.43 feet to a point on the Southerly Right of Way line of Albright Road; thence tun South 47 degrees 46 minutes 00 seconds Weft; alodg said Southerly Right of Way line, 189.13 feet for a Point of Beginning; thence -continue South 47 degrees 46 minutes 00 seconds West. along add Southerly Right of Way. 54.42 feet to the Point of Curvature of a curve oaacave Southeasterly and having a radius of 328.68 feet; A ence tun Southwesterly, along said curve and along said Right of Way, Up, 29,61 feet thropgh a central angle of 39 degrees 19 minutes 41 seconds to the end of Albright Road as shown on acid A.F.G^Vegetable tract; thence run due South 307.46 feet; thence run South 89 degrees 00 minutes 32 seconds But, parallel with the South line of said Block B, .273.44 feet; thence nun North 00 degrees 57 minutes 00 seconds East 541.68 feet; thence run North 89 degrees 03 minutes 00 seconds. West 137.91. W to.tbe.Polut . of Beginning. r 1• Y A rn v SBA Sanford Client Site Name Site I.D. Address Tower I.D. Proposed Clients Proposed Equipment Analysis Result Structural Analysis Report SBA Network Services Inc. Sanford FL01224-A Sanford, Florida 240 ft Guyed Tower T-Mobile 6) Comsat PCSX-065-18-02 @ 160' 12) - 1 5/8 Coax @ 160' Tower Structure Meets T1A/EIA-222-F Standard Requirements Refer to Recommendations) October 10, 2003 PREPARED BY: STERLING ENGINEERING AND DESIGN GROUP, LTD 7171 HWY6, Suite 130, HOUSTON, TEXAS 281) 583 7088 (P) (281) 583 5495 (F) Sterling Engineering and Design Group, LTD Project # 061-246 Page 1 SBA Sanford Recommendations This tower will meet TIA/EIA 222-F standard requirements only with the removal of the abandoned antennas and coax cables as follows: 2 - 1 5/8" feed lines & 2 - DB809 Omnis at 240' 1 — 7/8" feeder line & 1 — DB809 Omni at 240' The current analysis of the tower is based on the loading without considering above mentioned antennas and coax cables. Sterling Engineering and Design Group, LTD Project # 061-246 Page 2 240.0 R 222.5 R 220.0 R 2.9p HNI z 183.2 R 100.0 R Nil LI 160.0 i! 1400 0 _ 1225n III— 120.0I } 1 000R 80. 0 R 80. 0 R M_ L40. 0 R 4 20. 0 R 5. OR _ 8 0. 0 R 0 0 4751 lb— 121383 lb (Axial) 88 lb-R (Torque) S 3 2 rn LL u 3 R- 150.00 R- 15o.00 R PLAN APPURTENANCES R= 150.00 R L TYPE ELEVATION I TYPE ELEVATION DB810K 240 2) PCSXO85-1B-2 180 PGINOF- 0090-011 240 2) PCSX0W18-2 180 DB809K- YP Omni (39Q6') _ _ 240 2) PC_SXOWIS-2 160 135 DB809K-YP Omni (31A28) 240 (2) AP18-1900/063D DB810K 230 2) API 8-1900/063D 135 4) DB646HI05ESX 200 2) AP18-1900 MD 135 4) DBB46H 105ESX 200 3) APL199016 120 4) DB846H 105ESX 200 3) APL199016 120 PGlNOF- 0090-011 170 3)APL199016 120 PG1 NOF-0090-011 _ _ 170 MATERIAL STRENGTH TOWER DESIGN NOTES 1. Tower designed for a 100 mph basic wind in accordance with the TIA/EIA-222-F Standard. 2. Tower is also designed for a 30 mph basic wind with 0.25 in ice. 3. Deflections are based upon a 50 mph wind. 4. TOWER RATING: 97.8% 584811b 1 B! R- 150.00 R Sterling Engineering 7171 Highway 6 North, Ste 130 Houston, TX Phone:( 281) 583-7088 FAX: 281 583-5495 240 ft Guyed Tower ems°: FLO1224-A Sanford, FL C9a1d. SBA Network Services D` —by-ADB AM Cods' TIA/EIA-222-F Dae:10/14/03 Scale: NITS Path: Dwo No- E-1 0 ERl Tower Sterling Engineering Job 240 ft Guy Tower Page 1 of 25 Project Date 7171 Highway 6 North, Ste 130 FI-01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX. 81 583 5495 Tower Input Data The main tower is a 3x guyed tower with an overall height of 240.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 3.42 ft at the top and 0.50 ft at the base. This tower is designed using the TIA/E]A-222-F standard. The following design criteria apply: Basic wind speed of 100 mph. Nominal ice thickness of 0.2500 in. J Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 F. Deflections calculated using a wind speed of 50 mph. Pressures are calculated at each section. Safety factor used in guy design is 2. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads and feedline supports are not considered Options J J J J Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Enforce All Offsets Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KLr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Ann Areas SR Members Have Cut Ends Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Consider Feedline Torque SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 2 of 25 Project Date 7171 Highway 6 North. Ste 130 FL01224-A, Sanford 09:43:0510/10/03 CIIeM Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX: 81 583 5495 Wind 180 a T7 299 A Wind 90 Leg LZFace C y6 Wind 0 Comer & Starmount Guyed To ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 3 of 25 Project Data 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX: 81 583 5495 Ir 41 Guy C Tower Section Geometry Wind 180 Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections Tl 240.00-220.00 h 3.42 1 20.00 T2 220.00-200.00 3.42 1 20.00 T3 200.00-180.00 3.42 1 20.00 T4 180.00-160.00 3.42 1 20.00 T5 160.00-140.00 3.42 1 20.00 T6 140.00-120.00 3.42 1 20.00 T7 120.00-100.00 3.42 1 20.00 T8 100.00-80.00 3.42 1 20.00 T9 80.00-60.00 3.42 1 20.00 T10 60.00-40.00 3.42 1 20.00 TI 1 40.00-20.00 3.42 1 20.00 T12 20.00-5.00 3.42 1 15.00 T13 5.00-0.00 3.42 1 5.00 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page4 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX. 81 583 5495 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 Ji jt Panels in in Tl 240.00-220.00 2.50 K Brace Left No No 0.0000 0.0000 T2 220.00-200.00 2.50 K Brace Left No No 0.0000 0.0000 T3 200.00-180.00 2.50 K Brace Left No No 0.0000 0.0000 T4 180.00-160.00 2.50 K Brace Left No No 0.0000 0.0000 T5 160.00-140.00 2.50 K Brace Left No No 0.0000 0.0000 T6 140.00-120.00 2.50 K Brace Left No No 0.0000 0.0000 T7 120.00-100.00 2.50 K Brace Left No No 0.0000 0.0000 T8 100.00-80.00 2.50 K Brace Left No No 0.0000 0.0000 7'9 80.00-60.00 2.50 K Brace Left No No 0.0000 0.0000 T10 60.00-40.00 2.50 K Brace Left No No 0.0000 0.0000 Tl 1 40.00-20.00 2.50 K Brace Left No No 0.0000 0.0000 T12 20.00-5.00 2.50 K Brace Left No No 0.0000 0.0000 T13 5.00-0.00 2.50 K Brace Left No No 0.0000 0.0000 Tower Section Geometry (cont'd) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade h Tl 240.00-220.00 Pipe ROHN 2.5 X-STR A572-50 Pipe P1.5x.058 A572-50 50 ksi) 50 ksi) T2 220.00-200.00 Pipe ROHN 2.5 X-STR A572-50 Pipe P1.5x.058 A572-50 50 ksi) 50 ksi) T3 200.00-180.00 Pipe ROHN 3 X-STR A572-50 Pipe P1.5x.058 A572-50 50 ksi) 50 ksi) T4 180.00-160.00 Pipe ROHN 