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CORRESPONDENCE .~~\~~"'. ;i....<\~ ,tP xl ...~~ ..):.'1 ,,:1'7" -0-V~ '__ ON /",A DEPARTMENT OF DEVELOPMENT PLANNING AND ZONING DIVISION . Sulldlng . Planning &. Zoning . Occupatlona' Lfcenns . Community Redevelopment August 22, 2001 Mr. Justin T Proffitt American Tower 6500 Northwest IS'" Avenue, suite 300 Fort Lauderdale, FL 33309 Re: Metro PCS, Inc. - Colocation of antenna and related facilities at 3261 Quantum Boulevard MMSP 01-060 Dear Mr. Proffitt: In response to your request for the administrative review and approval of the modifications proposed to the above-referenced, approved tower site, please be informed that the colocation of the antenna, equipment shelter, and fence as shown on the revised plans date stamped 08/03/0 I is "minor", as defined within the Land Development Regulations, Chapter 4- Site Plan Review This project may continue to be processed by the Building Division as a permit application. Be advised that the proposed changes may require a modification to the building permit and pursuant to the lease agreement, city approval of the co-locating must be received prior to issuance of building permits. Please contact me at (561) 742-6260 if you have additional questions. Sincerely, 7L~? Michael Rumpf Director of Planning & Zoning Cc: Lusia Galav, Principal Planner Jose Alfaro, Planner Eric Lee Johnson, Planner J:\SHRDA T A IP1;1l1ning\SHARED\ W P'PIl.OJECTSIAM ERlCAN TOWERlApproval Lc:tt<T.doc city of Boynton Beach - 100 East Boynton Beach Belid.. P.O. Box 310 . Boynton Beach, Florida 33425-0310 Phone: (561) 742-6350 . WNW.ci.boynton-beach.fl.us .JUstin T Proffitt Zoning Representative, American Tower, on behalf of Metro PCS, INC. r~I'~ :fnI':, --~.;r( IJIJ~~__ 3~j-:i ----- AMERICAN TOWER CORPORATION... 6500 NW 15TH AVENUE, SUITE 300, FORT LAUDERALE, FLORIDA 33309 .... 954/957 7822 .... FAX 954/957 9767 ^ J\NIERICAN TOWER ;l1{1'7~P 0/- ()~O August 2,2001 Michael Rumpf Planning & Zoning Director 100 E. Boynton Beach Blvd. Boynton Beach, Florida 33416 Re: Minor Modification of an existing communication tower site plan at 3261 Quantum Blvd. Mr. Rumpf: American Tower would like to add Metro PCS, INC. to the existing communication tower at 3261 Quantum Blvd. This request involves a minor modification of the existing site plan. Metro PCS proposes to add a 140sqft. concrete equipment pad with cabinets and install their antennas at the height of 130ft on the monopole tower. The proposed co- location is within the existing American Tower lease compound. Enclosed are four site plans showing the existing tower lease parcel, location of new equipment, and setbacks of new equipment to nearest property lines. Additionally enclosed is the $100.00 review fee and a copy of the structural analysis verifying the structural integrity of the tower to accommodate Metro PCS's co-location. If there are any questions about the minor modification request please call my cell (954) 275-8701 or my office at (954) 957-7822 x11O. Thank you, ustin T Proffitt Zoning Representative, American Tower, on behalf of Metro PCS, INC. c I~\ IS I'" I 0 ~ I" I'" U~ i AlX1 L- r. 'l 1'7 r,.' Po" l~ l! : i~ I n .~~,; ,Iii 32001 ,:':, "-I - ------_J ! AMERICAN TOWER CORPORATION... 6500 NW 15TH AVENUE, SUITE 300, FORT LAUDERALE, FLORIDA 33309 ... 954/957-7822 .. FAX 954/957-9767 LAWGIBB ~ G-ROLJP& June 29,2001 Mr Fred Mercado Metro PCS 1560 Sawgrass Corporation Parkway, Fourth Floor Sunrise, Florida, 33323 Subject: Report of Limited Tower Evaluation Quantum Park Tower 140-Foot lS-Sided Monopole Boynton Beach, Florida 33426 LAW Project No. 40700-1-2614-20 Dear Mr Mercado Law Engineering and Environmental Services, Inc. (LAW), has completed a limited structural evaluation of the subjecttelecommunications tower We understand that MetroPCS desires to use the existing tower as a co-location for additional equipment and has requested that we determine if the addition of the proposed MetroPCS equipment would adversely affect the tower structure. Our services were performed in accordance with our proposal No. 95099-1-0027 dated March 6, 2001 and your work order dated April 12,2001 The reference design standard upon which our structural analysis was based is ANSI/TIA/EIA-222-F-1996 Structural Standards for Steel Antenna Towers and Antenna Supporting Structures and ASCE7-95 using a basic wind speed of 150 miles per hour (mph). This report summarizes the results of our findings. We were provided with copies of structural calculations and drawings prepared by Paul J Ford and Company, dated December 16, 1997 Our analysis was based on this information. Copies of the provided tower calculations and drawings have been included as an attachment to this report. The tower is an 18-sided monopole tower with a height of 140 feet. Our evaluation was based on the addition of the following list of antenna equipment and accessories as directed by MetroPCS, to be installed at the indicated elevation. Quantity 6 I 1 It) 6 , . , Ir -1,' 3 200/ Item Decibel DB950G65E Panel Antennas One-Rail Platform l-5/8"Dia. Coax Cables (inside monopole) Elevation 130 feet AGL 130 feet AGL o to 130 feet AGL --"1 !e; 01 }! nl! AlJG 'L_ i , L_.._.. Report oj Limited Tower Evaluation Quantum Park Tower LAW Project No. 40700-1-2614-20 June 29. 2001 Page 2 Based on the provided information, we understand that in addition to the proposed MetroPCS equipment, the following equipment is presently located on the tower at the indicated elevations: Quantity 6 I 6 3 Item Celwave 90-degree Panel Antennas Low Profile Platform DAPA 59000 Panel Antennas Sector Mount Elevation 140 feet AGL 140 feet AGL 120 feet AGL 120 feet AGL The results of our analysis indicate that the tower structure can adequately support the above indicated equipment loads. Calculated foundation reactions were compared to the foundation loads on the provided structural calculations. The calculated overturning moment and shear reactions from the current loading(s) were less than those listed on the calculation sheet and drawings (the vertical reaction is not critical or controlling in the foundation design for the monopole tower); consequently foundation modifications should not be required. Please note that the analysis is very sensitive to both the location and the projected area of equipment that is installed on the structure. We recommend that both the equipment information contained in this report and the information contained in the provided drawings be verified in the field prior to installation of new equipment loads on the tower We have attached a summary of our calculations for your records. The evaluation of antenna connections and connection components for other devices is beyond our scope of services. Any conditions discovered which deviate from the information contained in this report should be presented to us for our review This report has been prepared for the sole purpose of providing a structural evaluation of this tower for the loading conditions indicated. It is intended for the exclusive use of MetroPCS. The information, assumptions and recommendations contained in this report should not be used by others for any purpose without the express written authorization from LAW We appreciate the opportunity to provide our professional services to MetroPCS and look forward to continuing our relationship. Ifwe can be of any further assistance, please do not hesitate to call. Sincerely, LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INe. d" )/;/ !I(a:~l!ri!a,-/ June 29,2001 Martin H. Sahn Principal Engineer Registered, Florida 22787 Attachments: Analysis Output, Original computation by Paul J Ford and Company r\ :, l~~' AUG L- R. 9 f -/<'7 if"'; il(1 'i..'I.',./ GROUNDLEASEAGREE~ffiNT nus Ground Lease Agreement ("Ground Lease") is by and between UNlSITE, INC., a [; 'Iaware corporation, having a principal place of business at 3450 Buschwood Park l'riv~, Suite 250, Tampa, Florida 33618 ("Lessee") andCi.t.}'.....Qf Boynton R,,"rh , a FL..11unic ipa 1 Corp, , having a principal place of business at 100 E. Bovnton Beach Blvd. ("Lessor"). not WHEREAS, Lessor is the owner of property applicable-see legal descript~on C~ty of tloynton tleach having a street address of located In the County of P.::ll m Rp.::lrn , -Elnr; rh::l , and hereafter referred to as the "Property" The Property is more fully described on Exhibit "A" attached hereto and made a part of this Ground Lease. NOW, THEREFORE, in consideration of the mutual covenants contained herein and for good and valuable consideration the receipt and sufticiency of which is hereby acknowledged, the parties hereto agree as follows: 1. Lease. Twenty-five Hundred Lessor agrees to lease to Lessee approximately lillilJ square feet of space, more fully described in Exhibit "B" (the "Premises"). Lessor shall maintain the Property so as not to interfere with Lessee's use of the Premises and rights under this Ground Lease. 2. Use of Premises. Lessee agrees to use the Premises for the installation, construction, operation and maintenance of a wireless communications transmission and reception facility, including, without limitation, communications equipment pole or tower structures, shelter buildings, telephone, electric and radio cables and other transmission lines, fencing, and other related equipment and facilities (collectively, a "Site Compound") for the use and occupancy by providers of wireless communications services ("Users"). Upon the expiration Or termination of this Ground Lease, Lessee agrees to repair any damage to the Premises caused by Lessee, and restore the Premises to its condition on the Commencement Date (as defined below), ordinary wear and tear, damage from the elements excepted. In connection with the Site Compound, Lessee shall have the right, at its sole cost and expense, to obtain electrical and telephone service directly from the servicing utility company, including the right to install a separate transformer, meter and main breaker, where required. Lessee or the Site Compound Users shall be responsible for the utilities consumed at its Site Compound at the nOlmal rate charged by the servicing utility company Lessee and Lessor agree that if an easement is required to obtain and maintain utility services, an easement will be granted by Lessor at an acceptable location agreed to by Lessor and the servicing utility company ----~.~ ) r: , Lesse' ~~I-'e the nght to use whatever measures 1l deems reasonably appropnate to mstall and secur i Site Compound on the Prenuses, proVIded that It IS ill compliance WIth all 3'J:20OIabl and regulallons. Lessor agrees to cooperate wnh Lessee m making applicaTIon 05d8i91J- approvals (the "Approvals") which may be required to allow Lessee use of the Premises. Lessee shall employ due diligence to obtain Approvals in a timely manner. If, however, Lessee is denied or is unable to obtain a required Approval, including a written commitment from a User for the Site Compound prior to Lessee obtaining a building permit and commencing construction, Lessee shall have the exclusive right to terminate this Ground Lease within its sole discretion. and no further liabilities under this Ground Lease shall remain in force or effect, including but not limited to the payment of Rent (as defined below). Lessor agrees to provide twenty-four (24) hours. seven (7) days a week access to the Premises without charge to Lessee, or Lessee's employees, Users, contractors, subcontractors or agents, which access shall remain unimpeded throughout the Term and any Renewal Term of this Ground Lease. 3. Site Testing. Lessor acknowledges that Lessee, at its option following full execution of this Ground Lease, may perform engineering surveys, structural analysis reports, Phase I environmental assessments, or any other testing or reports which may be required in order for Lessee to occupy the Premises as described in this Agreement. Lessor agrees to provide to Lessee, upon request, such information as Lessor has in its possession or control regarding the Premises, including title materials, leases, survey plans, environmental assessments, or other reports and copies of permits and approvals. Any materially adverse test results or report will entitle Lessee. at its option, to terminate this Ground Lease. 4. Interference. Lessor reserves the right to at any time during the lease, install or have installed other antennas for government usage on Lessee's tower All antennas shall be placed at an elevation as to provide the most effective use and with such approval not unreasonably withheld; provided however, that any such placement must be pre-approved by Lessee, and any of the Lessor's antennas or transmissions shall not interfere with the Lessee's operators or operatIOns on the tower or property Should such interference occur, Lessor shall promptly take all necessary action, at no cost to Lessee, to eliminate the cause of said interference. Further, should Lessee install an emergency generator on the Property, the Lessor may access and connect or.lf lL communications equipment on Lessee's emergency generator, upon prior approval of Lessee. 5. Term. The initial term of this Ground Lease shall be for a period of five (5) years ("Term") commencing upon the date Lessee is in receipt of a building permit to begin construction of the SIte (the "Commencement Date"), and shall termmate on the fifth anmversary of the Commencement Date, unless sooner terminated in accordance with this Ground Lease. Lessee shall have the right to renew the Ground Lease for four (4) successive five (5) year periods (each a "Renewal Term"), upon the same terms and conditions in effect during the Term. This Ground Lease shall automatically renew for each successive Renewal Term unless Lessee provides wrinen notice to Lessor of its intention not to renew at least thirty (30) days prior to the expiration of the Term or any Renewal Term. 6. Rent. 05118/99 Lessee agrees to pay to Lessor as annual rent the sum of Eighteen Thousand Dollars ($ 18,000) ("Rent") payable annually, during the Term and any Renewal Term, The first payment of Rent shall be made within ten business days following the Commencement Date. Rent payments shall be payable to Lessor at the address set forth above or at such other address as Lessor shall notify Lessee in accordance with Paragraph 14. In addition, the Rent shall increase annually by three percent (3%) escalations, compounded annually 7 Taxes. Lessee shall pay any personal property taxes, use and occupancy taxes, and increases in real estate taxes, (except roll-back or similar taxes, including interest and penalties) directly attributable to Lessee's use and occupancy of the Premises and the Site Compound. Lessor shall provide evidence of such assessment within a timely manner 8. Insurance; Waiver of Subrogation. Lessee, at its sole cost and expense shall provide and maintain, during the Term of this Ground Lease and any Renewal Terms, commercial general liability insurance with combined single limit coverage of One Million Dollars ($1,000,000). Lessee shall name Lessor as an additional insured on Lessee's insurance policy and provide Lessor with an insurance certificate prior to the Commencement Date. In addition, Lessee shall maintain worker's compensation insurance as required by applicable state law Upon execution of this Agreement, the City of Boynton Beach shall be named as an additional insured as its interest may appear with respect to the required coverage's and the operations of Lessee under this Agreement. 9 Indemnification. Lessor and Lessee each agree to indemnify and hold harmless the other party from and against any and all claIms, damages, costs and expenses, including reasonable attorney fees, to the extent caused by or arising out of (a) the negligent acts or omissions or willful misconduct in the operations or activities on the Property by the indemnifying party or the employees, agents. contractors, licensees, tenants and/or subtenants of the inderrmifying party, (b) a breach of any obligation of the inderrmifying party under this Ground Lease, or (c) environmental conditions, unless caused by the Inderrmified party or its employees, agents, tenants (other than the indemnifying party), contractors, subcontractors or representatives, and, with respect to Lessor's indemnification, any such conditions which are pre-existing Lessee's nght to use and occupy a Site. Notwithstanding the foregoing, this indemnification shall not extend to indirect, special, incidental or consequential damages, including, without limitation, loss of profits, income or bUSIness opportunities to the Indemnified party or anyone claiming through the Indemnified party NOTHING CONTAINED HEREIN IS INTENDED NOR SHALL BE CONSTRUED TO WANE THE LOSSEOR'S RIGHTS FROM IMMUNITIES UNDER THE COMMON LAW OF FLORIDA STATUTES 768.28 AS AMENDED FROM TIME TO TllvlE. 10. Right to Lease and Warranty of Title. Lessor represents and warrants that: (a) Lessor has the suffiCient right. title and Interest in the Property to enter into this Ground Lease and to grant Lessee Its rights hereunder' (b) Lessor has not entered mto any agreement with any thIrd party \vhich would require such partyts 05, 13/99 consent hereto or preclude or limit Lessor's performance of its obligations under this Ground Lease; (c) Lessor owns the Property in fee simple and has the right to grant access to and use of the Premises; and (d) so long as Lessee complies with the terms and conditions of this Ground Lease, Lessor shall provide to Lessee quiet and peaceful enjoyment and exclusive possession of the Premises. 11. Assignment. This Ground Lease may not be sold, assigned, or transferred at any time except to Lessee's principal affiliates, subsidiaries, or its principal, or to any company upon which Lessee is merged or consolidated. As to other parties, this Ground Lease may not be sold, assigned, or transferred without the written consent of the Lessor, such consent shall not be unreasonably withheld. This provision will not preclude Lessee from allowing other parties to co-locate on the Property or tower 12. Default. No event of default (a "Default") shall be deemed to have occurred hereunder unless either party, after notice from the other party in accordance with Paragraph 14, (a) fails to pay any monetary obligation when due and does not cure such failure within ten (10) days after such notice or (b) commits a material breach of its non-monetary obligations under this Ground Lease and fails within thirty (30) days after such notice thereof to cure or commence curing the breach and continuously and diligently pursue such cure to its completion in not more than sixty (60) days after such notice. Upon the occurrence of a Default as set forth in the preceding sentence, the non-defaulting party shall have the right to terminate this Ground Lease after ten (10) days notice to the other party in accordance with Paragraph 14, provided the Default is not cured within said ten-day period. 13. Collateral Assignmeot. Lessor hereby (a) consents to the collateral assignment and granting of a security interest from time to time in favor ofa third party (a "Secured Party"), whether now or hereafter existing, in and to the Site Compound and Lessee's right, title and interest in, to and under this Ground Lease; (b) agrees to simultaneously provide the Secured Party with a copy of any notice uf default under the Ground Lease sent to Lessee and allow the Secured Party the opportunity to remedy or cure any default as provided for in the Ground Lease; and (c) agrees to recognize the Secured Party as Lessee under this Ground Lease upon the written election of the Secured Party so long as any existing default under the Ground Lease has been cured as provided hereunder Lessor hereby further agrees to permit the Secured Party to remove from the Property or inspect any of the collateral in which the Secured Party has been granted a security interest by Lessee 10 accordance with any security documents granted 10 favor of the Secured Party, provided, however, such removal is in accordance with subparagraph 2(a) of this Ground Lease. 