3 X-STR A572-50 Pipe PLUMB A572-50 50 ksi) 50 ksi) T5 160.00-140.00 Pipe ROHN 3 X-STR A572-50 Pipe PI.5x.058 A572-50 50 ksi) 50 ksi) T6 140.00-120.00 Pipe ROHN 3 X-STR A572-50 Pipe P1.5x.058 A572-50 50 ksi) 50 ksi) T7 120.00-100.00 Pipe ROHN 3 X-STR A572-50 Pipe PLU.058 A572-50 50 ksi) 50 ksi) T8 100.00-80.00 Pipe ROHN 3 X-STR A572-50 Pipe PLUM& A572-50 50 ksi) 50 ksi) T9 80.00-60.00 Pipe ROHN 3 X-STR A572-50 Pipe P1.5x.058 A572-50 50 ksi) 50 ksi) T10 60.00.40.00 Pipe ROHN 3 X-STR A572-50 Pipe P1.5x.058 A572-50 50 ksi) 50 ksi) Tl 1 40.00-20.00 Pipe ROHN 3 X-STR A572-50 Pipe PLUMB A572-50 50 ksi) 50 ksi) T12 20.00-5.00 Pipe ROHN 3 X-STR A572-50 Pipe P1.5x.058 A572-50 50 ksi) 50 ksi) T13 5.00-0.00 Pipe ROHN 3 X-STR A572-50 Pipe PI.5x.058 A572-50 50 ksi) 50 ksi) Tower Section Geometry (cont'd) Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade It ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 5 of 25 Project Data 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX. 81 583 3495 Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft Tl 240.00-220.00 Pipe PI.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) T2 220.00-200.00 Pipe PI.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) T3 200.00-180.00 Pipe PI.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) T4 180.00-160.00 Pipe PI.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) T5 160.00-140,00 Pipe PLUMB A572-50 Flat Bar A36 50 ksi) 36 ksi) T6 140.00-120.00 Pipe PI.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) T7 120.00-100.00 Pipe PI.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) T8 100.00-80.00 Pipe PI.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) T9 80.00-60.00 Pipe PLUMB A572-50 Flat Bar A36 50 ksi) 36 ksi) T10 60.0040.00 Pipe P1.5x.058 A572-50 Flat Bar A36 50 ksi) 36 ksi) Tl 1 40.00-20.00 Pipe PLUMB A572-50 Flat Bar A36 50 ksi) 36 ksi) T12 20.00-5.00 Pipe PLUMB A572-50 Flat Bar A36 50 ksi) 36 ksi) T13 5.00-0.00 Pipe PLUMB A572-50 Flat Bar A36 50 ksi) 36 ksi) Tower Section Geometry (cont'd) Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Doable Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt per face) A, Spacing Spacing Diagonals Horizontals fl 7fr in in in T1240.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 220.00 36 ksi) T2 220.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 200.00 36 ksi) T3 200.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 180.00 36 ksi) T4180.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 160.00 36 ksi) T5160.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 140.00 36 ksi) T6140.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 120.00 36 ksi) T7120.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 100.00 36 ksi) T8100.00- 0.00 0.0000 A36 1 1 1 36.0000 36.0000 80.00 36 ksi) T'9 80.00-60.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36 ksi) T1060.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 40.00 36 ksi) TI140.00- 0.00 0.0000 A36 I 1 1 36.0000 36.0000 20.00 36 ksi) T12 20.00-5.00 0.00 0.0000 A36 I 1 1 36.0000 36.0000 U ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 6 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX. 81 583 5495 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. WeightMull Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt per face) A, Spacing Spacing Diagonals Horizontals ft fe in in in 36 ksi) T13 5.00-0.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36 ksi) Tower Section Geometry (contrd) K Factors Tower Calc Calc Legs X K Single Girts Horiz. Inner Truss Truss Elevation K K Bruce Bruce Diags Brace Leg Leg Single Solid Diags Diags X Z Angles Rounds X X X X X X Brace Brace J1 Y Y Y Y Y Y T1240. 00- No No I 1 1 1 1 1 1 0.5 0.85 220. 00 1 1 1 1 1 1 T2 220.00- No No I 1 1 I I 1 1 0.5 0.85 200. 00 1 1 1 1 1 1 T3 200.00- No No 1 1 I I 1 1 1 0.5 0.85 180. 00 1 1 1 1 1 1 T4180. 00- No No 1 1 1 I 1 I 1 0.5 0.85 160. 00 1 1 1 1 1 1 T5160. 00- No No 1 1 1 I I 1 1 0.5 0.85 140. 00 1 1 1 1 1 1 T6140. 00- No No 1 1 I I I 1 1 0.5 0.85 120. 00 1 1 1 1 1 1 T7120. 00- No No I 1 I 1 1 1 1 0.5 0.85 100. 00 1 1 1 1 1 1 T8100. 00- No No 1 1 I 1 I 1 1 0.5 0.85 80. 00 1 1 1 1 1 1 T9 80.00-60.00 No No 1 1 I 1 1 1 I 0.5 0.85 T10 60.00- No No 1 1 1 1 1 1 1 1 1 1 1 1 1 0.5 0.85 40. 00 1 1 1 1 1 1 T1140. 00- No No 1 I I 1 1 1 1 0.5 0.85 20. 00 1 1 1 1 1 1 T12 20.00-5.00 No No 1 I 1 I 1 1 1 0.5 0.85 T13 5.00-0.00 No No 1 I 1 1 1 I 1 1 1 1 1 1 1 0.5 0.85 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 factorin the out -of --plane direction applied to the overall length. Tower Section Geometry (contid) Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in I in I in T1240. 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 0.75 220. 00 T2 220.00- 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 0.75 200. 00 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 7 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services FAX. 81 583 5495FAX: Tower Elevation jt Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T3 200.00- 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 T4180.00- 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 T5160.00- 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 T6140.00- 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 T7120.00- 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 T8100.00- 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 T9 80.00-60.00 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 T1060.00- 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 T1140.00- 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 T12 20.00-5.00 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 T13 5.00-0.00 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 Guy Data Guy Guy Guy Initial Guy Guy L. Anchor Anchor Anchor End Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fitting Adj. Efficiency Jt b ksi plf Jt jt deg It 222.5 EHS A 3/4 5830.00 10% 19000 1.155 267.02 150.00 0.0000 0.00 100% B 3/4 5830.00 10% 19000 1.155 267.02 150.00 0.0000 0.00 100% C 3/4 5830.00 10% 19000 1.155 267.02 150.00 0.0000 0.00 1000/0 183.22 EHS A 3/4 5830.00 100/9 19000 1.155 235.36 150.00 0.0000 0.00 1009/0 B 3/4 5830.00 10% 19000 1.155 235.36 150.00 0.0000 0.00 1000/0 C 3/4 5830.00 10% 19000 1.155 235.36 150.00 0.0000 0.00 1000/0 122.5 EHS A 9/16 3500.00 100/0 21000 0.671 192.01 150.00 0.0000 0.00 1000/0 B 9/16 3500.00 100/9 21000 0.671 192.01 150.00 0.0000 0.00 1000/0 C 9/16 3500.00 100/9 21000 0.671 192.01 150.00 0.0000 0.00 1000/0 60 