14. Notices. Unless otherwIse provided herein, any notIce or demand reqUIred to be given herein shall be given by certified or registered mail, rerum receipt requested or reliable overnight couner to the address of Lessee and Lessor as set forth above. Lessee and Lessor may deSIgnate a change of notice address by giving \vntten notice to the other party 05/18/99 15. Destruction or Condemnation. If the Premises are damaged or destroyed by casualty or condemned such that Lessee is unable to operate its Site Compound as contemplated in this Agreement, then within sixty (60) days after such occurrence, Lessee may elect to terminate this Ground Lease as of the date of the damage, destruction or condemnation. If Lessee chooses not to terminate this Ground Lease, the Rent shall be reduced or abated in proportion to the actual reduction or abatement of use of the Premises so long as such reduced or abated use exists. 16. Amendment. No amendment or modification to any provision of this Ground Lease shall be valid unless made in writing and agreed to and signed by the party to be bound. 17. Memorandum of Ground Lease. Lessor acknowledges and gives Lessee the right to file a Memorandum of Ground Lease in the form attached hereto as Exhibit "C" in the county office where the Property is located. Should the Property be encumbered by any mortgage or deed of trust, Lessor shall make a good faith effort to obtain from mortgagees or trustees existing on the Effective Date, and shall obtain from subsequent mortgagees or trustees, a non-disrurbance and anornment Ground Lease in favor of Lessee. 18. Recognition, Consent and Nondisturbance Any agreements between Lessee and Users for use and occupancy of the Site Compound shall be subject and subordinate to this Ground Lease. Without limiting the foregoing, Lessor shall not, by reason of default by Lessee under this Ground Lease, or by exercise of any remedy against Lessee by Lessor or a User, disturb the use, occupancy or quiet enjoyment of the Premises by any such Users during the Term of, and as provided in, this Ground Lease; provided. however, that Lessor shall not be liable for any act or omission of Lessee. If there is an early termination of this Ground Lease for any reason, then Lessor agrees not to disturb the rights of any User on the Premises under an agreement with Lessee, provided that: (I) the User is not then in default (beyond any applicable notice and cure periods) under its agreement with Lessee, and continues to perform all of User's obligations thereunder; (ii) at Lessor's election, User either agrees to anom to Lessor or enters into a direct lease with Lessor on the same terms as those in effect in the agreement between User and Lessee; and (iii) User executes a document evidencing the foregoing, provided or approved, and executed, by Lessor, within thirty (30) days after Lessor presents such document for execution (or such longer period as the parties may agree to in writmg). Lessor shall not be liable or responsible for any default by Lessee occurring prior to the date of such attornment or direct lease. 19 Miscellaneous Lease Provisions a) This Ground Lease shall be governed by the laws of the state m which the Property IS located. 0511 8/99 b) This Ground Lease, constituting the entire agreement and undcrslanding betwcCll (be parties, shall be binding on and inure to the benefit of the successors, transferees in title, and permitted assignees of the respective parties. c) Consent or approval of Lessor, where required, shall not be unreasonably withheld, delayed or denied. d) If any provision of this Ground Lease is deemed invalid or nonenforceable. the remainder of this Ground Lease shall remain in force and to the fullest extent as permitted by law e) The "Effective Date" of this Ground Lease shall be the date on which this Ground Lease has been fully executed by and becomes binding on all of the parties hereto. f) Neither party, without the written consent of the other, shall disclose to any third pm1y any of the terms or conditions of this Ground Lease, or any infonnation provided during negotiation of this Ground Lease, other than as disclosed by recording of the Memorandum of Lease Ground Lease or as required by final order of a court of competent jurisdiction. g) Notwithstanding any other provisions of this Ground Lease, Lessee may terminate this Ground Lease at any time, upon giving notice to the Lessor, if Lessee in its sole discretion determines that it will be unable to use the Premise, for its intended purpose. h) Exhibits "A", "B" and "C" attached hereto, as well as addenda and riders identified below, are made a material part of this Ground Lease. Addenda: Riders: IN WITNESS WHEREOF, the parties have executed this Ground Lease as of the Effective Date. LESSOR: LESSEE: UNISITE, INC., a Delaware corporation r .~'....,y-~ ~-...::,~, '~- "-- By' Name: Title: Date: ,- \ ~ , , - ~ ~ By' Name: Title: Date: ::::. :.-:;-.;;.r_... - :,~'<.-.-:{ -- ~-'- -:-:' ~ ,~_..... /,..,c.;,." "', ~ r/~ ~ J'--:;.- 0~ "7'7'7'" .~. i ~ ; Tax ill No _ ----:/ - ~.' ~ " - - "'\ -10#' ..I <' ... Tax ill No.. ,'" - , 'J:l - '""i~).... 05118/99 EXHIBIT "A" DESCRIPTION OF PROPERTY Forming a part of the Ground Lease by and betwecnCitv uf Bovnton Beach. as Lessor, and UNlSITE, INC., as Lessee. The Property is described and/or depicted as follows: Address: Not Applicable Section , Block , Lot [Metes and bounds legal description] LEGAL DESCRIPTION OF PARENT PARCEL -Lot 92, Quantum Park at Boynton Beach, P I D., Plat No 3 as recorded in Plat Book 60, Pages 29-31 of the Public Records of Palm Beach County, Florida, containing 15 79ac 05/1 3/99 EXHIBIT "B" DESCRIPTION OF PREMISES Forming a part of the Ground Lease by and between City of Boynton Beachas Lessor, and UNlSITE, INC., as Lessee. The Premises is described and/or depicted as follows: Legal Description: 05/18/99 .} A PARCEL OF LA.ND BEING A PORTION OF LOT 92, QUt,l\lTUM PARK AT BOYNTON BEACH, P.l.D. PLA.T NO.3 AS RECORDED IN fiip..~~OK 60, PAGES 29-31 OF THE PUBLIC RECORDS OF PALM BEACH COU~rv:, FtORIDA. BEING MORE PARTICULA.RL Y DESCRIBED AS FOLLOWS: . i', i . -; ! ; ; \ COMMENCE AT THE EASTERLY MOST NORTHEAST CORNER OF:SAID LOT 92' THENCE ON A GRID BEARING OF N71039'01" W ALONG THE NORTH LINE OF SAID LOT 92, (SAID LINE ALSO BEING THE SOUTH LINE OF A PARCEL 01: LAND RECORDED IN OFFICIAL RECORD BOOK 5449, PAGE 321 AS SHOWN ON SAID PLA.T) A DISTANCE OF 5.01 FEET, THENCE S18"20'59"W A DISTANCE OF 5.00 FEET TO A POINT ON A LINE 5.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID LOT 92; THENCE N71039'01"W ALONG SAID PARALLEL LINE A DISTANCE OF 50.00 FEET THENCE S19039'28"W A DISTANCE OF 50.01 FEET, THENCE S71039'01"E A DISTANCE OF 50.00 FEET TO A POINT ON A LINE 5.00 FEET weST OF AND PARALLEL WITH THE EAST LINE OF SAID LOT 92. SAID POINT BEING ON THE ARC OF A NON-TANGENT CURVE CONCAVE TO WEST A RADIAL LINE OF SAID CURVE THROUGH SAID POINT HAVING A BEARING OF S69015'10"E; THENCE NORTHERLY AI.ONG SAID PARALLEL LINE. ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 0201G'45" AND A RADIUS OF 1315.00 FEET FOR AN ARC DISTANCE OF 50.02 FEET TO THE POINT OF BEGINNING; SAID LA.ND SITUATE WITHIN THE CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA. CONTAINING 2,500 SQUARE FEET, MORE OR LESS. EXHIBIT "C" MEMORAi"IDUM OF GROUND LEASE This Memoranrlum of Ground Lease is entered into by and between ~~of Boynton Beach, aFL Municipal Corp. , with an office at 100 E Boynton Beach Blvd , ("Lessor") and UNlSITE, h"lC., a Delaware corporation, with an office at 3450 Buschwood Park Drive, Suite 250, Tampa, Florida 33618 ("Lessee"). I Lessor and Lessee entered into a Ground Lease Agreement ("Agreement") for the purpose of constructing, installing, operating and maintaining a wireless communications facility and related improvements. All of the foregoing are set forth in the Ground Lease. 2. ends onS,ee The term of the Ground Lease commences onsee paragraph 5 and parau with.~ successive five (5) year options to renew 3 The Property which is the subject of the Ground Lease is described in Exhibit "A" annexed hereto. The portion of the Property being leased to Lessee ("Premises") is described in Exhibit "B" annexed hereto. IN WITNESS WHEREOF, the parties have executed this Memorandum of Ground Lease as of the dates written below LESSOR: LESSEE: / vi:! . By' /d..LP4 f~.,(/..~ Name/ ""'R. <c' F.' -"',,va Title: /7?""'"..<7R V Date: A'ugC/sr ..1/ /997' UNlSITE, INe., a Delaware corporation By' Name: Title; Date: .-...., STATE OF .f'Jdj?[ /~ 1m ;3fkC/7 COUNTY ) ) ) On this 0/,if'dayof ;J "1'--;/ , 1999, before me appeared G,2<.. /i t i59f'r'J~ to me personally known (or proV'ed to me on the basis of satisfactory evidence), who, J being by me duly sworn, did say that he is the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity and that by his signature on the instrument, the person, or the entity upon behalf of which the person acted, executed the instrument. 05/18/99 ,-.6-~i-r~<l..- JJ /tL-c,:-.t~L.c-;....... Notary Public, State of ~t(f-Y ?I.;.() 8arbar3 j\A. Madden .~ ~ ''i;Ccmmission # CC 760457 'l\ ~ '" Expiros July i g, 2002 ?~ ~ 60NDEDTHAU OF ~ /1,Tlj,NTIC 90NDING CO.. INC. My Commission Expires: [NOTARIAL SEAL] STATE OF FLORIDA ) ) HILLS BOROUGH COUNTY ) On t9js ~ day of ~;t[t7kl./ ,1999, before me appeared 7Y)1i'Q.~/,y b~;il:!I/':U , to me personally known, who, being by me duly sworn, did say that he is the (,/".1 ~a4/Jb/-L for UNIsite, Inc., a Delaware corporation, that the foregoing instrument was sigHed on behalf of smd c01l'oration by: authority of its Board of Directors; and said '10;1 j::u/S &1.~iJ!4:.i':r> acknowledges said instrument to be the free act and deed of said corporation. ~y Pile BARBARA A. BONDURANT ~&'" COMMISSION II CC 676551 ::; ~ EXPlkfS SEP 1. 2001 :.-...~ IliONOfO THIl.U "'>i OF ~<;J' ATlANTIC BONDING co INC. ft;?;;i, II? !J /Oz:l4bul!! Notary Public, State of ,,;t;I.al/'~J. My Commission Expires: _il/L/u'C! [NOTARIAL SEAL] , 05/18/99 The City oj-~1 -Boynton Beach .~ If' /''1 { i ,"J j ,...' (I.... . . "~C _ ." Ciry CInk s Office 100 E. Bi?vnton B(ach Boulevard p.o. Bor 310 B'?Y""'" B,,,,h. Florida 33425.0310 (561) 742.6060 FAX. (561) 742.6090 November 9, 1999 Ms. Barbara Bondurant Unisite 3450 Buschwood Park Drive, #250 Tampa, FL 33618 RE. RESOLUTION #R99-145 - ADDENDUM TO THE GROUND LEASE AGREEMENT FOR UNlSITE @QUANTUMPARK Dear Ms. Bondurant: Attached please fmd a copy of the above mentioned resolution which was approved at the City Commission me..eting held on November 2, 1999 and a partially signed agreement. Please sign where necessary and return the original to us for our Central Files. If you have any questions pertaining to this, please do not hesitate to contact me. Sincerely, CITY OF BOYNTON BEACH ~~ Sue Kruse, CMC/AAE City Clerk "An Equal Opportunity/Af/irmatn'e AdionlWA Employer" ,I " RESOLUTION NO R99- 14'5" A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA, AUTHORIZING AND DIRECTING THE MAYOR AND CITY CLERK TO EXECUTE AN ADDENDUM TO THE GROUND LFASE AGREEMENT BETWEEN THE CITY OF BOYNTON BEACH AND UNISITE, INC. AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on September 3, 1999, the City entered into a Ground Lease , Agreement with Unisite, Inc., and I WHEREAS, this Agreement did not include a necessary access and utility €'asemen!, which has been corrected by Ihe attached Addendum; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA, THAT. Section 1 The City Commission of the City of Boynton Oeach, Floridi1 (1",'0 hereby authorize and direct the Mayor and City Clerk to execute an Addendum to the Ground Lease Agreement between the City of Boynton Beach and Unisite, Inc., a copy of which Agreement is attached hereto as Exhibit. A. r-Iolletl\b..r , PASSED AND ADOPTED this ~ day of OeteBer, 1999. H, FLORIDA , ,,; :...-- iC~~ r0ayor Pro Tern '- LZ#r~ Commissioner ~ (CorpO~\\\ll\Clle8J~1 ,\\ "B '" III/. ~,"IcO\~~C~ ~ ~\~i'e""1" "'l~ ,:, ->..'~ \ ~ ::: 0 ..~o ~ == co jer: := =" \.0 ...... = = - 0 n'J . = - 0 .:;, t"\.V I " == ~ ~"Q== ~_ ~.o":--..;:. ....-: '.~ . ~ :0..,; ~ 't/o 0 ~ ~//II f\,.;\\\,~ ~lll1mlll\\\\\\\ ""; ..., f ,) f "j I _/ I --I", I , ADDENDUM TO GROUND LEASE AGREEMENT Lessor City of Boynton Beach Lessee: UNIsite, Inc., a Delaware corporation Property' Part of Lot 92, QUANTAM PARK AT BOYNTON BEACH, P.I.D Plat No.3, as recorded in Plat Book 60, pages 29-31, Public Records of Palm Beach County, Florida Site No.. 48110 This Addendum to Ground Lease Agreement ("Addendum") is attached to and made ;1 part of the Ground Lease Agreement (the "Lease") dated as of the 3rd day of September, 1999, by and between CITY OF BOYNTON BEACH, A FL Municipal Corp., having a principal place of business at 100 E. Boynton Beach Blvd. ("Lessor") and UNISITE, INC., a Delaware corporation, with an office at 3450 Buschwood Park Drive, Suite 250, Tampa, Florida 33618 ("Lessee") Without limiting the terms of the Lease, Lessor and Lessee, intending to be legally bound, furtl)er agree as follows: I All capitalized terms shall have the meaning ascribed to them in the Lease unless otherwise defined in this Addendum. 2. With respect to EXHJJ3IT "B," DESCRIPTION OF PREMISES. DESCRiPTION OF PREMISES ACCESS AND lITILITY EASEMENTS, a copy of which is attached hereto, is hereby attached to and made a part of EXHIBIT "B." 3 The parties agree that the access and utility easements shall be temporary until such time that formal access is determined by improvements of the parent tract. If, in the future, Lessor requires the use of the land occupied by the access and utility easements, the access and utility easements may be moved to another location acceptable to both parties and the servicing utility company, proVIded that said location shall not disrupt the operations and transmissions of Lessee or any of it's tenants. 4 AIl terms and conditions in the Lease and Exhibits thereto which are not inconsistent herewith remam m full force and effect. IN WITNESS WHEREOF, Lessor and Lessee have caused this Addendum to be duly executed as of the date of the Lease. LESSOR. LESSEE. CITY OF BOYNTON BEACH UNISlTE, INe. &~ ~ By' C\-~~ .~ Name: \.J.,~-y 0a...".;.;..v Title: \~ ~..;,I__ Yi~.. \.J..~..L:l.:::: Date: \\I.>l<;~. 2 T'Public\shared docs\Omnipoint\Sit~slJv1iami\4811O Quantum Park\Addendum to Lease doc " " , ~ ~, DESCRIPTION OF pRfumSES ACCESS AND UTILITY EASEMENTS -OESCRIPTlON OF INGRESS-EGRESS & UTILI TYoEA SEMEN T , , ,; ,.' A. 24 FOOT STRIP OF lAND BEING A PORTION.OF LOT 92. CVAN11JM PARK' AT BOYTON BEAOt. PJ.I)_ PLAT NO_ 3 AS RECORllED IN PLAT BOOK 60, PAGES 29-31 OF '!HE PUBUC RECORDS Of' PALM BEACH COUNTY, FLORIDA, rrlE CENTERUNE BElNG MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER Of' SAID LOT 92; THENCE ALONG '!HE SCVTH UNE OF SAID LOT 92. NORTH~STERL,( ALONG '!HE ARC OF A CURVE TO THE LEFT, HAVING A CENTRAL ANGlE OF 21'0....24. AND A RADIUS OF 550:00 FEET, AN ARC DISTANCE OF 202.29 FEET ANO A CHORD BEARING OF N50....1.30"W TO THE POINT Of' BEGINNING. SAID POINT ON A tiNE: 37.00 FEET \'lEST OF AND PARAlLEL WITH THE EAST tiNE OF SAID LOT 92. SAU:i POINT ALSO BEING ON lliE ARC OF A NON-TANGENT CURVE CONCAVE TO THE EAST. A RADIAL UNE OF SAID CURVE THROUGH SAID PCINT HAVING A BEARING OF N28'4$'18-E. . THENCE NORTHWESTERLY AND NORTHERLY ALONG SAID PARALlEL UNE. AtONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE: Of" 66"56'17 AND A RADIUS OF 687.00 FEET FOR AN ARC DISTANCE OF 802.61 FEET TO A PC~NT OF RE\iERSE CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST; THENCE NORTrlERLY ALONG THE ARC CF SAID CURVE. ALONG SAID PARALLELUNE HAVING A RADIUS OF 12e.:i.OO AND A CENTRAL ANGlE OF 04"32'16' FOR AN ARC OlSTANCE OF 101.62.FEET TO THE POINT OF TERMINATION: SAID LAND SITUATE \\I'!HIN '!HE CITY OF BOYTON BEACH, PALM BEACH COUNTY, FLORIDA, CONTAINING 21,70i SQUARE FEET. MORE OR LESS. DESCRIP TlON OF UTILI TY EA SEMEN T lOT 92. CU".NTUM PARK AT BOYTON BEACH, P.LD. PLAT NO. .3 AS RECOROED IN PLAT BOOK 60. PAGES 29-';1 OF THE PUBUC RECORDS Of" PALM BEACH CCL'NTY. FLORIDA. 1Ir-. .- LAwGmB ~ GR.C>~P~ Law Engineering & Environmental Services. Inc. 5845 NW 158" Street Miami Lakes, FL 33014 . eb/ 140 e~v,13D e1evll~ . eert:to'..3' ':, , , ~ 1':. !2!5," -t':.3'~ JOB N04D "00 I' ib 14 - 2aHEET _ OF_ PHASE TASK JOB NAME QUANTuM eiR\< BY ~ ~ u.~c!J DATE CHECKED BY DATE A$:E -QG' <J.: (~ -MPtF Gf,14-2S -Ia~:; \4~ -O,9>~I4>Z loadi ~ . Lex!<2-H ~ ) <0 \40'- (~) Cell~e 4f~<) 10C{) ~ioc0 Ie-pl?ti .ponr] a-jZO"~C(a) PAPA~c06 . Secfi>r mOCA)!c ,04,1 {;.f.. ~t'" , \0 +~~ -- ~fQ~' 6.ft'L , .> <t:;:: QS+ ,SZG;7~ 4C 15=-4O.1t'/ -t.: 0,431..b'" sfllre '= E' ~ 1~1,(N )Pl3q'?~G~t: O('e- 0il pat-{<wfV' . Y'=-. '2.14- 1: = ,So .'1 I \9- 6~D RYLyeaJ 1='0 :; ~o/Q;?/GG 8~r. LG .ff il - O;.D.'5-t-,?lX1"f:' qO,%-=.s.s. gC! . --t,:,-~ A.QiJ;- ~(ce =-G, 15' \::<;;, -b?Q/mljo{ k; ~m ebt 4\'41 JOB N0.40 U I) -I ~ L 614-. 2.b SHEET LAWGffiB ~ GRC>U'P'" OF LAW Engineering & Environmental Services, Inc. 5845 NW 158'" Street Miami Lakes, FL 33014 PHASE TASK JOB NAME :ue T+;~~J CE.G BY T!f$ ~..~..:.; DATE - .AR'F;6. CHECKED BY DATE .f J" i,~ ,- j-., \ , ; L.. .....,;2;; .......... I ,L........ . ~ ....j f-d~+;p "-'+4" 'M-'f'RM ' ireo' 20~! ~.~ I~b~i-!+r ... ...., L1b;;16.-Ft~tJ2r -f.~l4;-. [. .... I" ...........:..'.. ": ._._ .... .J i~" ,~ . ., ! /0. I i r' )1.1 r i 7~'~~r;,~1~~~~~r{~,QV '-;-jt~~__~,h==j .. 'htn ",Q, BB . i~ 1~..1' I i _._.~. tr.'i"j,....._"j;t" ,';........_._....,.........~...,!~:......'*=,_il~2z.~!..I_'-"~"'Q-'. :~,:...._,.._+__._...._,._ I) ..-.---.-............... COt't- nor,~' '-,.;>;- '(' .~. .._-:._.T-_....!-....._..~.....-:-.._...~-.--.l ': -0-- r :H'-..) n~---;':' -- 1"''1:- ,., ..:,....".. .... i, vt, Ed= ......4 't..:Fii...dc,:~L2L-.. i)..Cq.... , ..... ..............., ,. '.i I .. r',~'+- ~.......:::: \!J,~ I ; ....... ~...... . ~T~~)Q:1=!;.~~:'~trt':')tikJlY1t'fI!~D.,-.! . ..--.: !. .,1 :hOLLS.': '. Q f 'f~r ~;:?:~'r'tc L . '..-------~___.._~::Li,~.--! ::-.--...+... ....-+--'!vfZ-fi-I.:'--~Jz-4*~-;.....:~..._-,..5- .1 i r' d I" . _ . ~12~&.>f- r _ l 3 icr . .' I .~ i' ~...... ne.. 7 - ,i" _ .... VOl..... I =f.".'" ~.l........... j .... . i El,6' -'f;,.~i ..;0 , ,. , .._.~.._.._.............;..,.........i. I .,......._...,_..,_.,..~.._..._.,_.._.j...-...-.....- ......................,.......,...-........ I ....._......_.;_.._...0_..._..... ..........._.:-.............. 5 : ~'. !. T~ NT o :81JBL ,Al0 ... .......... .?A..... c____L~~__lfQ:::; ~_"___;_C_----'-------- i i , ..t.......,' 8 0t9L.E. '. _. _._.........!.. ",,,.r.. 0;.., _ ~ .IJA .- --~----_.- QUQntOIYl P~k HA./ElA-222_F B?J1 rrhV\ 5~, FL- State a/FLORIDA Swc of GEORGl'\ BASIC WIND BASIC WIND COUN1Y NOT.E* SPEED (MPH) COUNTY NOTE* SPEED (MPH) ORANGE 2 100 CHAITAHOOCHEE 70 OSCEOLA 2 100 CHAITOOGA 75 -t- PALM BEACH 2 110 CHEROKEE 70 PASCO 2 105 Cl.ARKE 75 P.lNEll.AS 2 105 aAY 75 lee Af'Cfq.,--POLK 2 100 aAYI'ON 70 PUTNAM 2 95 a.INCH 2 85 /) CO~(r;1 SAINT JOENS 2 100 COBB 70 SAINT LUCIE 2 105 COFFEE 2 80 SANTA ROSA 2 100 COLQunT 2 80 itff\ -/fte SARASOTA 2 105 COLUMBIA 75 SEMINOLE 2 100 COOK 2 80 y~{~ StlMIER 2 100 COWETA 70 SUWANNEE 2 90 CRAWFORD 70 TAYLOR 2 100 CR1Sl' 75 ~l to'lo... UNION 2 95 DADE 70 VOLUSIA 2 JOO DAWSON 75 WAKULLA 2 100 DECAnJR 2 90 WALlON 2 100 DEKALB 70 WASBINGTON 2 95 DODGE 7S DOOLY 7S DOUu.l::l.l:.K.l i 75 Swc of' GEORGIA DOUGLAS 70 EARLY 2 80 APPLING 2 85 ECHOLS 2 85 ATKINSON 2 80 EFFINGHAM 2 90 BACON 2 85 ELBERT '75 BAKER. 2 80 EMANUEL 2 80 BALDWIN 75 EVANS i 85 BANKS 75 FANNIN 70 BARROW 75 FAYEIn: 70 BARrOW 75 FLOYD 70 llENBIlL 80 FORSYTH 7S BERRIEN 2 80 FRANKLIN 7S BIBB 70 FUU'ON 70 BI..ECXLEY 75 GILMER _,,:70 BRANII.EY 2 90 GLASCOCK '75 BROOKS 2 85 GLYNN 2 95- BRYAN 2 90 GORDON 70 BULLOCH 2 85 GRADY 2 -85 BURKE 80 GREENE -7S Burrs 70 GWINNEIT 75 CALHOUN 75 HABERSHAM 7S CAMDEN 2 95 HAll. 75 CANDLER 2 80 HANCOCX 75 CARROll 70 HARALSON 70 CATOOSA 70 HARRIS .70 CHARI.:rON 2 90 HARI' .. 