EHS A 1/2 2690.00 100/0 21000 0.517 159.59 150.00 0.0000 0.00 1000/0 B 1 /2 2690.00 10% 21000 0.517 159.59 150.00 0.0000 0.00 1000/0 C 1 /2 2690.00 100/9 21000 0.517 159.59 150.00 0.0000 0.00 100% Guy Data(cont'd) Guy Mount Torque -Arm Torque -Arm Torque Arm Torque -Arm Torque -Arm Torque -Arm Size Elevation Type Spread Leg Angle Style Grade Type jt 222.5 Torque Arm 6.83 0.0000 Channel A36 Channel CI5x33.9 36 ksi) 183.22 Torque Arm 6.83 0.0000 Channel A36 Channel C1503.9 36 ksi) 122.5 Torque Arm 6.83 0.0000 Channel A36 Channel C 12x20.7 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 8 of 25 Project Date 7171 Highway 6 North, Ste I30 FL01224A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX: 8I 583 5495 Guy Mount Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Size Elevation Type Spread Leg Angle Style Grade Type jt deg 36 ksi) 60 Strap Guy Data (cont'd) Guy Diagonal Diagonal Upper Diagonal Lower Diagonal Is Pull -Off Pull -Off Type Pull -Off Size Elevation Grade Type Size Size Strap. Grade jt 222.50 A572-50 Solid Round A572-50 Flat Bar 50 ksi) 50 ksi) 183.22 A572-50 Solid Round A572-50 Flat Bar 50 ksi) 50 ksi) 122.50 A572-50 Solid Round A572-50 Flat Bar 50 ksi) 50 ksi) 60.00 A572-50 Solid Round No A36 Flat Bar 3xl 50 ksi) 36 ksi) Guy Data (cont'd) Guy Cable Cable Cable Cable Tower Tower. Tower Tower Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D jt lb lb lb lb jt Jl jt jt 222.5 308.41 308,41 308.41 6.92 6.92 6.92 183,22 271.84 271.84 271.84 5.39 5.39 5.39 122.5 128.84 128.84 128.84 3.50 3.50 3.50 60 82.51 82.51 82.51 2.44 2.44 2.44 Guy Data (cont'd) Torque Arm Pull Off Diagonal Guy Calc Calc K. Ky K Ky K. Ky Elevation K K Ji Single Solid Angles Rounds 222.5 No No 1 1 1 1 1 1 183.22 No No 1 1 1 I 1 1 122.5 No No 1 1 1 I 1 1 60 No No 1 I 1 1 Guy Data (cont'd) Guy Torque -Arm Pull Off Diagonal Bolt Site Number Net Width U Bolt Size Number Net Width U Bolt Site Number Net Width U Elevation in Deduct in Deduct in Deduct ft in in in 222.5 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 9 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 383 7088 SBA Network Services ASMFAX: 81 583 5495 Guy Torque Arm Pull Off Diagonal Bolt Size Number Net Width U Bolt Size Number Net Width U Bolt Size Number Net Width U Elevation in Deduct in Deduct in Deduct ft in in in 183.22 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 122.5 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 60 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N Guy Pressures Guy Guy z q, q. Ice Elevation Location Ice Thickness jt jt psj psj in 222.5 A 111.25 36 3 0.2500 B 111.25 36 3 0.2500 C 111.25 36 3 0.2500 183.22 A 91.61 34 3 0.2500 B 91.61 34 3 0.2500 C 91.61 34 3 0.2500 122.5 A 61.25 31 3 0.2500 B 61.25 31 3 0.2500 C 61.25 31 3 0.2500 60 A 30.00 26 2 0.2500 B 30.00 26 2 0.2500 C 30.00 26 2 0.2500 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight Shield Type Number Per Row Spacing Diameter jt in in in ply" LDF5-50A (7/8 FOAM) A Yes Ar (CfAe) 170.00 - 0.00 1 1 1.5000 1.0900 0.33 Pagenet) LDF5-50A (7/8 FOAM) B Yes At (CfAe) 170.00 - 0.00 1 1 1.5000 1.0900 0.33 Pa6enel) LDF5-50A (7/8 FOAM) C Yes At (CfAe) 230.00 - 0.00 1 1 1.5000 1.0900 0.33 Pagenet) LDF6-50A (I-1/4 C Yes Ar (CfAe) 240.00 - 0.00 1 1 1.5500 1.5500 0.66 FOAM) (Pagenet) LDF5-50A (7/8 FOAM) A Yes At (CfAe) 240.00 - 0.00 1 1 1.5000 1.0900 0.33 Gabriel Wireless) LDF7-50A (1-5/8 A Yes At (CfAe) 200.00 - 0.00 4 2 1.9800 1.9800 0.82 FOAM) (Nextel) LDF7-50A (1-5/8 B Yes At (CfAe) 200.00 - 0.00 4 2 1.9800 1.9800 0.82 FOAM) (Nextel) LDF7-50A (1-5/8 C Yes Ar (CfAe) 200.00 - 0.00 4 2 1.9800 1.9800 0.82 FOAM) (Nextel) LDF7-50A (1-5/8 A Yes At (CfAe) 135.00 - 0.00 2 2 1.9800 1.9800 0.82 FOAM) (Sprint) LDF7-50A (1-5/8 B Yes At (CfAe) 135.00 - 0.00 2 2 1.9800 1.9800 0.82 FOAM) (Sprint) LDF7-50A (1-5/8 C Yes At (CfAe) 135.00 - 0.00 2 2 1.9800 L9800 0.82 FOAM) (Sprint) LDF7-50A (1-5/8 A Yes Ar (CfAe) 120.00 - 0.00 3 2 1.9800 1.9800 0.82 FOAM) (Verizon) ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 10 of 25 Project Date 7171 Highway 6 North, Ste 130 FLO1224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX: 81 583 5495 Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight Shield Type Number Per Row Spacing Diameter jt in in in pl LDF7-50A (1-518 B Yes At (CfAe) 120.00 - 0.00 3 2 1.9800 1.9800 0.82 FOAM) (Verizon) LDF7-50A (1-5/8 C Yes At (CfAe) 120.00 - 0.00 3 2 1.9800 1.9800 0.82 FOAM) (Verizon) LDF5-50A (7/8 FOAM) A Yes At (CfAe) 240.00 - 0.00 1 1 1.5000 1.0900 0.33 Verizon) LDF7-50A (1-5/8 B Yes At (CfAe) 240.00 - 0.00 1 1 1.9800 1.9800 0.82 FOAM) (Verizon) LDF7-50A (1-5/8 A Yes At (CfAe) 160.00 - 0.00 4 2 1.9800 1.9800 0.82 FOAM) (T-Mobile) LDF7-50A (1-5/8 B Yes At (CfAe) 160.00 - 0.00 4 2 1.9800 1.9800 0.82 FOAM) (T-Mobile) LDF7-50A (1-5/8 C Yes At (CfAe) 160.00 - 0.00 4 2 1.9800 1.9800 0.82 FOAM) (T-Mobile) Feed Line/Linear Appurtenances Section Areas Tower Tower Face An AF CAAA C,+AA Weight Section Elevation n Face Out Face It It' It' 1l' It' lb Tl 240.00-220.00 A 3.633 0.000 0.000 0.000 13.20 B 3.300 0.000 0.000 0.000 16.40 C 3.492 0.000 0.000 0.000 16.50 T2 220.00-200.00 A 3.633 0.000 0.000 0.000 13.20 B 3.300 0.000 0.000 0.000 16.40 C 4.400 0.000 0.000 0.000 19.80 T3 200.00-180.00 A 10.233 0.000 0.000 0.000 78.80 B 9.900 0.000 0.000 0.000 82.00 C 11.000 0.000 0.000 0.000 85.40 T4 180.00-160.00 A 11.142 0.000 0.000 0.000 82.10 B 10.808 0.000 0.000 0.000 85.30 C 11.000 0.000 0.000 0.000 85.40 T5 160.00-140.00 A 18.650 0.000 0.000 0.000 151.00 B 18.317 0.000 0.000 0.000 154.20 C 17.600 0.000 0.000 0.000 151.00 T6 140.00-120.00 A 23.600 0.000 0.000 0.000 175.60 B 23.267 0.000 0.000 0.000 178.80 C 22.550 0.000 0.000 0.000 175.60 17 120.00-100.00 A 31.850 0.000 0.000 0.000 233.00 B 31.517 0.000 0.000 0.000 236.20 C 30.800 0.000 0.000 0.000 233.00 T8 100.00-80.00 A 31.850 0.000 0.000 0.000 233.00 B 31.517 0.000 0.000 0.000 236.20 C 30.800 0.000 0.000 0.000 233.00 T9 80.00-60.00 A 31.850 0.000 0.000 0.000 233.00 B 31.517 0.000 0.000 0.000 236.20 C 30.800 0.000 0.000 0.000 233.00 T10 60.00-40.00 A 31.850 0.0w 0.000 0.000 233.00 B 31.517 0.0w 0.000 0.000 236.20 C 30.800 0.000 0.000 0.000 233.00 Tll 40.00-20.00 A 31.850 0.000 0.000 0.000 233.00 B 31.517 0.000 0.000 0.000 236.20 C 30.800 0.000 0.000 0.000 233.00 T12 20.00-5.00 A 23.887 0.000 0.000 0.000 174.75 B 23.637 0.000 0.000 0.000 177.15 C 23.100 0.000 0.000 0.000 174.75 T13 5.00-0.00 A 7.962 0.000 0.000 0.000 58.25 B 7.879 0.000 0.000 0.000 59.05 C 7.700 0.000 0.000 0.000 58.25 