75 CHATHAM 2 95 BEARD 70 *For notes, see end of Section 16 29 --~ ERITower Jo.. Page Quanlum Park Tower 1 of 8 LA W Engineering Project Date 5845 NW H8th Street 140 Fool 18-Sided Monopole 13:36:1606/28/01 Miami Lakes, FL 330/4 Client Designed by Phone.. (305) 826-5588 MelroPCS Teodoro S. Legua FAX. (305) 826-1799 Tower Input Data There is a pole section. This tower is designed using the T1A1ElA-222-F standard. The following design criteria apply' Basic wind speed of 150 mph ASCE 7-95 wind provisions are used (exposure C) Wind importance factor is 1.00 A non-linear (P-delta) analysis was used Pressures are calculated at each section Stress ratio used in pole design is 1 Tapered Pole Section Geometry Sec/ion Elevation No Section Splice Number Top Bottom Wall Bend Pole Of Length Length of Diameter Diameter Thickness Radius F, ft Sections ft ft Sides in in in in ksi LI 140-93.25 I 46.75 5.00 18 25.0000 40.7400 0,3125 1.2500 60 L2 93.25-49.75 1 43.50 6.25 18 40.7400 55.3900 0.4375 1.7500 60 L3 49 75-0 I 49.75 18 55.3900 62.1400 0.5000 2.0000 65 Tapered Pole Properties Section Diameter Area I r C IIC J ItlQ w wit in in1 in" in in in' ., in2 in m LI 25.0000 24.4869 1885.4%5 8.7641 12.7000 148,4643 3773,4740 12.2458 3.8500 12.32 40.7400 40.0990 8279.8992 14,3518 20.6959 400.0740 16570.6934 20.0533 6.6202 21.185 L2 40.7400 55.9651 11484.6665 14,3074 20.6959 554.9242 22984.4449 27.9878 6.4002 14.629 55,3900 76,3084 29112.8548 19.5081 28.138 I 1034.6411 58264.0171 38.1615 8.9786 20.523 L3 55.3900 87.1104 33158.4384 19,4859 28.1381 1178,4170 66360.5075 43.5635 8.8686 17737 62.1400 97.8227 46957.2081 21.8822 31.5671 1487.5354 93976.2036 48.9206 10.0566 20.1 13 K Factors' Tower Adjust. Adjust. Weight Mull. Legs X K Single Hariz. Inner Truss Truss ElevQtion Factor Face Factor Face Brace Brace Diags Bra" leg leg AI A, Diags Diags X Z Ii X X X X X Brace Brace y y y y y Ll 140-93.25 2. L2 93.25-49.75 2. L3 49.75-0 1 I I 2. 'Nole: Kfactors are applied to member segment lengths. K.braces without inner supporting members will have the Kfaclor in the out- of -.plane direction applied to the overall length. Discrete Tower Loads - No Ice - ERlTower Joo Page Quantum Park Tower 20f8 LAW Engineering Project Date 5845 NW 158th Street 140 Foot 18-Sided Monopole 13:36:1606/28/01 Miami Lakes, FL 33014 Client Designed by Phone: (305) 826-5588 MetroPCS Teodoro S. Legua FAX (305) 826-1799 Description Face Offset Offset Placement C.A., Weight or Type Distance ce llAAltt Leg in ft If K aye 90 degree Antenna A None 140.00 6.20 om aye 90 degree Antenna B None 140.00 6.20 om ,I aye 90 degree Antenna C None 140.00 6.20 om ( ) DB950G65E Antenn. A None 130.00 8.00 0.01 (2) (N) DB950G65E Antenn. B None 130.00 8.00 om (2) (N) DB95OG65E Antenn. C None 130.00 8.00 om (2) DAPA 59000 Antenn. A None 120.00 6.20 om (2) DAPA ;9000 Antenn. B None 120.00 6.20 om (2) DAPA 59000 Antenn. C None 120.00 6.20 om Low Profile Platform A None 140.00 10.00 0.30 Low Profile Platform B None 140.00 10.00 0.30 Low Profile Platform C None 140.00 10.00 0.30 One-Rail Platform A None 130.00 16.00 0.40 One-Rail Platform B Nonc 130.00 16.00 0.40 One-Rail Platform C Nonc 130.00 16.00 0.40 Sector Mount A None 120.00 6.00 0.03 Sector Mount B None 120.00 6.00 0.03 Sector Mount C None 120.00 6.00 0.03 Discrete Tower Loads - With Ice Description Face Offset Offset Placement C.~A Weight or Type Distance Leg in ft It' K (2) Cellwave 90 degree Antenna A None 140.00 6.20 0.01 (2) Cellwavc 90 degree Antenna B None 140.00 6.20 om (2) Cell wave 90 degree Antenna C None 140.00 6.20 0.01 (2) (N) DB950G65E Antenn. A None 130.00 8.00 om (2) (N) DB95OG65E Anlenn. B None 130.00 8.00 0.01 (2) (N) DB95OG65E Antenn. C None 130.00 8.00 om (2) DAPA 59000 Antenn. A None 120.00 6.20 om (2) DAPA 59000 Anlenn. B None 120.00 6.20 om (2) DAPA 59000 Antenn. C None 120.00 6.20 om Low Profile Platfonn A None 140.00 10.00 0.30 Low Profile Platfonn B None 140.00 10.00 0.30 Low Profile Platfonn C None 140.00 10.00 OJO One~Rail Platform A None 130.00 16.00 0.40 One-Rail Platfonn B None 130.00 16.00 0.40 One-Rail Platfonn C None 130.00 16.00 0.40 Sector Mount A None 120.00 6.00 0.03 Sector Mount B None 120.00 6.00 0.03 Sector Mount C None 120.00 6.00 0.03 Tower Pressures - No Ice GH = 0.850 ERlTower Job Page Quantum Park Tower 30fB LAW Engineering Project Dale 3843 NW 138th Street 140 Foot 1B-Sided Monopole 13:36:1606/28/01 Miami Lakes, FL 33014 Client Designed by Phone.. (303) 826-3388 MetroPCS Teodoro S. Legua FAX: (303) 826-1799 Section z Kz q, AG F AF AR A,~, Leg C..A., C.,A, Elevation a % In Out c Face Face jI ft psI It' e It' It' It' It' It' LI 140-93.25 114.7595 1.303 75 128.056 A 0.000 128.056 128.056 100.00 0.000 0.000 B 0.000 128.056 100.00 C 0.000 128.056 100.00 1.2 93.25-49.75 703951 1.175 68 174.236 A 0.000 174.236 174.236 100.00 0.000 0.000 B 0.000 174.236 100.00 C 0.000 174.236 100.00 L34975-0 24.3988 I 58 243.630 A 0.000 243.630 243.630 100.00 0.000 0.000 B 0.000 243.630 100.00 C 0.000 243.630 100.00 Tower Forces - No Ice - Wind Normal (180) Section Add Self F e CF RR DF DR A, F w Ctrl. Elevation Weight Weight a Face c jI K K e It' K kif LI 140-93.25 0.00 5.84 A I 0.65 I I I 128.056 531 0.11 C B I 0.65 I I 1 128.056 C I 0.65 I I I 128,056 1.2 93.25- 0.00 11.46 A I 0.65 I I I 174.236 652 0.15 C 49.75 B 1 0.65 I 1 1 174.236 C 1 0.65 I I 1 174.236 L3 49.75-0 0.00 15.66 A I 0.65 I I I 243.630 7.75 0.16 C B I 0.65 I I I 243.630 C I 0.65 I I 1 243.630 Sum Weight: 0.00 32.96 OTM 1257.29 19.58 kip-ft Tower Forces - No Ice - Wind 60 (0) Section Add Self F e CF RR DF DR A, F w Ctr/. Elevation Weight Weight a Face c ft K K e It' K kif LI 140-93.25 0.00 5.84 A 1 0.65 I I I 128.056 531 0.11 C B I 0.65 1 I I 128.056 C I 0.65 I I I 128.056 L2 93.25- 0.00 11.46 A I 0.65 I I I 174.236 6.52 0.15 C 49.75 B 1 0.65 I 1 1 174.236 C I 0.65 I 1 I 174.236 L34975-O 0.00 15.66 A I 0.65 ] I ] 243.630 7.75 0.16 C B I 0.65 1 I I 243.630 C 1 0.65 I I 1 243.630 Sum Weight: 0.00 32.96 OTM 1257.29 1958 kiD-ft Tower Forces - No Ice - Wind 90 ERlTower Job Page Quantum Park Tower 4of8 LA W Engineering Project Date 5845 NW 1581. Sf""'f 140 Foot 18-Sided Monopole 13:36:1606/28/01 Miami Lakes. FL 330/4 Client Designed by Phone.. (305) 826-5588 MetroPCS FAX: (305) 826-1 799 Teodoro S. Legua Section Add Self F . C, RR 0, DR Ae F w 01'/. Elevation Weight Weight a Face c ft K K . II' K kif Ll 140-93.25 0.00 5.84 A I 0.65 1 1 I 128.056 5.31 0.11 C B I 0.65 I I 1 128.056 C 1 0.65 I I 1 128.056 L2 93.25- 0.00 11.46 A 1 0.65 I 1 I 174.236 6.52 0.15 C 49.75 B I 0.65 I 1 1 174236 C 1 0.65 I I 1 174,236 L3 49.75-0 0.00 15.66 A 1 0.65 I I I 243.630 7.75 0.16 C B 1 0.65 I 1 1 243.630 C 1 0.65 I I I 243.630 Sum Weight: 0.00 32.96 aTM 1257.29 19.58 kip-ft Discrete Forces - No Ice Section Add z K, q, Gff C..Ae Fe Elevation Weight ft K It psi II' K 140 om 140.00 1.359 78 0.850 12.40 0.82 140 0.02 140.00 1.359 78 0.850 12.40 0.82 140 0.02 140.00 1.359 78 0.850 12.40 0.82 130 0.02 130.00 1.337 77 0.850 16.00 1.05 130 0.02 130.00 1.337 77 0.850 16.00 1.05 130 0.02 130.00 1.337 77 0.850 16.00 1.05 120 0.02 120.00 1.315 76 0.850 12.40 0.80 120 om 120.00 1.315 76 0.850 12.40 0.80 120 0.02 120.00 1.315 76 0.850 12.40 0.80 140 0.30 140.00 1.359 78 0.850 10.00 0.67 140 0.30 140.00 1.359 78 0.850 10.00 0.67 140 030 /40.00 1.359 78 0.850 10.00 0.67 130 0040 130.00 1.337 77 0.850 16.00 1.05 130 0.40 130.00 1.337 77 0.850 16.00 1.05 130 0.40 130.00 1.337 77 0.850 16.00 1.05 120 0.03 120.00 1.315 76 0.850 6.00 0.39 120 0.03 120.00 1.315 76 0.850 6.00 0.39 120 0.03 120.00 1.315 76 0.850 6.00 0.39 Sum Weight: 2.37 aTM 1869.51 IO! kip-It Force Totals Load Sum of Total Sum of Sum of Offset Sum of Offset Sum of Wind Case Forces Weight Torques Weight Weight Overturning Overturning Overturning Moments Moments. M" Moments, M: K K kip-ft kip-ft kip-ft kip-ft Total Member Self. Weight 32.96 Wind Nonna! 33.89 35.33 0.00 0.00 0.00 3126.80 Wind 60 33.89 35.33 0.00 0.00 0.00 3126.80 Wind 90 33.89 35.33 0.00 0.00 0.00 3126.80 ERlTower Job Page Quantum Park Tower 50f8 LAW Engineering Project Date 5845 NW /58/h Slree! 140 Foot 18-Sided Monopole 13:36:1606/28/01 Miami Lakes. FL 33014 Client Designed by Phone: (305) 826-5588 MetroPCS Teodoro S. Legua FAX (305) 826-/799 Load Combinations Comb. Description No. t Dead Only 2 Dead+Wind Normal 3 Dead+Wind 60 4 Dead+Wind 90 Maximum Member Forces See/ion Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Momenl Comb. K kip-ft kip-ft Ll 140 - 93.25 Pole Max Tension t 0.00 0.00 0.00 Max. Compression I -8.21 0.00 0.00 Max. Mx 2 -754 -655.99 0.00 Max. My 4 -754 0.00 -655.99 Max. Vy 2 19.89 -655.99 0.00 Max. Vx 4 19.89 0.00 -655.99 L2 93.25 - 49.75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression I -19.67 0.00 0.00 Max. Mx 2 -19.12 -1655.93 0.00 Max. My 4 -19.12 0.00 -1655.93 Max. Vy 2 2654 -1655.93 0.00 Max. Vx 4 2654 0.00 -1655.93 L3 49.75 -0 Pole Max Tension I 0.00 0.00 0.00 Max. Compression I -35.33 0.00 0.00 Max. Mx 2 -35.07 -3155.76 0.00 Max. My 4 -35.07 0.00 -3155.76 Max. Vy 2 34.16 -3155.76 0.00 Max. Vx 4 34.16 0.00 -3155.76 Maximum Reactions Location Condition GOl/. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 4 35.33 -33.89 0.00 Max.Hs 3 35.33 0.00 -33.89 Max. H~ 2 35.33 0.00 33.89 Max. M~ 2 3155.76 0.00 33.89 Max.M. 4 3155.76 -33.89 0.00 Max. Torsion 4 0.00 -33.89 0.00 Min. Vert 1 35.33 0.00 0.00 Min.H, 4 35.33 -33.89 0.00 Min. Hz 3 35.33 0.00 -33.89 Min.Ms 3 -3155.76 0.00 -33.89 Min.Mz 3 0.00 0.00 -33.89 Min. Torsion 1 0.00 0.00 0.00 ERITowel' Job Page Quantum Park Tower 6of8 LA W Engineering Project Oale 5845 /oIW J 58th Street 140 Foot 18-Sided Monopole 13:36:1606/28/01 Miami Lakes. FL 330/4 Client Designed by Phone: (305) 826-5588 MetroPCS Teodoro S. legua FAX (305) 826-/799 Tower Mast Reaction Summary Load Combination Torsion kip-jt 0.00 0.00 0.00 0.00 Shear K 0.00 33.89 33.89 33.89 Vertical K 35.33 35.33 35.33 35.33 Overturning kipft 0.00 3155.76 3155.76 3155.76 Dead O.ly Dead+Wind Normal Dead+Wind 60 Dead+Wind 90 Solution Summary Sum of Applied Forces Sum of Reactions load PX py PZ PX py PZ % Error Comb. K K K K K K 1 0.00 -35.33 0.00 0.00 35.33 0.00 0.000% 2 0.00 -35.33 -33.89 0.00 35.33 33.89 0.000% 3 0.00 -35.33 33.89 0.00 35.33 -33.89 0.000% 4 33.89 -35.33 0.00 -33.89 35.33 0.00 0.000% Maximum Tower Deflections Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. deg deg Ll 140 - 93.25 34.722 2 2.1870 0.0000 L2 93.25 - 49.75 15.465 2 1.5567 0.0000 L3 49.75 - 0 4.569 2 0.8362 0.0000 Critical Deflections and Radius of Curvature Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in deg deg ft 140.00 (2) Cellwave 90 degree Antenna 2 34.722 2.1870 0.0000 Inr 140.00 (2) Cell wave 90 degree Antenna 2 34.722 2.1870 0.0000 lnr 140.00 (2) Cell wave 90 degree Antenna 2 34.722 2.1870 0.0000 lnr 140.00 Low Profile Platform 2 34.722 2.1870 0.0000 I.r 140.00 Low Profile Platform 2 34.722 2.1870 0.0000 Inr 140.00 Low Profile Platform 2 34.722 2.1870 0.0000 Inr 130.00 (2) (N) DB950G65E Antenna 2 30.277 2.0601 0.0000 12823 130.00 (2) (N) DB950G65E Antenna 2 30.277 2.0601 0.0000 12823 130.00 (2) (N) DB950G65E Antenna 2 30.277 2.0601 0.0000 12823 130.00 One.Rail Platform 2 30.277 2.0601 0.0000 12823 130.00 One-Rail Platform 2 30.277 2.0601 0.0000 12823 130.00 One-Rail Platform 2 30.277 2.0601 0.0000 12823 120.00 (2) DAPA 59000 Antenna 2 25.925 1.9309 0.0000 6411 120.00 (2) DAPA 59000 Antenna 2 25.925 1.9309 0.0000 6411 120.00 (2) DAPA 59000 Antenna 2 25.925 1.9309 0.0000 6411 120.00 Sector Mount 2 25.925 1.9309 0.0000 6411 120.00 Sector Mount 2 25.925 1.9309 0.0000 6411 120.00 Sector Mount 2 25.925 1.9309 0.0000 6411 ERlTower Job Page Quantum Park Tower 70f8 LA W Engineering Project Date 5845 NW /58/h Street 140 Foot 18-Sided Monopole 13:36:1606/28/01 Miami Lakes, FL 33014 Client Designed by Phone: (305) 826-5588 MetroPCS Teodoro S. legua FAX: (305) 826-/799 Non-Linear Convergence Results Load Converged? Number Displacement Force Combinalion. of Cycles To/erance To/erance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00000001 3 Yes 4 0.00000001 0.00000oo 1 4 Yes 4 0.00000001 0.00000001 Compression Checks Pole Design Data: Section Elevation Size L L. Klfr F, A Actual Allow. Ratio No. P P. P it fi fi kri inl K K P. LI 140 - 93.25 TP40.74x25x03125 46.75 46.75 233.8 2.731 40.0990 -7.54 109.52 0.069 V L2 93.25 - 49 75 TP55.39x40.74xO.4375 43.50 43.50 172.0 5.046 763084 -19.12 385.Q9 0,050 V L3 4975-0 TP62.14x55.39x0.5 49.75 49.75 153.4 6.349 97.8227 -35.07 621.12 0.056 V Pole Bending Design Data: Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. M, ft. F., ft. M. ft. Fb.