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 11 of 25 Project Date 7171 Highway 6 North, Ste 130 FLO1224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASM FAX. 81583 5495 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA C,y4.4 Weight Section Elevation Thickness In Face Out Face jt in jt, jr, jt' Jl' lb Tl 240.00-220.00 A 0.250 5.300 0.000 0.000 0.000 29.57 B 4.133 0.000 0.000 0.000 30.02 C 4.742 0.000 0.000 0.000 31.59 T2 220.00-200.00 A 0.250 5.300 0.000 0.000 0.000 29.57 B 4.133 0.000 0.000 0.000 30.02 C 6.067 0.000 0.000 0.000 38.98 T3 200.00-180.00 A 0.250 13.567 0.000 0.000 0.000 149.66 B 12.400 0.000 0.000 0.000 150.11 C 14.333 0.000 0.000 0.000 159.07 T4 180.00-160.00 A 0.250 14.892 0.000 0.000 0.000 157.05 B 13.725 0.000 0.000 0.000 157.50 C 14.333 0.000 0.000 0,000 159.07 T5 160.00-140.00 A 0.250 24.483 0.000 0.000 0.000 284.54 B 23.317 0,000 0.000 0,000 284.99 C 22.600 0.000 0.000 0.000 279.16 T6 140.00-120.00 A 0,250 30.683 0.000 0.000 0.000 329.57 B 29.517 0.000 0.000 0.000 330.02 C 28.800 0.000 0.000 0.000 324.19 T7 120.00-100.00 A 0.250 41.017 0.000 0,000 0.000 434.65 B 39,850 0.000 0.000 0.000 435.)0 C 39.133 0.000 0.000 0.000 429.27 T8 100.00-80.00 A 0.250 41.017 0.000 0.000 0.000 434.65 B 39.850 0.000 0.000 0.000 435.10 C 39.133 0.000 0.000 0.000 429.27 T9 80.00-60.00 A 0.250 41.017 0.000 0.000 0.000 434.65 B 39.850 0.000 0.000 0.000 435.10 C 39.133 0.000 0.000 0.000 429.27 T10 60.00-40.00 A 0.250 41.017 0.000 0.000 0.000 434.65 B 39.850 0.000 0.000 0.000 435.10 C 39.133 0.000 0.000 0.000 429.27 T11 40.00-20.00 A 0.250 41.017 0.000 0.000 0.000 434.65 B 39.850 0.000 0,000 0.000 435.10 C 39,133 0.000 0.000 0.000 429.27 T12 20.00-5.00 A 0.250 30.763 0.000 0.000 0.000 325.98 B 29.888 0.000 0.000 0.000 326.32 C 29.350 0.000 0.000 0.000 321.95 T13 5.00-0.00 A 0.250 10.254 0.000 0.000 0.000 108.66 B 9.963 0.000 0.000 0.000 108.77 C 9.783 0.000 0.000 0.000 107.32 Feed Line Shielding Section Elevation Face AR AR AF AF Ice Ice jt f? jt' jf, f? TI 240.00-220.00 A 0.248 0.482 0.000 0,000 B 0.225 0,376 0.000 0.000 C 0.238 0.431 0,000 0.000 T2 220.00-200.00 A 0.248 0.482 0.000 0.000 B 0.225 0.376 0.000 0.000 C 0.300 0.552 0.000 0.000 T3 200.00-180.00 A 0.698 1.234 0.000 0.000 B 0.675 1.128 0.000 0.000 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 12 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX. 281 583 5495 Section Elevation Face AR AN AF AF ke Ice Jt fe fe r1i fe C 0.750 1.303 0.000 0.000 T4 180.00-160.00 A 0.760 1.354 0.0w 0.0w B 0.737 1.248 0.0w 0.000 C 0.750 1.303 0.000 0.0w T5 160.00-140.00 A 1.272 2.226 0.0w 0.000 B 1.249 2.120 0.0w 0.0w C 1.200 2.055 0.0w 0.000 T6 140.00-120.00 A 1.610 2.790 0.000 0.000 B 1.587 2.684 0.000 0.000 C 1.538 2.619 0.0w 0.0w T7 120.00-100.00 A 2.172 3.730 0.0w 0.0w B 2.150 3.624 0.0w 0.000 C 2.101 3.559 0.0w 0.000 T8 100.00-80.00 A 2.172 3.730 0.0w 0.0w B 2.150 3.624 0.0w 0.0w C 2.101 3.559 0.0w 0.0w T9 80.00-60.00 A 2.172 3.730 0.000 0.000 B 2.150 3.624 0.000 0.000 C 2.101 3.559 0.000 0.000 T10 60.00.40.00 A 1.973 3.388 0.398 0.570 B 1.953 3.292 0.394 0.553 C 1.908 3.233 0.385 0.544 Tl 1 40.00-20.00 A 2.172 3.730 0.000 0.000 B 2.150 3.624 0.000 0.000 C 2.101 3.559 0.000 0.000 T12 20.00-5.00 A 1.679 2.883 0.000 0.000 B 1.661 2.801 0.000 0.000 C 1.624 2.751 0.000 0.000 T13 5.00-0.00 A 0.901 1.547 0.000 0.000 B 0.892 1.503 0.000 0.000 C 0.871 1.476 0.000 0.000 Discrete Tower Loads Description Face Offset Wseu: Azimuth Placement C,v4A CAA Weight or Leg Type Hoe Adjustment Front Side Lateral Vert Jt deg h jP Il, lb PGINOF-0090-011 A From Face 5.00 0.0000 170.00 No Ice 1.36 1.36 7.50 0.00 1/2" Ice 2.16 2.16 18.38 0.00 1" Ice 2.98 2.98 34.34 2" Ice 3.96 3.96 82.11 4" Ice 6.00 6.00 245.33 PGINOF-0090-011 B From Face 5.00 0.0000 170.00 No Ice 1.36 1.36 7.50 0.00 12" Ice 2.16 2.16 18.38 0.00 1" Ice 2.98 2.98 34.34 2" Ice 3.96 3.96 82.11 4" Ice 6.00 6.00 245.33 DB810K C From Face 5.00 0.0000 230.00 No Ice 4.08 4.08 35.00 0.00 12" Ice 5.73 5.73 65.18 0.00 1" Ice 7.41 7.41 105.73 2" Ice 10.81 10.81 218.53 4" Ice 15.96 15.96 575.22 DB810K B From Face 5.00 0.0000 240.00 No Ice 4.08 4.08 35.00 0.00 12" Ice 5.73 5.73 65.18 0.00 1" Ice 7.41 7.41 105.73 ERI Tower Sterling Engineering J°b 240 ft Guy Tower Page 13 of 25 Project Date 7171 Highway 6 North, Ste 130 FLO1224-A, Sanford 09:43:0510/10/03 client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX815835495 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Leg Type Harz Adjustment Front Side Lateral Vert jt deg ft Je jr' lb 2" Ice 10.81 10.81 218.53 4" Ice 15.96 15.96 575.22 PG INOF-0090-011 C From Face 5.00 0.0000 240.00 No Ice 1.36 1.36 7.50 0.00 12" Ice 2.16 2.16 18.38 0.00 1" Ice 2.98 2.98 34.34 2" ice 3.96 3.96 82.11 4" Ice 6.00 6.00 245.33 4) DB846H105ESX A From Face 5.00 0.0000 200.00 No Ice 17.36 6.16 25.00 0.00 1/2" Ice 17.99 6.62 112.98 0.00 1" Ice 18.63 7.09 207.97 2" Ice 19.94 8.11 419.80 4" Ice 22.66 10.40 936.24 4) DB846H 105ESX B From Face 5.00 0.0000 200.00 No Ice 17.36 6.16 25.00 0.00 12" ice 17.99 6.62 112.98 0.00 1" Ice 18.63 7.09 207.97 2" Ice 19.94 8.11 419.80 4" Ice 22.66 10.40 936.24 4) D138461-1 105ESX C From Face 5.00 0.0000 200.00 No Ice 17.36 6.16 25.00 0.00 12" Ice 17.99 6.62 112.98 0.00 1" Ice 18.63 7.09 207.97 2" Ice 19.94 8.11 419.80 4" ice 22.66 10.40 936.24 DB809K-YP Omni (3"x26) C From Face 5.00 0.0000 240.00 No Ice 7.50 7.90 31.00 0.00 1/2" Ice 10.43 10.43 87.00 0.00 1" ice 13.08 13.08 159.33 2" ice 18.43 18.43 353.64 4" Ice 29.33 29.33 945.06 DB809K-YP Omni (3"x26') B From Face 5.00 0.0000 240.00 No Ice 7.50 7.80 31.00 0.00 12" Ice 10.43 10.43 87.00 0.00 1" Ice 13.08 13.08 159.33 2" Ice 18.43 18.43 353.64 4" Ice 29.33 29.33 945.06 2) PCSX065-18-2 A From Face 5.00 0.0000 160.00 No Ice 4.75 4.72 38.75 0.00 1/2" Ice 5.31 5.87 78.92 0.00 1" ice 5.83 6.72 130.26 2" Ice 6.88 8.48 257.22 4" Ice 9.19 12.18 642.58 2) PCSX065-18-2 B From Face 5.00 0.0000 160.00 No Ice 4.75 4.72 38.75 0.00 12" Ice 5.31 5.87 78.92 0.00 1" Ice 5.83 6.72 130.26 2" Ice 6.88 8.48 257.22 4" ice 9.19 12.18 642.58 2) PCSX065-19-2 C From Face 5.00 0.0000 160.00 No Ice 4.75 4.72 38.75 0.00 12" Ice 5.31 5.87 78.92 0.00 1" Ice 5.83 6.72 130.26 2" ice 6.88 8.48 257.22 4" Ice 9.19 12.18 642.58 3) APL199016 A From Face 5.00 0.0000 120.00 No Ice 3.00 3.00 10.00 0.00 12" Ice 3.75 3.75 13.00 0.00 1" Ice 4.50 4.50 16.00 2" Ice 6.00 6.00 22.00 4" Ice 9.00 9.00 34.00 3) APL199016 B From Face 5.00 0.0000 120.00 No Ice 3.00 3.00 10.00 0.00 12" Ice 3.75 3.75 13.00 0.00 1" Ice 4.50 4.50 16.00 2" ice 6.00 6.00 22.00 4" ice 9.00 9.00 34.00 3) APL199016 C From Face 5.00 0.0000 120.00 No Ice 3.00 3.00 10.00 0.00 12" Ice 3.75 3.75 13.00 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 14 of 25 Project Date 7171 Highway 6 North. Ste /30 FLO1224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (28I) 583 7088 SBA Network Services ASM1 JFAX. 81 583 5495 1 Description Face Offset O,Qaeu: Azimuth Placement CAA CAAA Weight or Leg Type Hon Adjustment Front Side Lateral Vert t deg jt I? fe lb 0.00 1" Ice 4.50 4.50 16.00 2" Ice 6.00 6.00 22.00 4" Ice 9.00 9.00 34.00 2) AP18-1900/063D A From Face 5.00 0.0000 135.00 No Ice 3.15 1.00 10.10 0.00 1/2" Ice 3.48 1.50 24.84 0.00 1" ice 3.83 1.82 43.60 2" Ice 4.62 2.46 93.94 4" Ice 6.32 3.85 251.42 2) AP 18- 1900/063D B From Face 5.00 0.0000 135.00 No Ice 3.15 1.00 10.10 0.00 1/2"Ice 3.48 1.50 24.84 0.00 1" ice 3.83 1.82 43.60 2" Ice 4.62 2.46 93.94 4" Ice 6.32 3.85 251.42 2) APIS-1900/063D C From Face 5.00 0.0000 135.00 No Ice 3.16 1.00 10.10 0.00 1/2lce 3.49 1.50 24.84 0.00 1" Ice 3.83 1.82 43.60 2" Ice 4.62 2.46 93.94 4" Ice 6.32 3.85 251.42 Guy Design Data: Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T T. S.F. S.F. jt lb b lb lb Tl 222.50 (A) 3/4 EHS 5830.00 58299.92 13569.10 29150.00 2.000 4.297 375) 222.50 (A) 3/4 EHS 5830.00 58299.92 13107.50 29150.00 2.000 4,448 376) 222.50 (B) 3/4 EHS 5830.00 58299.92 10205.60 29150.00 2.000 5.713 371) 222.50 (B) 3/4 EHS 5830.00 58299,92 11015.60 29150.00 2.000 5.292 372) 222.50 (C) 3/4 EHS 5830.00 58299.92 12301.20 29150.00 2.000 4.739 367) 222.50 (C) 3/4 EHS 5830.00 58299.92 12835.20 29150.00 2.000 4.542 368) T3 183.22 (A) 3/4 EHS 5830.00 58299.92 14504.50 29150.00 2.000 4.019 387) 183.22 (A) 3/4 EHS 5830.00 58299.92 14332.90 29150,00 2.000 4.068 388) 183.22 (B) 3/4 EHS 5830.00 58299.92 10949.50 29150.00 2.000 5.324 383) 183.22 (B) 3/4 EHS 5830.00 58299.92 11494,10 29150.00 2.000 5.072 384) 183.22 (C) 3/4 EHS 5830.00 58299.92 13466.40 29150.00 2.000 4.329 379) 183.22 (C) 3/4 EHS 5830.00 58299.92 13747.90 29150.00 2.000 4.241 380) T6 122.50 (A) 9/16 EHS 3500.00 35000.04 9954.88 17500.00 2.000 3.516 399) 122.50 (A) 9/16 EHS 3500.00 35000.04 9923.53 17500.00 2.000 3.527 400) 122.50 (B) 9/16 EHS 3500.00 35000.04 7740.44 17500.00 2.000 4.522 Ve 395) 1 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page9 15 of 25 Project Date 7171 Highway 6 North, Ste 130 FLO1224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services FAX. 81 583 5495FAX.- Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T T. S.F. SF. jt lb lb lb lb 122.50 (B) 9/16 EHS 3500.00 35000.04 81 11.92 17500.00 2.000 4.315 396) 122.50 (C) 9/16 EHS 3500.00 35000.04 9491.05 17500.00 2.000 3.688 391) 122.50 (C) 9/16 EHS 3500.00 35000.04 9674.39 17500.00 2.000 3.618 392) TIO 60.00 (A) 1/2 EHS 2690.00 26900.04 8325.40 13450.00 2.000 3.231 405) 60.00 (B) (404) 1/2 EHS 2690.00 26900.04 6700.60 13450.00 2.000 4.015 60.00 (C) (403) 1/2 EHS 2690.00 26900.04 8106.61 13450.00 2.000 3.318 Compression Checks Leg Design Data (Compression): Section Elevation Sue L L. KI/r Mast F. A Actual Allow. Ratio No. Stability P P. P jt jr jr Index ksi in- lb /b P. Tl 240 - 220 ROHN 2.5 X-STR 20.00 2.50 64.9 1.00 21.858 2.2535 11915.90 49257.90 0.242 K=2.00 V T2 220 - 200 ROHN 2.5 X-STR 20.00 2.50 64.9 1.00 21.858 2.2535 29580.90 49257.90 0.601 K=2.00 T3 200 - 180 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 32074.10 72105.20 0.445 K=2.00 T4 180 - 160 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 36341.50 72105.20 0.504 K=2.00 V T5 160 - 140 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 36822.50 72105.20 0.511 K=2.00 V T6 140 - 120 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 45740.90 72105.20 0.634 K=2.00 T7 120 - 100 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 45015.80 72105.20 0.624 K=2.00 V T8 100 - 80 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 50151.00 72105.20 0.696 K=2.00 V T9 80 - 60 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 48872.90 72105.20 0,678 K=2.00 V T10 60 - 40 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 52944.00 72105.20 0,734 K=2.00 Tl 1 40 - 20 ROHN 3 X-STR 20.00 2.50 52.8 1.00 23.908 3.0159 55185.50 72105.20 0.765 K=2.00 V T12 20 - 5 ROHN 3 X-STR 15.00 2.50 52.8 1.00 23.908 3.0159 52883.80 72105,20 0.733 K=2.00 V/ T13 5-0 ROHN 3 X-STR 5.28 2.64 55.7 1.00 23.435 3.0159 39319.90 70679.00 0.556* K=2.00 V DL controls ERITawer Sterling Engineering Job 240 ft Guy Tower Page 16 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX. 81 583 5495 Diagonal Design Data (Compression): Section Elevation Sue L L. KUr F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in' Ib Ib P. TI 240 - 220 PLUMB 4.23 3.94 92.6 16.375 0.2627 3012.44 4302.45 0.700 K=1.00 V T2 220 - 200 PLUMB 4.23 3.94 92.6 16.375 0.2627 2688.17 4302.45 0.625 K=1.00 V T3 200- 190 PLUMB 4.23 3.87 91.1 16.706 0.2627 5719.49 4389.40 1.303 K=1.00 V/ T4 180 - 160 PLUMB 4.23 3.87 91.1 16.706 0.2627 2394.35 4389.40 0.545 K=1.00 V TS 160- 140 PLUMB 4.23 3.87 91.1 16.706 0.2627 1773.38 4389.40 0.404 K=1.00 T6 140- 120 P1.5x.058 4.23 3.87 91.1 16.706 0.2627 3735.31 4389.40 0.851 K=1.00 t/ T7 120- 100 P1.5x.058 4.23 3.87 91.1 16.706 0.2627 3768.90 4389.40 0.859 K=1.00 V T8 100 - 80 PI.5x.058 4.23 3.87 91.1 16.706 0.2627 1464.87 4389.40 0.334 K=1.00 V T9 80 - 60 P1.5x.058 4.23 3.87 91.1 16.706 0.2627 2198.28 4389.40 0.501 K=1.00 t/ T10 60 - 40 P1.5x.058 4.23 3.87 91.1 16.706 0.2627 2124.80 4389.40 0.484 K=1.00 V Tl 1 40 - 20 PLUMB 4.23 3.87 91.1 16.706 0.2627 1153.04 4389.40 0.263 K=1.00 T12 20 - 5 P1.5x.058 4.23 3.87 91.1 16.706 0.2627 1890.73 4389.40 0.431 K=1.00 T13 5-0 P1.Sx.058 2.82 2.19 51.4 24.133 0.2627 3292.39 6340.86 0.519 K=1.00 Top Girt Design Data (Compression): Section Elevation Sue L L. KF/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in' Ib Ib T. TI 240 - 220 PLUMS 3.42 3.18 74.7 20.046 0.2627 735.01 5267.01 0.140 K=1.00 V/ T2 220 - 200 P 1.5x.058 3.42 3.18 74.7 20.046 0.2627 821.73 5267.01 0.156 K=1.00 V T3 200- 180 P1.Sx.058 3.42 3.18 74.7 20.046 0.2627 1881,69 5267.01 0.357 K=1.00 V T4 180 - 160 P1.5x.058 3.42 3.13 73.5 20.280 0.2627 75.91 5328.56 0.014 K=1.00 S/ T5 160- 140 PLUMB 3.42 3.13 73.5 20.280 0.2627 159.23 5328.56 0.030 K=1.00 T7 120 - 100 PLU.058 3.42 3.13 73.5 20.280 0.2627 1221.12 5328.56 0.229 K=1.00 Top Guy Pull -Off Design Data (Compression): ERl Tower Sterling Engineering Job 240 ft Guy Tower Page 17 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77093 Phone: (281) 583 7088 SBA