~ ft. fi -r;;- -r;;- kip-ft ksi ksi kip1t kri kri LI 140 - 93.25 TP40.74x25x03125 -655.99 19377 36.000 0.538 0.00 0.000 36.000 0.000 L2 93.25 - 49 75 TP55.39x40.74,O.4375 1655.93 18.914 36.000 0.525 0.00 0.000 36.000 0.000 L3 49.75 -0 TP62.14x5539xO.5 3155.76 25.071 39.000 0.643 0.00 0.000 39.000 0.000 Pole Shear Design Data: Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V j., F. i. T i" F" j." it K ksi ksi ---r;- k'p-ft ksi kri -r:;- LI 140 - 93.25 TP40.74x25xO.3125 19.89 0.496 24.000 0.041 0.00 0.000 24.000 0.000 L2 93.25 - 49 75 TP55.39x40.74xO.4375 26.54 0348 24.000 0.029 0.00 0.000 24.000 0.000 L3 49.75 - 0 TP62.14x5539xO.5 34.16 0349 26.000 0.027 0.00 0.000 26.000 0.000 ERITower Job Page Quantum Park Tower 8of8 LAW Engineering Project Date 5845 NW /58th Slree/ 140 Foot 18-Sided Monopole 13:36:1606/28/01 Miami Lakes, FL 33014 Client Designed by Phone. (305) 826-5588 MetroPCS Teodoro S. legua FAX (305) 826-/799 Pole Interaction Design Data: Section Elevation Katio Ratio Ratio Ratio RatiO Comb. Allow. Criteria No. P J.. J.. j. j., Stress Stress ft Po h Fb.V F. Fw Ratio Ratio Ll 140 -93.25 0.069 0.538 0.000 0.041 0.000 0.608 v' 1.000 Von Miscs V L2 93.25 -49.75 0.050 0.525 0.000 0.029 0.000 0.576 v' 1.000 Van Mises v' L3 49.75 -0 0.056 0.643 0.000 0.027 0.000 0.700 v' 1.000 Von Mises t/ Section Capacity Table Section No. Ll L2 L3 Elevation ft 140 - 93.~5 93.25 - 49.75 49.75-0 Component Type Pole Pole Pole Size Contro//ing Element I 2 3 RATING - % Capacity 60.8 57.6 70.0 70.0 Pass Fail Pass Pass Pass P.... TP40.74x25x0.3125 TP55.39x40.74x0.4375 TP62.14x55.39x0.5 Program Version 1.0.54.0 - 6/5/2001 File:C:/Program Files/ERlTower/Aquantum.eri 140 Oft . , 'II i:l:l ''''1 1,.ill.'11 l: ! : ~ JI,Ij! '11'111, !!I' ~!,' II : ~I' ': ~ i i~ I : ~ I,i!" III111 ,.1'1" ): :, ~ ':1: ii ,iI ~ : Iii, " 93.3ft ~.il:'11 m ill !il 'I" i" ili IllJi , i i ~ ! i: i Ii'" in N ;; ~, ~'" c;:/..-; ~, $, 1=: ~ , ~, ~I ~: . I":~, f.l:: ID M ~ ~ ,i " ! i c..W , , 49.Sft ~ o ~ "'~ ~..-; ;!,.... ~: r' , ..". M M ~------' g; .i: ~~ DESIGNED APPURTENANCE LOADING , 2fCellWave"9OCegfiii.';t;.i-- 'ntenna I {;lJ l,,;allWaVe liU aegree "" ,ntenna '(2) GallWave 90 oegree A ntenna LOW I'rollle 1'1at1'onTl OW rOle orm , ow rOle . onn (2) (N) DB9~~~ Ante Ma (;lJ IN) utj;'::I.wutI~l: Arne :nna "'-h2n:Nl"OB950G65FAnffi" 'nno 'Une-KaIl1""l8uorm 'g:::~::~= ~;g 'f;m"' ,-----."f3O".....-..- I 1.ru I I 14U 14U 14U :{~ enn. anna onna , , or oun !Sector Mount ,~eaor Mounl :~ 130 ,;:ro TOWER DESIGN NOTES 1 Tower designed for a 150 mph basic wind in accordance with the TIAI 2. ASCE 7-95 wind provisions are used (exposure C). I' Ii AXIAL 35K MOMENT 3156 kip-ft SHEAR 34K ' ~..J REACTIONS - 150 mph WIND o , Quantum Park Tower "" . 140 Foot 18-Sided Monopole lent: MetroPCS rawn y: Teodoro S. Legua' P a TIAiEIA-222-F ata, 06/28/01 '" a : C:\Pro ram Files\ERIToweAA uantum.eri NTS o. E-1 ngmeermg 5845 NW 158th Street Miami Lakes, FL 33014 Phone: (305) 826-5588 FAX. (305 826-1799 ~- L.II~ 250 - '~jS~t:S~it~500,~I~~u's:Ohi;,4ii15 .... (614) _ 6679 Fax: (614) 221.0166 www.PjFweb.com JOB A 2929 - 9 SUMMIT JOB '3070 12-16-1997 Rev. Dote MI, _ 1:lB'-O' LOAO CAS "'0 MPH WITH 1 TIA EIA 222-F . NO BUILDING CODE PH WINDS ASCE 7 -95 YONOPQ ~ BEEN DESIGNED TO lIEET THE YINIYUY WIND VELIlCIlY REQUlREIlENTS Of E.lCH OF THE THREE DESIGN STANllARllS USlEO N!IJVE. REFUl TO Pia. ONE OF THE CALCIJ1.I,TlONS FOR A COYPARlSON OF THE THREE DESICN STANDARDS. q,'-,. t SPlICE LENCIIl UIN . 54.00. DESICN . 60.00' MAX . 66.00. POL S P I I C A ION ole ho e e: 1 LY N o er; O. 0 IN ho 1 Steel: ASMA6 o!< ose L Steel: M RAD 0 0 K Anchor Bolts: 2 1 4 . . 8-0 LONG lBJ ASTM A615 GRADE 75 100"-0- No. lev. ANT N N " escn tlon 1ST It 7/16' X 49.75' (EST WI . 10.210 lOPS) (GRADE 50, FY.60 KSl) 1-12 138.00 (12) CAPA 59000 PCS PANEl. 138.00 14' lOW PROFILE PlATFORM (ruT) 13-24 120.00 (12) CAPA 59000 PCS PANEl. lruT) 120.00 14' lOW PROF1l.E PlATFORM (CIAIIP ON) ruT) 25-36 100.00 <!2) CAP!- 59000 PCS PANEl. ruT) / 100.00 14~ lOW' PROFILE PlATFORY (CIAIIP ON) ./ \\.l,. / "_ '/ \V \ / / '~~~~~"~~POl.E. -. / ,,';'- ~\O? ~-,~;, .~I~ ~~ \\\\\ '(""~ ",<(0<::> \\)VV<::>\~ \<<::'0~ t~ ~ ~ ~ 4lQ'_q- t SPlICE LENCIIl MIN . 67.SO' DESICN . 75.00' IlAX . 82.50' TOP 115 MPH WIN Loteral Rotation Oellecl;on (swoy) (Inche.) (degree.) 57.9 3.589 SOM Loteral Deflection (lnche.) 1 .7 WIN Rotation (sway) (degrees) .667 Elevo tion It 1/2' X 49.75' (EST WI . 14.688 KIPS) (GRADE 55. FY.55 KSI) " F 1 2 3 S H Section Length feet 49.75 4975 49.75 0.3125 0.4375 0.5000 o A A Diameter Across Flats (;nches) o 0 0 Bottom 25.000 38.930 36.905 50.835 48.210 62.140 60.00 75.00 2:=L :- UNFACTOREO BASE REACTIONS MOMENT = 4365 It kips SHEAR = 46.5 kips . _ AXI!o!.. = 35 kips BASE It J 1/2' X 71.000' SOUAR!: W/(24) 2.25" ANCHOR BOlTS ON 70.000' B.C. WITH "'N. 7'-0' EllBEOYENT INTO PIER (W/NUlS ot TElolPlATE PlATE 0 BOT.) 1 ' .:~ (~~ ~~ : '"r.--''' ." : t i ~..... 1 "r- "Ii '""-r."'l c!. . '\ii -;;:'0 ~'G\ ~crn u.lO iz. z~ 6 u.l >'J::'ii ~ (!) E!; ~ ~a ..,c.... ~ 0 ... (!) i; S III ~ ~u- ,.,a'i O'E!; It) ~ ~ 'A ....- .... .... W, .c> ~ .... r- 't;?, r- ~ ~ ';i; t;t; ('l ~ ~ ..... 0 .... <C" - ~ 'c;. ~ cD. '10 ~ ti 0 g 10 .... ~ <C" .... <C" _ &-o~~ -cD~3""' Q)~IlI=- o '7 ~C' ~'::: 't:S o ~ ~u. - ~ 't:4"i ~10 e;:: Gl -s '" _ "U e ~'il 'O.o<<:f ~(ll~ ~-S -oe@ C ... ~~ Gl ~ (.) G Ol .~ Q) o "'- 'Z- It) o. .... 4. .... .... >' "" ~ ~ >'('l >' ~$ w,~ ~z. ~>' ~~ 0 0 0 \I \I 'a- ~ 'd; ~"i '3 ~ ~G) i;1I "S~~ ~ d)~r- . u- ~ ~ ~ ~(j) ~ 0'4:, .... <!.. '2 GlQ) Uj ~ "% E!; <z. \' ~ (.) - I- ::& - -------- .... G) ~. ~ j<. ~ ;~ g~ 0- \I 'a- o r- ~ ~ o o ~ m ~ u.l ~ ~ (/)' Z(/) o'i, %~ ?'& 0- ~8 0,& tn\t'l (/)<n. <3~ <it) Ul'2 Ul~ ~r- 4.u.lOcriul~~~ WUio~o~~u;r- ~~'25~(/)-ulZ or-ozQ~r-o~ r-~~g~5~~~ ~r- .~ti?r-~Z Ul.U.~o-Ou. W 000 (5~Oul(!) o..(/)O~u;o ~~ o Zo (!) r- W (/) ~ 4. r:: IZ-Z or::~ (j) \~ ~ '5. (/) u.l ~ ~ ~ u.\ ~o::!~'J::;..1r-r-" \~ m~ Ct,~ '1zz ~ \~ ~ .4:0~-W \'6~ ~~r-~~~ > Z <6 a? <a u.\ ';'; .., ~ \,n u.l til (j) u.l :I: '-' ..... (!) ~"i'& r-~CO:i \~'2.~~~'6'#~~ ~<3~~ZiOo~O \ r- Q~ (!)? ~ '2 (j) ~ ~~~~ ':a 55 'i,O ~5r-ti~or:: W~ oz .-..' ZO~'- o..(!)C,O:..,.lC2.:iUl"W'in \~u;~ ~~i~~4. ~Ul U)V'u..zz?Ui OOU;$~ul?4.~::t \n~~~"~~';ncc.~ o...r-Nr-o...r- I /'_ I //<;.... I /. I /~;I' . " I /'r::~ z ( " , '<'" 'h' ~:". ~,~~; " 'v ' ..0 q r- W o <Q. -,.- , . , . . "",. \ ~_~ ,,~ C"..~-\ _ M..... ~ .,' ,,~ J;'-'C- (1- Y ~\. ~.. Sf;. .t:.~;' 1 ..~.".... 't"~. ,:-,,6 'r- ,_ ';~. r'\'~, \rt.." ,. ",,,' ' .,- \,.., \., .' '.' . ------- ...----------- Page 1 N'lI'_pole (tm) - Monopole D..1gn Program Windows Version 1.28.0085 Tue D.e 16. 1997 - 11:32:39 am (c) 1993 to 1997 PAUL J. lI'ORe AND COMPANY. Columbus. Ohio ----------------~---------------------------------------------------------------- Bngineer : RXT Job No......: 29297-809 Design No: SUHKIT JOB #3070 Description: 140-rT POLB - 6MD1050D: DADS CO., MIAHI. lI'L D.sign..... : 115 MPH I 100.5 MPH + 1/2" ICS OWn.r...... : omnipoint - Status..... : lI'inal Design Client: Summit Manufacturing Inc. Revision: Rev. Date : --------------------------------------------------------------------------------- Pole H.ight Pole Shape Pole Type Pole Taper 138 ft l8-Sided polygon : Taper shaft . Slip Joint Splice : 0.280000 (in/ft) ---------------~----------------------------------------------------------------- INl'lJ"r TUBS PROPBRTIBS: Top I Bot Wall Top Bot Slip Tube Splice Tube Tube 'l'bick Ste.l Diem DilUll Joint Sect Slev Slev Length [t] [l'y] [Dt] [Db] OVerlap No. (ft) (ft) Ut) (in) (ksi) (in) (in) (in) --------------------------------------------------------------------------------- 1. 2. 3. 138.00 93.25 49.75 88.25 43.50 0.00 49.750 -0.31250 49.750 0.43750 49.750 .0.50000 50 50 65 25.000 36.905 48.210 38.930 50.835 62.140 60.00 75.00 --------------------------------------------------------------------------------- TUBS SECTION PROPBRTISS, DilUll. Wall Diaml Tu::>e Section Acro.. Thick Thick Sect Weight Blev Flats [t] [WIt] [D/t] Area Ix No. (kips) Location (ft) (in) (in) Ratio Ratio (inA2) (inA4) -----------------------------------------------------.---------.----------------. 1 5.315 ltTop 138.0 25.000 0.3125 12.34 80.00 24.49 1885.1 .Splice 93.3 37.530 19.41 120.10 36.91 6458.0 .Bot as.3 38.930 20.20 124.58 38.30 7214.6 2 10.210 ltTop 93.3 36.905 0.4375 13.11 84.35 50.64 8506.2 .Splice 49.8 49.085 18.02 112.19 67.55 20191.7 .Bot 43.5 50.835 18.72 116.19 69.98 22450.0 3 14.588 ltTop 49.8 48.210 0.5000 15.24 96.42 75,71 21768.3 .Bot 0.0 52.140 20.15 124.28 97.82 46942.4 --------------------------------------------------------------------------------- Total Shaft Steel Weight . 