Network Services ASMFAX815835495 Section Elevation Size L L. Kl/r F. A Actual Allow. Ratio No. P P. P jr jr jr ksi in' lb lb P. TIO 60 - 40 3x1 3.42 3.13 129.9 21.600 3.0000 0.00 26542.10 0.000 K=1.00 DL controls Top Guy Pull -Off Bending Design Data: I Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. A je. Fe,. A. Mr jet Fby jar jt lb-jt ksi ksi Fa, lb-Jt ksi ksi Fe T1O Top Guy Pull -Off Interaction Design Data: 0.00 0,000 27.000 0.000 Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P A. jar Stress Stress it P. Fa. F, Ratio Ratio T10 60-40 DL controls Torque -Arm Top Design Data: 0.005' 1.000 H 1-3 Section Elevation Size L L. K11r F. A Actual Allow. Ratio No. P P. P Jt jt jt ksi in2 lb lb P TI 240 - 220 (369) C1503.9 3.42 3.30 114.3 11.079 9.9600 354.87 110352.00 0.003 K=1.00 TI 240 - 220 (370) C1503.9 3,42 3.30 43.8 21.600 9.9600 0.00 110352.00 0.000 K=1.00 Tl 240 - 220 (373) C1503.9 3.42 3.30 43.8 21.600 9.9600 0.00 110352.00 0.000 K=1.00 T l 240 - 220 (374) C 1503.9 3.42 3.30 114.3 11.079 9.9600 1413.33 110352.00 0.013 K=1.00 Tl 240 - 220 (377) C1503.9 3.42 3.30 114.3 11,079 9.9600 1167.95 110352.00 0.011 K=1.00 T 1 240 - 220 (378) C 1503.9 3.42 3.30 114.3 11.079 9.9600 764.53 110352,00 0.007 K=1.00 T3 200- 180(381) C1503.9 3.42 3.27 113.6 11.186 9.9600 1762.99 111412.00 0.016 K=1.00 T3 200 - 180 (382) C1503.9 3.42 3.27 43.4 21.600 9.9600 0.00 111412.00 0,000 K=1.00 T3 200 - 180 (385) C1503.9 3.42 3.27 113.6 11.186 9.9600 3020.45 111412.00 0.027 K=1.00 T3 200- 180(386) C1503.9 3.42 3.27 43.4 21,600 9.9600 0.00 111412.00 0.000 K=1.00 T3 200 - 180 (389) C 1503.9 3.42 3.27 113.6 11.186 9.9600 1918.47 111412.00 0.017 K=1.00 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 18 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:05 10/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX. 81 583 5495 Section Elevation Size L L. Kl/r F. A Actual Allow. Ratio No. P P. P jr jt jt ksi in' lb lb F. T3 200 - 180 (390) C 15x33.9 3.42 3.27 113.6 11.186 9.9600 2659.39 111412.00 0.024 K=1.00 T6 140 - 120 (393) C12x20.7 3.42 3.27 101.9 12.733 6.0900 2399.14 77540.90 0.031 K=1.00 T6 140 - 120 (394) Cl2x20.7 3.42 3.27 49.1 21.600 6.0900 0.00 77540.90 0.000 K=1.00 T6 140 - 120 (397) Cl2x20.7 3.42 3.27 49.1 21.600 6.0900 0.00 77540.90 0.000 K=1.00 T6 140 - 120 (398) C 12x20.7 3.42 3.27 101.9 12.733 6.0900 3566.07 77540.90 0.046 K=1.00 T6 140 - 120 (401) C 12x20.7 3.42 3.27 101.9 12.733 6.0900 3267.25 77540.90 0.042 K=1.00 T6 140 - 120 (402) C 12x20.7 3.42 3.27 101.9 12.733 6.0900 2444.17 77540.90 0.032 K=1.00 Torque -Arm Top Bending Design Data: Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. A fb. Fk jb. Mr Iby Fby fk jt lb-jt ksi ksi Fei lb-jt ksi kst F, TI 240 - 220 (369) C15x33.9 11.026 21.600 0.510 0.00 0.000 21.600 0.000 38591.2 5 TI 240 - 220 (370) C1503.9 10.376 21.600 0.480 0.00 0.000 21.600 0.000 36316.2 5 TI 240 - 220 (373) C1503.9 8.778 21.600 0.406 0.00 0.000 21.600 0.000 30721.9 2 TI 240 - 220 (374) C1503.9 10.379 21.600 0.481 0.00 0.000 21.600 0.000 36326.9 2 T I 240 - 220 (377) C 1503.9 8.815 21.600 0.408 0.00 0.000 21.600 0.000 30850.9 2 TI 240 - 220 (378) C 15x33.9 10.995 21.600 0.509 0.00 0.000 21.600 0.000 38481.7 5 T3 200- 180(38)) C1503.9 10.893 21.600 0.504 0.00 0.000 21.600 0.000 38126.3 3 T3 200- 180(382) CI5x33.9 10.255 21.600 0.475 0.00 0.000 21.600 0.000 35891.2 5 T3 200 - 180 (385) C 1503.9 10.159 21.600 0.470 0.00 0.000 21.600 0.000 35556.1 7 T3 200 - 180 (386) C15x33.9 8.563 21.600 0.3% 0.00 0.000 21.600 0.000 29970.0 0 T3 200- 180(389) C15x33.9 10.817 21.600 0.501 0.00 0.000 21.600 0.000 37858.0 0 T3 200 - 180 (390) C 1503.9 8.365 21.600 0.387 0.00 0.000 21.600 0.000 29278.3 3 T6 140- 120(393) C12x2O.7 12.369 21.600 0.573 0.00 0.000 21.600 0.000 ERITower Sterling Engineering Job 240 ft Guy Tower ePage 19 of 25 Project Date 7171 Highway 6 North. Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASM FAX. 81 583 5495 Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. A A. Fe, A. Mr ibr Fby jby jr lb-jr ksi ksi FM b Jt ksi ksi Fr,,. 22161.6 7 T6 140 - 120 (394) C12x20.7 11.779 21.600 0.545 0.00 0.000 21.600 0.000 21103.8 3 T6 140 - 120 (397) C 12x20.7 9.629 21.600 0.446 0.00 0.000 21.600 0.000 17252.2 5 T6 140- 120(398) C12x20.7 11.974 21.600 0.550 0.00 0.000 21.600 0.000 21275.1 7 T6 140 - 120 (401) C 12x20.7 9.808 21.600 0.454 0.00 0.000 21.600 0.000 17572.2 5 T6 140 - 120 (402) C 12x20.7 12.403 21.600 0.574 0.00 0.000 21.600 0.000 22222.3 3 Torque -Arm Top Interaction Design Data: Section Elevation Size Ratio Ratio Ratio Comb, Allow. Criteria No. P A. jg. Stress Stress jt P. Fn. Fes. Ratio Ratio Tl 240 - 220 (370) C15x33.9 TI 240 - 220 (373) C15x33.9 Tl 240 - 220 (374) CI5x33.9 T l 240 - 220 (377) C 1503.9 TI 240 - 220 (378) C1503.9 T3 200 - 180 (381) C1503.9 T3 200 - 180 (382) C1503.9 T3 200 - 180 (385) C15x33.9 T3 200 - 180 (386) C15x33.9 T3 200 - 180 (389) C 1503.9 T3 200 - 180 (390) C 1503.9 T6 140 - 120 (393) C 12x20.7 T6 140 - 120 (394) C12x20.7 T6 140 - 120 (397) C 12x20.7 T6 140 - 120 (398) C 12x20.7 T6 140 - 120 (401) C 12x20.7 T6 140 - 120 (402) C 12x20.7 Tension Checks Leg Design Data (Tension): 0.003 0.510 0.000 0.514 1.333 1-11-3 0.000 0.480 0.000 0.480 1.333 1-11-3 0.000 0.406 0.000 0.406 / 1.333 1-11-3 0.013 0.481 0.000 0.493 1.333 H1-3 0.011 0.408 0.000 0.419 1.333 H1-3 0.007 0.509 0.000 0.516 1.333 1-11-3 0.016 0.504 0.000 0.520 1.333 1-11-3 0.000 0.475 0.000 0.475 1.333 H1-3 0.027 0.470 0.000 0.497 1.333 1-11-3 0.000 0.3% 0.000 0.396 1.333 H1-3 0.017 0.501 0.000 0.518 1.333 H1 3 0.024 0.387 0.000 0.411 1.333 1-11-3 0.031 0.573 0.000 0.604 / 1.333 1-11-3 0.000 0.545 0.000 0.545 1.333 1-11-3 0.000 0.446 0.000 0.446 / 1.333 1-11-3 0.046 0.550 0.000 0.596 / 1.333 HI-3 0.042 0.454 0.000 0.496 1.333 H1-3 0.032 0.574 0.000 0.606 1.333 1-11-3 1 ERl Tower Sterling Engineering Job 240 ft Guy Tower Page 20 of 25 Project Date 7171 Highway 6 North, Ste 130 FLO1224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services FAX. 81 583 5495FAX.- Section Elevation Size L L. KI/r F. A Actual Allow. Ratio No. P P. P jt jr jt ksi in' lb lb P. Tl 240 - 220 ROHN 2.5 X-STR 20.00 2.50 32.5 30.000 2.2535 8215.77 67606.20 0.122 T2 220 - 200 ROHN 2.5 X-STR 20.00 2.50 32.5 30.000 2.2535 1510.86 67606.20 0.022 T3 200 - 180 ROHN 3 X-STR 20.00 2.50 26.4 30.000 3.0159 518.14 90477.90 0.006 Diagonal Design Data (Tension): Section Elevation Size L L. KUr F. A Actual Allow. Ratio No. P P. P jt jt jt ksi in, lb lb P. Tl 240-220 Pl.UM& 4.23 3.94 92.6 30.000 0.2627 3005.68 7882.51 0.381 T2 220 - 200 PLU.058 4.23 3.94 92.6 30.000 0.2627 2441.86 7882.51 0.310 T3 200 - 180 PLUMB 4.23 3.87 91.1 30.000 0.2627 5397.48 7882.51 0.685 T4 180- 160 PLU.058 4.23 3.87 91.1 30.000 0.2627 2336.74 7882.51 0.296 T5 160- 140 PLUMB 4.23 3.87 91A 30.000 0.2627 1586.12 7882.51 0.201 T6 140- 120 PLUMB 4.23 3.87 91.1 30.000 0.2627 3562.57 7882.51 0.452 T7 120- 100 PLUMB 4.23 3.87 91A 30.000 0.2627 3727.90 7882.51 0.473 T8 100 - 80 PLUMB 4.23 3.87 91.1 30.000 0.2627 1158.67 7882.51 0.147 T9 80 - 60 PLU.058 4.23 3.87 91.1 30.000 0.2627 2094.77 7882.51 0.266 T10 60 - 40 PLU'058 4.23 3.87 91.1 30.000 0.2627 2043.09 7882.51 0.259 Tll 40-20 PLUMB 4.23 3.87 91.1 30.000 0.2627 735.69 7882.51 0.093 T12 20 - 5 PLU.058 4.23 3.87 91.1 30.000 0.2627 2490.55 7882.51 0.316 T13 5-0 PLU.058 3.69 3.06 72.0 30.000 0.2627 1348.71 7882.51 0.171 Top Girt Design Data (Tension): Section Elevation Size L L. KUr F. A Actual Allow. Ratio No. P P. P jt jt jt ksi in' lb lb P. Tl 240 - 220 PLUMB 3.42 3.18 74.7 30.000 0.2627 748.64 7882.51 0.095 T2 220 - 200 PLUMB 3.42 3.18 74.7 30.000 0.2627 1169.45 7882.51 0.148 ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 21 of 25 Project Data 7171 Highway 6 North, Ste 130 FL01224A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX815835495 Section No. Elevation jt Size L jt 1„ jt K1/r F. ksi A in' Actual P lb Allow. P. lb Ratio P P. T3 200- 180 PLU.058 3.42 3.18 74.7 30.000 0.2627 2052.24 7882.51 0.260 T4 180 - 160 PLU.058 3.42 3.13 73.5 30.000 0.2627 560.64 7882.51 0.071 T5 160- 140 PLU.058 3.42 3.13 73.5 30.000 0.2627 592.20 7882.51 0.075 T6 140 - 120 PLU.058 3.42 3.13 73.5 30.000 0.2627 306.89 7882.51 0.039 T7 120 - 100 P1.5x.058 3.42 3.13 73.5 30.000 0.2627 1853.14 7882.51 0.235 T8 100 - 80 PLU.058 3.42 3.13 73.5 30.000 0.2627 393.37 7882.51 0.050 T9 80 - 60 PLU.058 3.42 3.13 73.5 30.000 0.2627 425.64 7882.51 0.054 Tl 1 40 - 20 PLU.058 3.42 3.13 73.5 30.000 0.2627 439.71 7882.51 0.056 T12 20 - 5 PLU.058 3.42 3.13 73.5 30.000 0.2627 418.15 7882.51 0.053 T13 5-0 PLU.058 3.42 3.13 73.5 30.000 0.2627 6445.64 7882.51 0.818' DL controls Top Guy Pull -Off Design Data (Tension): Section Elevation site L L. Kl/r F. A Actual Allow. Ratio No. P P. P jt jt jt ksi in' lb 1b P. TIO 60-40 3xl 3.42 3.13 129.9 21.600 3.0000 4527.55 64800.00 0.070 Top Guy Pull -Off Bending Design Data: Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. M, jb, Fa, j., MY A, Fer by Jt lb-jt ksi ksi F lb-Jt ksi ksi Fe,. T10 60 - 40 3x1 14.90 0.119 27.000 0.004 0.00 0.000 27.000 0.000 Top Guy Pull -Off Interaction Design Data: Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P A. jer Stress Stress jt P. Fe, F Ratio Ratio T10 60 - 40 3x 1 0.070 0.004 0.000 V 1.333 0.074 H2-1 8/ ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 22 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77093 Phone: (281) 583 7088 SBA Network Services ASMFAX. 81 583 3493 Torque -Arm Top Design Data: Section Elevation Size L L. KI/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in' lb lb P TI 240 - 220 (369) CI5x33.9 3.42 3.30 43.8 21.600 9.9600 1993.14 215136.00 0.009 TI 240 - 220 (370) CI5x33.9 3.42 3.30 43.8 21.600 9.9600 1052,41 215136.00 0.005 TI 240 - 220 (373) C1503.9 3.42 3.30 43.8 21.600 9.9600 3006.32 215136.00 0.014 TI 240 - 220 (374) C1503.9 3.42 3.30 43.8 21.600 9.9600 2558.27 215136.00 0.012 TI 240 - 220 (377) C1503.9 3.42 3.30 43.8 21.600 9.9600 1996.43 215136.00 0.009' TI 240 - 220 (378) C1503.9 3.42 3.30 43.8 21.600 9.9600 1987.83 215136.00 0.009' T3 200 - 180 (381) C) 503.9 3.42 3.27 43.4 21.600 9.9600 2312.00 215136.00 0.011' T3 200 - 180 (382) C1503.9 3.42 3.27 43.4 21.600 9.9600 551.71 215136.00 0.003 T3 200 - 180 (385) C1503.9 3.42 3.27 43.4 21.600 9.9600 3417.39 215136.00 0.016 T3 200 - 180 (386) C1503.9 3.42 3.27 43.4 21.600 9.9600 3582.08 215136.00 0.017 T3 200 - 180 (389) C1503.91 3.42 3.27 43.4 21.600 9.9600 2316.45 215136.00 0.011' T3 200 - 180 (390) C1503.9 3.42 3.27 43.4 21.600 9.9600 2308.67 215136.00 0.011' T6 140 - 120 (393) C12x2O.7 3.42 3.27 49.1 21.600 6.0900 1825.92 131544.00 0.014' T6 140 - 120 (394) C12x2O.7 3.42 3.27 49.1 21.600 6.0900 93.06 131544.00 0.001 T6 140 - 120 (397) C12x2O.7 3.42 3.27 49.1 21.600 6.0900 3154.62 131544.00 0.024 T6 140 - 120 (398) C 12x20.7 3.42 3.27 49.1 21.600 6.0900 3139.03 131544.00 0.024 T6 140 - 120 (401) C12x2O.7 3.42 3.27 49.1 21.600 6.0900 1824.89 131544.00 0.014' T6 140 - 120 (402) C 12x20.7 3.42 3.27 49.1 21.600 6.0900 1830.43 131544.00 0.014' DL controls Torque -Arm Top Bending Design Data: Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. M. A. Fe, f.. Mr fby Fbr fb ft lb-ft ksi ksi F, lb-ft ksi ksi Fb,. Tl 240 - 220 (369) C1503.9 5.512 21.600 0.255 0.00 0.000 27.000 0.000 19291.8 3 Tl 240 - 220 (370) C I U33.9 10.376 21.600 0.480 0.00 0.000 27.000 0.000 36316.2 5 TI 240 - 220 (373) C1503.9 8.779 21.600 0.406 0.00 0.000 27.000 0.000 30721.9 2 TI 240 - 220 (374) C1503.9 8.485 21.600 0.393 0.00 0.000 27.000 0.000 2%%.4 2 Tl 240 - 220 (377) C 15x33.9 5.500 21.600 0.255 0.00 0.000 27.000 0.000 19250.3 3 Tl 240 - 220 (378) C1503.9 5.540 21.600 0.256 0.00 0.000 27.000 0.000 19390.8 3 T3 200 - 180 (381) C 1503.9 5.250 21.600 0.243 0.00 0.000 27.000 0.000 18375.7 5 T3 200 - 180 (382) C1503.9 10.255 21.600 0.475 0.00 0.000 27.000 0.000 35891.2 5 T3 200 - 180 (385) C1503.9 8.506 21.600 0.394 0.00 0.000 27.000 0.000 29770.1 7 T3 200 - 180 (386) C 1503.9 8.563 21.600 0.3% 0.00 0.000 27.000 0.000 1 ERl Tower Sterling Engineering Job 240 ft Guy Tower Page 23 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX.' 81 583 5495 Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. A A. Fb. fb. My fby Ft, fw Ji lb-ft ksi ksi Ft lb-ft ksi ksi Fb,. 