30.213 kips --------------------------------------------------------------------------------- ~ , \, i":/ , ,0) ,.0, .... \" / .......,'\ ,/ ,,; " ,,-,.;/ ) , SHEET OF PERMJT SET DO NOT R'1:":', ~~ ; a:: It-I ,_ ,. ::: pJ,J'_pole Page 2 (tm) - Monopol. IL~ign Program Windows version 1.28.0085 Tue D.c 16, 1997 - 11:32:39 am (c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No......: 29297-809 D.sign No: SUKHrr JOB #3070 Engin..r: RX~ D..cription : 140-rT POLE - 6MD1~50D: DADE CO . XIAKI, FL D..ign..... : 116 HPH I 100.5 HPH + 1/2. ICE Own.r...... : Omnipoint Client: Summit Xanufacturing Inc. Statu...... : Fins1 Design R.vision: Rev. Date: --------------------------.------------------------------------------------------ S.gm.nt Properties: TuI:> e S.gmt No. Segment Feature Location Segment 1I1ev. (ft) Diam. Acro.s Plat. (in) Wall ~hicle [t] (in) ( . Max Segment 2 DilUllI Thicle [D/t] Ar.... Ratio (in-2) [w/tl Ratio 10 ft ) --------------------------------------------------------------------------------- Ix (in-4) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. lS. 16. 17. 1-8. 19, 20. 21. 22. 23. 24. 25. 26. top <arm [1]> <arm [2] > <arm [3] > <arm [41 > <arm [51 > <arm [61> <arm [71> top sec(2) bot sec (1) top sec(3) bot s.c(2) bas. 138.000 138.000 138.000 138.000 130.000 120.000 120.000 120.000 110.000 100.000 100.000 100.000 93.250 90.000 88.250 80.000 70.000 60.000 50.000 49.750 43.500 40.000 30.000 20.000 10.000 0.000 25.000 25.000 25.000 25.000 27.240 30.040 30.~0 30.040 32.840 35.640 35.640 35.640 37.530 37 . 815 38.305 40.615 43.415 46.215 49.015 49.085 49.960 50.940 53.740 56.540 59.340 62.140 Total Number of Antenna. I Arma . 7 0.31250 0.31250 0.31250 0.31250 0.31250 0.31250 0.31250 0.31250 0.31250 0.31250 o 31250 0.31250 0.31250 0.43750 0.43750 0.43750 0.43750 0.43750 0.43750 0.43750 0.50000 0.50000 0.50000 0.50000 0.50000 0.50000 12.34 12.34 12.34 12.34 13.61 15.19 15.19 15.19 16.77 18.35 18.35 18.35 19.41 13.48 13.67 14.61 15.73 16.86 17.99 18.02 15,86 16,20 17.19 18.18 19.16 20.15 ...... ..,...,. -...~ . .~ ,-' - ~.. .- :,... , f.... -'"':~ t::.~,1 ~.J 80.00 80.00 80.00 80.00 87.17 96.13 96.13 96.13 105.09 114.05 114.05 114.05 120.10 86.43 87.55 92.83 99.23 105.63 112.03 112.19 99.92 101.88 107.48 113.08 118.68 124.28 24.49 24.49 24.49 24.49 26.71 29.48 29.48 29.48 32.26 35.04 35.04 35.04 36.91 51.90 52.58 55.79 59.68 63.57 67.45 67.55 78.49 80.05 84.49 88.93 93.38 97.82 1885.1 1885.1 1885.1 1885.1 2446.1 3291.2 3291.2 3291.2 431.1.4 5523.3 5523.3 5523.3 6458.0 9159.0 9523.9 11375.2 13922.8 16824.9 20104.7 20191.7 24252.5 25722.7 30248.3 35275.9 40831..8 46942.4 " / , / ,,:~, .~) ''',.0- ') ?70~ - //J / .......~ ,/ ()'. ;' r-....,. '.. ~-,~ , ,~ _ .. ""40 ....~ "..r. \ ,I :.; ~ ....~.i !; r,?""m~,f"l'- ("to-",:"" ' :--'..:r\;\':,J ;;1_ ~C~:.f]l"~~l~ ; H"--t\:~,,,,-V', .. -'I Page 3 pJ)'_pC:le (tm) - Monopole 0 gn Program Window. Ver.ion 1.28.0085 TUe Oec 16, ~~97 - 11.32.39 am (c) 1993 to 1997 PAUL J. PORD AND COMPANY, Columbu., Ohio --------------------------------------------------------------------------------- Job No....... 29297-809 De.ign No: SCKKIT JOB .3070 Engineer. RXT De.cription : l40-FT POLE - 6XD1050D. DADE CO., MIAHI, FL D..ign..... : 116 MPS / 100.5 MPS + 1/2" ICE OWner...... : omnipoint Client: Summit Manufacturing Inc. Status..... : Pinal De.ign R.vi.ion. Rev. Date. --------------------------------------------------------------------------------- AllTBNNA AND ARK PROPERTIES AND LOAD DATA. LOJ\D CASE 1. BASIC WIND VKLOCITr . 116.00 mph A%m Load Antenna Antenna Ant Mount. Applic. A%m Ic. Area :rorce Antenna Arm Blev. Slev. L.ngth Load !CaAa} !qzGhCaAal Weigbt No. (ft) (ft) (ft) Ca.. (sf) (lb.) (lb.) -----------------------------------------------------------------------.--------- [11 138.000 140.750 0.0000 No Ice: 1.00 88.11 108.00 D..cription: 5/8" Lightning Rod [ qz } [qz] [Gb] [ Gh } ! It:a } - (psf) (p.f) 1.69 1.513 No Ice. 52.136 88.110 -----------------------------~--------------------------------------------------- [2] 138.000 138.000 0.0000 No Ice: 58.92 5162.24 180.00 De.cription. (12) DAPA 59000 PCS Panel [ qz } !qz} [Gb] [ Gh] [ ltz ] (psf) (p.f) 1.69 1.505 No Ice. 51.843 87.614 [3] 138.000 138.000 2.0000 No Ice: De.cription. 14' Low Profile Platform --~--------------------------------------------------~--------------------------- 1300.00 [ Gh] [ltz I 1.69 1.505 No Ice. 35.00 [ q:a } (paf) 51.843 3066.50 [qz] [Gb] (p.f) 87.614 -------------~----------------------------------------.-------------------------- [4] 58.92 (l'utw:e) [ q" } (paf) 49.813 120.000 120.000 0.0000 No Ice. De.cription. (12) DAPA 59000 PCS Panel [ Gh} [ltz] 1.69 1.446 No Ice. 4960.16 180.00 [qz] [Gh} (p.f) 84.185 -------------------------------------.---------------~-----------------.--------- 1300.00 [5} 120.000 120.000 2.0000 No Ice. Description. 14' Low Profile Platform 35.00 (Clamp On) [ qz } (psf) 49.813 [ Gh] [It:} 1.69 1.446 No Ice: --------------------------------------------------------------------------------- 2946.47 (l'uture) [q:a} [Gh} (p.f) 84,185 [6} 100.000 100.000 0.0000 No Ic.: 58.92 4708.39 180.00 De.cription: (12) DAPA 59000 PCS Panel (l'utw:e) [ qz } [qz} [Gh] .,~. [ Gh } [ Itz ] (psf) (p.f) ~ 1.69 1. 373 No Ice: 47 285 79.912 --------------------------------------------------------------------------------- " .~~~ / [7} 100.000 100,000 2 0000 No Ice: 35 00 2796.91 1300.00 , -....'--// De.cription: 14 . Low Profile platform (Cllllllp On) (l'uture) ,L::'/ [ qz I [q"} [Gh] """ ,-.., [ Gh } [ It" } (psf) (psf) \" 1.69 1 373 No Ice: 47 285 79.912 r~:, > ~.- -----------------------------------------------------------------------------~~-- SHEET OF PERMIT SET rr. ~1''"''T ~)1=':'.;1:"'1 /C J"v "...'...;1 ~ rl.~&W!''''' ~.:- Page 4 PJF Pol. (tm) - Monopol. D, J.gn Program - Windows v.rsion 1.28.0085 Tue Dee 16, 1997 11:32:39 am (c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio -------------------------------------------~----------.------.------------------- Job No......: 29297-809 D.sign No: SUKNIT JOB #3070 Bngine.r: RXT D.scription : 140-FT POLK - 6MDI050D: DADK CO., MIAMI. FL D.sign...., : 116 MPH / 100.5 MPH + 1/2" ICK awn.r...... : Omnipoint Client: Summit Manufacturing Inc. Statu...... : Final D..ign Revision: Rev. Date: ------------------------------------------------------------------------------.-- POLK SHAFT LOADS: LOAD CASK 1: BASIC WIND VBLOCIT1' . 116.00 mph Top of S.gment Kl.v. (ft) Expo. CoeH [K"] per TIA/KIA-222-F Standard; Gust Factor ........ Gh. 1.69 Pol. DL OV.r1oad Factor . 1 Por all cross sectional shap.., Force Coefficient [Cf] ne.d not exceed 1.2 for any value of C. (Where C.sqrt(K,,)*V*D.) Pole Projected Area Segment Shaft v.loc Fore. Shaft Segm.nt Wind S.gment Co.ff Coeff [A.] [Cf Ae] Force Weight rCl rCfl (.f) (.f) (lb.) (lb.) V.loc P.r... [q"l (pd) D..ign Load. Per TIA/KIA Tab1. 1: Not. 3. --------------------------------------------------------------------------------- 138.000 1.505 51.84 296.47 0.650 0.000 0.000 0.00 0.00 138.000 1.505 51. 84 296.4T 0.650 0.000 0.000 0.00 0.00 138.000 1.505 51.84 296.47 0.650 0.000 0.000 0.00 0.00 138.000 1. 505 51.84 296.47 0.650 2.095 1.362 119.31 83.79 130.000 1.480 50.97 320.29 0.650 17.600 11.440 992.71 704.36 120.000 1.446 49.81 349.20 0.650 21.585 14.030 1194.76 864.70 120.000 1.446 49 . 8J. 349.20 0.650 0.000 0.000 0.00 0.00 120.000 1.446 49.81 349.20 0.650 2.515 1. 635 137.62 100.80 110.000 1.411 48.59 377.03 0.650 26.433 17.182 1426.82 1060.01 10.0.000 1.373 47.28 403.64 0.650 25.785 16.760 1357.86 1034.80 100.000 1.373 47.28 403.64 0.650 0.000 0.000 0.00 0.00 100.000 1.373 47.28 403.64 0.650 2.982 1. 938 154.88 119.70 93.250 1.346 46.35 420.83 0.650 18.373 11. 943 944.52 1377.66 90.000 1.332 45.88 421.88 0.650 12.512 8.133 633.57 701.14 88.250 1.325 45.63 426.15 0.650 3.186 2.071 159.99 178.59 80.000 1.288 44.36 445.56 0.650 29.726 19.322 1468.65 1666.88 70.000 1.240 42.70 467.27 0.650 35.246 22.910 1682.47 1977.77 60.000 1.186 40,86 486.58 0.650 37.579 24.426 1721.36 2110.07 50.000 1.126 38.79 502.79 0.650 36.838 23.945 1611.14 2069.51 49.750 1.124 38.73 503.15 0.650 3.047 1.981 129.65 1633.68 43.500 1.082 37.28 502.39 0.650 24.630 16.010 1027.43 1579.83 40.000 1.057 36.39 506.14 0.650 16.887 10.976 682.16 1083,46 30.000 1.000 34.45 519.49 0.650 43.850 28.502 1687.73 2814.49 20.000 1.000 34.45 546.55 0.650 46.183 30,019 1747.60 2965.69 10.000 1. 000 34.45 573.62 0.650 48.517 31.536 1835.89 3116.89 1.000 1.000 34.45 597.98 0 650 45.660 29.679 1727.79 2934,48 Summation TOTAL . 22443.91 30178.40 , --------- ( END LOAD CASK 1 POLK SHAFT LOADS )------------------------------- '. '~ >~ " ()' -" ,'-" /~~-; / , /,- 'v/ , ~ /' -~-'>/ -~ ' " SHEET OF PERMIT SET DO NOT REMOVE P...g. 5 PJF Pol. (tm) - Mo..opol. 0 9'" Progr"", - wi..dow. V.rDiO" 1.28.0085 Tu. D.c 16, _J97 - 11:32:39 am Ccl 1993 to 1997 PAUL J. FORO AND COMPANY, Columbu., Ohio --------~------------------------------------------------------------------------ Job No......: 29297-809 D.sign No: SUMMIT JOB #3070 Engi....r: RXT D.scriptio.. : 140-FT POLK - 6MD10500: DADB CO., HIAHX, FL D.sign..... : 116 KPH / 100.5 MPH + 1/2" ICB own.r...... : Omnipoi..t Cli.nt: Summit Manufacturing Inc. St...tu...... : rinal Design Revision. R.v. Date: --------------------------------------------------------------------------------- POLK SHAFT SBGMBNTS AXIAL AND SH'BAR FORCBS: LOAD CASB 1: .BASIC WIND VELOCITY . 116.00 IIlph Cumulative CUmulative Tub. S.gm.nt Axial Axial Hori,". Hori,". Segm...t Bl.vatio.. Load Load Sh.ar Sh.ar No. (ft) (kips) (kips) (kips) (kips) ----------.---------------------------------------------------------------------- 1. 138.000 0.000 0.000 0.000 0.000 2. 138.000 0.108 0.108 0.088 0.088 3. 138.000 0.180 0.288 5.162 5.250 4. 138.000 1.384 1.672 3.186 8.436 5. 130.000 0.704 - 2.376 0.993 9.429 6. 120.000 0.865 3.241 1.195 10.624 7. 120.000 0.180 . 3.421 4.960 15.584 8. 120.000 1.401 4.822 3.084 18.668 9. 110.000 1,060 5.882 1.427 20.095 10. 100.000 1,035 6.916 1.358 21.453 11. 100.000 0,180 7.096 4.708 26.161 U. 100.000 1,420 8.516 2.952 29.113 13. 93.250 1.378 9.894 0.945 30.057 14. 90.000 0,701 10.595 0.634 30.691 15. 88.250 0.179 10.774 0.160 30.851 :t6 . 80.000 1.667 12.440 1.469 32.319 17. 70.000 1..978 14.418 1.682 34.002 18. 60.000 2.110 16.528 1.721 35,723 1.9. 50.000 2.070 18.598 1.611 37.334 20. 49.750 1.634 20.232 0.130 37.464 21. 43.500 1.580 21.811 1.027 38.492 22. 40.000 1.083 22.895 0.682 39.174 23, 30.000 2.814 25.70.9 1.688 40.861 24. 