29970.0 0 T3 200 - 180 (389) C1503.9 5.278 21.600 0.244 0.00 0.000 27.000 0.000 18472.6 7 T3 200 - 180 (390) C1503.9 5.254 21.600 0.243 0.00 0.000 27.000 0.000 18389.0 0 T6 140 - 120 (393) C12x20.7 9665.83 5.395 21.600 0.250 0.00 0.000 27.000 0.000 T6 140 - 120 (394) C 12x20.7 11.779 21.600 0.545 0.00 0.000 27.000 0.000 21103.8 3 T6 140 - 120 (397) C 12x20.7 9.629 21.600 0.446 0.00 0.000 27.000 0.000 17252.2 5 T6 140 - 120 (398) Cl2x20.7 9.607 21.600 0.445 0.00 0.000 27.000 0.000 17212.5 0 T6 140 - 120 (401) C 12x20.7 9671.67 5.398 21.600 0.250 0.00 0.000 27.000 0.000 T6 140 - 120 (402) C 12x20.7 9833.50 5.488 21.600 0.254 0.00 0.000 27.000 0.000 Torque -Arm Top Interaction Design Data: Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P fb, fby Stress Stress ft P. Fb, Fb,, Ratio Ratio Tl 240 - 220 (369) C1503.9 0.009 0.255 0.000 0 264- / 1.000 1-12-1 Tl 240 - 220 (370) C1503.9 0.005 0.480 0.000 0.485 1.333 142-1 T1 240 - 220 (373) C1503.9 0.014 0.406 0.000 0.420 1.333 1-12 1 Tl 240 - 220 (374) C1503.9 0.012 0.393 0.000 0.405 1.333 H2-1 Tl 240 - 220 (377) C 1503.9 0.009 0.255 0.000 0 264' 1.000 1-12-1 Tl 240 - 220 (378) C1503.9 0.009 0.256 0.000 0 266' 1.000 1-12-1 T3 200 - 180 (381) C1503.9 0.011 0.243 0.000 0.254- 1'00() 1.12-1 T3 200- 180(382) C1503.9 0.003 0.475 0.000 0.477 1,333 1-12-1 T3 200- 180(385) C1503.9 0.016 0.394 0.000 0.410 1/ 1,333 1-12-1 T3 200 - 180 (386) C 1503.9 0.017 0.396 0.000 0.413 1.333 1-12-1 T3 200 - 180 (389) C1503.9 0.011 0.244 0.000 0.255- 1'000 1-12-1 T3 200 - 180 (390) C15x33.9 0.011 0.243 0.000 0.254' 1.000 1-12-1 T6 140 - 120 (393) C12x20.7 0.014 0.250 0.000 0 264• V 1.000 1-12-1 T6 140 - 120 (394) C12x20.7 0.001 0.545 0.000 0.546 1,333 1-12-1 T6 140 - 120 (397) C12x20.7 0.024 0.446 0.000 0.470 1.333 H2-1 T6 140- 120(398) C12x20.7 0.024 0.445 0.000 0.469 1.333 H2-1 T6 140 -120 (401) C 12x20.7 0.014 0.250 0.000 0.264' 1.000 1-12-1 T6 140 - 120 (402) C 12x20.7 0.014 0.254 0.000 0.268' I.000 1-12-1 DL controls ERI Tower Sterling Engineering Job 240 ft Guy Tower Page 24 of 25 Project Date 7171 Highway 6 North, Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TX 77095 Phone: (281) 583 7088 SBA Network Services ASNIFAX, 81 583 5495 Section Capacity Table Section Elevation Component Size Critical P SF•Pal- Pass No. ft Type Element b lb Capacity Fail TI 240 - 220 Leg ROHN 2.5 X-STR 2 11915.90 49257.90 24.2 Pass Diagonal PI.5x.058 17 3012.44 5735.17 52.5 Pass Top Girt PI.5x.058 4 735.01 7020.92 10.5 Pass Guy AQ222.5 3/4 375 13569.10 29150.00 46.5 Pass Guy B©222.5 3/4 372 11015.60 29150.00 37.8 Pass Guy C r@222.5 3/4 368 12835.20 29150.00 44.0 Pass Torque Arm C15x33.9 378 1987.83 215136.00 38.7 Pass Top©222.5 72 220 - 200 Leg ROHN 2.5 X-STR 33 29580.90 65660,78 45.1 Pass Diagonal PI.5x.058 60 2688.17 5735.17 46.9 Pass Top Girt P1.Sx.058 34 821.73 7020.92 11.7 Pass T3 200 - 180 Leg ROHN 3 X-STR 63 32074.10 96116.23 33.4 Pass Diagonal PLUMB 76 5719.49 5851.07 97.8 Pass Top Girt P1.5x.058 66 1881.69 7020.92 26.8 Pass Guy A@183.22 3/4 387 14504.50 29150.00 49.8 Pass Guy B©183.22 3/4 384 11494.10 29150.00 39.4 Pass Guy C®183.22 3/4 380 13747.90 29150.00 47.2 Pass Torque Arm C1503.9 381 1762.99 148512.19 39.0 Pass Top@183.22 T4 180 - 160 Leg ROHN 3 X-STR 93 36341.50 96116.23 37.8 Pass Diagonal PI.5x.058 119 2394,35 5851.07 40.9 Pass Top Girt PI.5x.058 94 560.64 10507.39 5.3 Pass T5 160 - 140 Leg ROHN 3 X-STR 123 36822.50 96116.23 38.3 Pass Diagonal P1.5x.058 128 1773.38 5851.07 30.3 Pass Top Girt P1.5x.058 126 592.20 10507.39 5.6 Pass T6 140 - 120 Leg ROHN 3 X-STR 153 45740.90 96116.23 47.6 Pass Diagonal Pl.5x.058 166 3735.31 5851.07 63.8 Pass Top Girt Pl.5x.058 154 306.89 10507.39 2.9 Pass Guy A@122.5 9/16 399 9954.88 17500.00 56.9 Pass Guy B(Qa 122.5 9/16 396 8111.92 17500.00 46.4 Pass Guy C@122.5 9/16 392 9674.39 17500.00 55.3 Pass Torque Arm Cl2x20.7 402 2444.17 103362,01 45.4 Pass Top@122.5 T7 120 - 100 Leg ROHN 3 X-STR 183 45015.90 96116.23 46.8 Pass Diagonal PI.5x.058 205 3768.90 5851.07 64.4 Pass Top Girt Pl.5x.058 184 1853.14 10507.39 17.6 Pass T8 100 - 80 Leg ROHN 3 X-STR 213 50151.00 96116.23 52.2 Pass Diagonal P1.Sx.058 240 1464.87 5851.07 25.0 Pass Top Girt P1.5x.058 214 393.37 10507.39 3.7 Pass T9 80 - 60 Leg ROHN 3 X-STR 243 48872.90 96116.23 50.8 Pass Diagonal Pl.5x.058 250 2198.28 5851.07 37.6 Pass Top Girt Pl.5x.058 244 425.64 10507.39 4.1 Pass TI O 60 - 40 Leg ROHN 3 X-STR 273 52944.00 96116.23 55.1 Pass Diagonal PI.5x.058 295 2124.80 5851.07 36.3 Pass Guy AQa 60 1/2 405 8325.40 13450.00 61.9 Pass Guy B@60 1/2 404 6700.60 13450.00 49.8 Pass GuyCQ60 1/2 403 8106.61 13450.00 60.3 Pass Top Guy Pull- 3x 1 276 4527.55 86378.40 5.6 Pass Off@60 Tl 1 40 - 20 Leg ROHN 3 X-STR 303 55185.50 96116.23 57.4 Pass Diagonal PI.5x.058 309 1153.04 5851.07 19.7 Pass Top Girt PI.5x.058 304 439.71 10507.39 4.2 Pass T12 20 - 5 Leg ROHN 3 X-STR 333 52883.80 96116.23 55.0 Pass Diagonal P1.5x.058 345 1890.73 5851.07 32.3 Pass Top Girt PLUMB 334 418.15 10507.39 4.0 Pass T13 5-0 Leg ROHN 3 X-STR 355 39319.90 70679.00 55.6 Pass Diagonal Pl.5x.058 363 3292.39 8452.37 39.0 Pass Top Girt PLU.058 360 6445.64 7882.51 81.8 Pass ERI Tower Sterling Engineering Job 240 ft Guy Tower ePage 25 of 25 Project Date 7171 Highway 6 North. Ste 130 FL01224-A, Sanford 09:43:0510/10/03 Client Designed byHouston, TV 77095 Phone: (281) 583 7088 SBA Network Services ASMFAX: 281 583 5495 Section Elevation Component Size Critical P SF•Pd,_ % Pass No. ft Type Element lb lb Capacity Fail Summary Leg (T 11) 57.4 Pass Diagonal 97.8 Pass T3) Top Gin 81.8 Pass T13) Guy A (TIO) 61.9 Pass Guy B (TIO) 49.8 Pass Guy C (T10) 60.3 Pass Top Guy 5.6 Pass Pull -Off T10) Torque Arm 45.4 Pass Top(T6) RATING - 97.8 Pass Program Version 2.0.0.57 - 7/30/2003 File:K:/S SBA Network Smices/061-246 Sanford/Engineering/Sanford_Tower_Without_Abandoned_Antennas/Sanford_Tower_Without Abandoned Antennas.eri Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 if t, Personal Property I Please Select Account PARCEL DETAIL 1 Back (::> Seminole County i ol+rrt v 04pprouc r erirvmrA 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 27-19-30-503-01304-0000 Tax District: S1-SANFORD Number of Buildings: 0 Owner: SBA TOWERS INC Exemptions: Depreciated Bldg Value: $0 Own/Addr: C/O JEFFREY A STOOPS Depreciated EXFT Value: $0 Address: 5900 BROKEN SOUND PKWY NW Land Value (Market): $32,234 City,State,ZipCode: BOCA RATON FL 33487 Land Value Ag: $0 Property Address: 1201 ALBRIGHT RD SANFORD 32771 Just/Market Value: $32,234 Facility Name: Assessed Value (SOH): $32,234 Dor: 40-VAC INDUSTRIAL GENER Exempt Value: $0 Taxable Value: $32,234 SALES Deed Date Book Page Amount Vac/Imp 2003 VALUE SUMMARY WARRANTY DEED 01/1999 03577 0509 $32,300 Vacant 2003 Tax Bill Amount: $673 WARRANTY DEED 02/1996 03025 0602 $99,000 Vacant 2003 Taxable Value: $32,234 Find Comparable Sales within this DOR Code LEGAL DESCRIPTION PLAT PT OF BLK B DESC AS FROM NE COR RUN W 655 FT N 69.43 FT TO SELY R/W ALBRIGHT RD S LAND 47 DEG 46 MIN 00 SEC Land Assess Method Frontage Depth Land Units Unit Price Land Value W 189.13 FT TO POB RUN S 47 DEG 46 MIN 00 SQUARE FEET 0 0 161,172 .20 $32,234 SEC W 54.42 FT SWLY ON R/W 225.61 FT S 307.46 FT E 273.44 FT N 541.68 FT W 137.91 FT TO BEG A F G VEGETABLE TRACT PB 7 PG 14 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=2719305030BO4000... 10/30/2003