20.000 2,.966 28.675 1. 748 42,609 25. 10.000 3.117 31.7.92 1.836 44,445 26. 1. 000 2.934 34.726 1.728 46.173 Ba.. 0.000 34.726 46.173 ______eo. ( KND LOAD CASB 1 AXIAL AND SHEAR FORCB ).__._-------_._.__._-~~ ~~ /0,'~') / v" ... " ..:::" "- -~,. "Y..";t" " 'J ~ - '=:~-;- c:- ::E~~~l T "':7' . I' -' i'::[!:" ~ 1" ....""-' .; U t '" .~ '-?" ~ r.~'" Page 6 pJ'P_pole (tm) . Monopol. 0.. ~gn Program Window. V.r.ion 1.28.0085 Tue Dee 16, 1997 - 11:32:39 am (c) 1993 to 1997 PAUL J, FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No......: 29297-809 D.sign No: SOHHIT JOB .3070 Engin.er: RXT Description: 140-FT POLK - 6HD10500: DADB CO., MIAMI, FL Oe.ign..... : 116 HPH I 100.5 MPH + 1/2" ICE awn.r...... : Omnipoint Client: Summit Manufacturing Inc. Statu...... : Fina10..ign Revi.ion: Rev. Date :' -------------------------------------------------------.------------------------- pOLB SHAFT SBGMENTS HOHKNTS and DB7LBCTIONS: LOAD CASK 1: BASIC WINO VELOCITY _ 116.00 mph _n______] [--DEFLECTIONS (inch)-------] No Total W/ Total P-0.1ta P-Oelta Rotation Effects Effacts (deg) Sagmnt Klav (ft) [u______ From AntI Arm HOHKNTS From Shaft Wind (ft-kip.) From P-Dalta Effect. Total Moment -.------------------------------------------------------------------------------- 138.00 138.00 138.00 138.00 13 0.00 120.00 1:10.00 120.00 110.00 100.00 100.00 100.00 93.25 90.00 8-B.25 80.00 70.00 60.00 50.00 49.75 43.50 40.00 30.00 20.00 10.00 0.00 0.242 0.242 0.242 0.242 66.777 149.946 149 . 946 149.946 312.181 474.415 474.415 474.415 634.585 711.703 753.229 948.991 1186.279 1423.567 1660.855 1666.787 1815.092 1898.143 2135.430 2372.719 2610.006 2847.294 0.000 0.000 0.000 0.000 4.385 21.420 21.420 21.420 52.210 97.662 97.662 97.662 137.032 158.547 170.820 235.416 328.855 439.307 567.084 570.485 659.372 712.067 874.117 1053.234 1250.225 1465.972 ---------( END LOAD CASK 1 0.000 0.242 57.032 57.857 3.5B9 0.000 0.242 57.032 57.857 3.589 0.000 0.242 57.032 57.857 3.589 0.018 0.260 56.290 57.104 3.589 1. 005 72.167 50.378 51.103 3.553 2.523 173.888 43.859 44.487 3.433 2'.523 173.888 43.859 44.487 3.433 2.728 174.093 43.149 43.767 3.433 5.813 370.203 36.249 36.763 3.232 8.913 580.990 30.458 30.886 2.957 8.913 580.990 30.458 30.886 2.957 9.279 581.357 29.847 30.266 2.957 11.926 783.543 26.298 26.665 2.739 13.843 884.093 24.066 24.400 2.651 14.333 938.382 23.520 23.847 2.602 18.835 1203.242 18.887 19.146 2.361 23.962 1539.096 14.325 14.518 2.053 29.032 1891.906 10.411 10.549 1. 735 33.498 2261.436 7.375 7.471 1.415 33.841 2271.113 7.157 7.250 1.407 36.734 2511.198 5.517 5.588 1.221 38.554 2648.764 4.546 4.604 1.118 42.643 3052.191 2.535 2.566 0.828 45.867 3471.820 1.116 1.130 0.545 47.984 3908.215 0.276 0.280 0.268 48,746 4362.013 0.000 0.000 0.000 MOMENTS AND DEFLBCTIONS )------------------------ , , ' < >" . <c--,' - /C/" / c::: . /~./ ;- " <). If. .1" /-:--y <,{) ... -, , " , , SHEET OF PERMIT SeT DO NOT REiliiG "./E Page 7 PJF_Pole (tm) - Monopole I) .Lgn Px-ogz'am windows Vex-.ion 1.28.0085 Tue Dsc 16, 1997 - 11:32:39 am (c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No......: D"Scx-iption Design.... . Own..r...... : Statu...... : 29297-809 D..sign No: SUMMIT JOB .3070 Engin"ex-: RXT 140-FT POLK. 6MD1050D: DADK CO., MIAMI, FL 116 MPH / 100.5 MPH + 1/2" lC! omnipoint Cli..nt: Summit Manufacturing Inc. Final Design Revision: ReV. Date : ----------------------------------------------------------.---------------------- POLK SHAFT SKGMBNTS ACTUAL VS. ALLOWABLK STRESSKS. LOAD CASK 1: BASIC WIND VBLOClTY . 116.00 mph S..gmnt Klev (ft) Allowable stresae. HAVB NOT been incx-eas.d by {-------------- ACTUAL STRESSKS ---------------1 Sending Axial Toraion Shear Combined {fb] {fa] eft] {fv] [reotl (kai) (kai) (kai) (kai) (ksi) 1/3. Allow Stre.. {Fb] (kai) Actual/ Allowable [reot/Fb] Ratio Note: ----------------------------------------------------------.---------------------- 138.00 0.020 0.000 0.000 0.000 0.020 36.00 0.0005 138.00 0.020 0.004 0.004 0.007 0.030 36.00 0.0008 138.00 0.020 0.012 0.214 0.428 1.113 36.00 0.0309 138.00 0.021 0.068 cf. 455 0.687 1. 980 36.00 0.0550 130.00 4.896 0.089 0.382 0.704 5.329 36.00 O.lUO 120.00 9.670 0.110 0".314 0.719 9.942 36.00 0.2762 120.00 9.670 0.116 0.481 1.055 10.141 36.00 0.2817 120.00 9.681 0.164 0.641 1.263 10.382 36.00 0.2884 110.00 17.180 0.182 0.535 1.243 17.633 36.00 0.U98 100.00 22.840 0.197 0.454 1.222 23.220 36.00 0.6450 100.00 22.840 0.203 0.587 1.490 23.322 36.00 0.6478 100.00 22.855 0.243 0.695 1.658 23.454 36.00 0.6515 93.25 27.742 0.268 0.626 1. 625 28.280 36.00 0.7856 90.00 22.239 0.204 0.40 1.180 22.618 36.00 0.6283 88.25 22.994 0.205 0.432 1.171 23.365 36.00 0.6490 80.00 26.175 0.223 0.384 1.156 26.532 36.00 0.7370 70.00 29.240 0.242 0.335 1.137 29.592 36.00 0.8220 60.00 31.661 0.260 0.295 1.121 32.016 36.00 0.8893 50.00 33.590 0.276 0.262 1.104 33.949 36.00 0.9430 49.75 33.637 0.300 0.262 1.107 34.019 36.00 0.9450 43.50 31.517 0.278 0.221 0.978 31.863 39.00 0.8170 40.00 31.958 0.286 0.213 0.976 32.310 39.00 0.8285 30.00 33.038 0.304 0.191 0.965 33.402 39.00 0.8565 20.00 33.903 0.322 0.173 0.956 34.281 39.00 0.8790 10.00 34.604 0.340 0.156 0.950 34.997 39.00 0.8974 0.00 35.180 0.355 0.143 0.942' 35.584 39.00 0.9124 --------- ( END LOAD CASE 1 ACTUAL VS. ALLOWABLE STRESSES )------------------ .~ <-~ 5if >?p~ .*' ,'\.} e-,- ~ \'-- /"" /&" / - / / ,0/' -, , ''/ /", " ... " - ',- "'..... , -. __1:-::- J~ ;:'Chfw1iT SET I ~~'f,()'r JiE~~()v'E PJ? Pole (tm) - Monopole 0, gn Program - Window. Version 1.28.0085 rue Oec 16. .997 - 11:32:39 am (c) 1993 to 1997 PAUL J. FORD AND COMPANY. Columbus. Ohio Page 8 -~------------------------------------------------------------------------------- Job No......: 29297-809 Design No: SUMHIT JOB #3070 Engin..r: RXr D.scription : 140-PT POLS - 6MDl~50D: DADS CO.. MIAHI. FL D.sign..... : 116 MPH I 100.5 MPH + 1/2" ICE Own.r...... : Omnipoint Cli.nt: Summit Manufacturing Inc. Statu...... : FinalOesign R.vision: R.v. Dat. : -------------------------------------------------------~------------------------- ANTENNA AND ARM PROPERTIES AND LOAD DATA: LOAD CAS!!: 2: WIND VBLOCITY .. 100.50 Illph + 0.50 inch.. Radial Ic.. Arm Load lInt.ana lInt.ana lint Mount. Applic. An> IC. Area Force lInt.ana An> Slev. Slev. L.ngth Load [CaAal [qzGhCaAal Weight No. (ft) (ft) (ft) Ca.. (sf) (lb.) (lb.) --------------------------------------------------------------------------------- [11 138.000 140.750 0.0000 wi Ic.: 1 25 82.67 144.00 Description: 5/8" Lightning Rod [ qz I [qz] [Gh] [ Gh ] [ Itz ] - (psf) (p.f) 1.69 1.513 wi IC.: 39.134 66.136 --------------------------------------------------------------------------------- [2] 138.000 138.000 0.0000 w/ Ic.: 69.24 4553.54 468.00 D..cription: (12) OAi'A 59000 PCS Pan.l [ qz ] [qz] [Gh) [ Gh) [ Itz ] (psf) (p.f) 1.69 1.505 wi Ic.: 38.914 65.765 . . --------------------------------------------------------------------------------- (3) 138.000 138.000 2.0000 wi Ic.: D.scription: 14' Low Profile Plattorm w/ Ic.: 40.00 [ qz ] (p.f) 38.914 2630.58 21.00.00 [Gh] [ltz) 1.69 1.505 [qz) IGbl (p.:!!) 65.765 --------------------------------------------------------------------------------- [4] 120.000 120.000 0.0000 w/ Ic.: Description: (12) DAPA 59000 PCS pan.l W/ Ice: 69.:a (Putur.) [ qz ] (psf) 37,391 4375.29 468.00 [ Gb] [ltz] 1. 69 1. 446 [qz] [Ghl (psf) 63,1.90 -------------------------------------------------~------------------------------- [5] 120.000 120.000 2.0000 W/ Ic.: 40 00 2527.61 2100.00 D.scription: 14' Low Profile Platform (Clamp On) (Futur.) [ qz ] [qz] [Ghl (6i--~~~~~~~---~i~~f~~--~~~~~~-----;;-~~~~----i~~f~:-----~~!~~~~-------~6-:~;~~~~ D.scription: (l~) DAPA 59000 PCS Pan.1 (Futur.) /'/ .~ [ qz I [qzl [Gh] ",~ '> ~ [ Gh) I Itz J (psf) (psf) ~ fY 1.69 1.373 wi Ic.: 35 493 59.983 . ~~ ---------------------------------------------------------------------------------/ ,,\ [7] 100.000 100 000 ~. 0000 wi Ic.: 40 00 2399.31. 2100 00 r::;.' / D.scription: 14' Low Profile Platform (Clamp On) (Futur.) C:~ [ qz ] [qz] [Gb] ~,,,,- [ Gh] [ltz) (psf) (psf) , ./ 1.69 1 373 w/ Ic.: 35 493 59.983 ' ----------------------------------------------------------------------------~---- SHE~T OF PERMIT SET ' DO NOT REMOVE ---~.._.----------- Page 9 P~_Pol. (tml - Monopol. D~_~gn Program Windows V.rsion 1.28.0085 Toe D.c 16. 1997 - 11.32:39 am (c) 1993 to 1997 PAUL J. FORD AND COMPANY. Columbus, Ohio --------------------------------------------------------------------------------- Job No,...... De.cription De.ign.... Own.r...... : St..tu...... : 29297-809 Design No: SUMMIT JOB #3070 Engine.r: RXT 140-rT POLK - 6MD1050D: DADK CO., MIAMI. FL 116 MPH 1 100.5 MPH + 1/2" ICK Omnipoint Client: Summit Manuf..cturing Inc. Pinal D.sign Revision: Rev. Date : --------------------------------------------------------------------------------- LOAD CASH 2. POLK SHAFT LOADS. WIND vELOCITY. 100.50 mph with 0.50 inches Radial Ice. Design Loads p.r TIA/KIA-222-P Stand..rd; Gust Factor ........ Gh. 1.69 Pol. DL OV.rload Factor . 1 Per TIA/KIA Tabl. 1: Not. 3: Por all cross s.ctional shap.s. Pore. Coeffici.nt [Cfl n..d not exce.d 1.2 for any value of C. (Wh.r. C..qrt(Kzl*V*D.1 Top of V.loc Pol. proj.cted Ar.a Segm.nt Shaft s.gment Bxpos Pr... v.loc Pore. Shaft Segm.nt Wind S.gm.nt H1.v. Co.ff [qz] Co.ff Co.ff [A.I [Cf A.] Fore. W.ight --~~:~--_..~~~~----~~~~~-_.~:~_::_-~:~~-_._~~:~._..~~~~-_._--)[~~~_._--~:~~~----- 138.000 138.000 138.000 138.000 130.000 12..0.000 120.000 120.000 110.000 10'0.000 100.000 100.000 93.250 90.000 88.250 80.000 70.000 60.000 50.000 49.750 43.500 40.000 30.000 20.000 10.000 1.000 1. 505 1.505 1. 505 1. 505 1.480 1.446 1.446 1.446 1.411 1.373 1.373 1.373 1.346 1. 332 1. 325 1.288 1.240 1.186 1.126 1.124 1.082 1.057 1. 000 1.000 1 000 1.000 38.91 38.91 38.91 38.91 38.26 37.39 37.39 37.39 36.47 35.49 35.49 35.49 34.79 34.44 34.25 33.30 32.05 30.67 29.12 29.07 27 .98 27.32 25.86 25.86 25.86 25.86 256.86. 256.86 256.86 256.86 277.49 302.54 302.54 302.54 326.65 349.71 349.71 349.71 364.60 365.51 369.21 386.02 404.84 421.56 435.61 435.92 435.26 438.51 450.07 473.52 496.97 518.08 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0,650 0.650 0.650 0.650 0.650 0.650 - ..... "- "o.~ ):~:~_:__:~~~~::~-_:~~~~:::-.-~~//~()~ " ~:y )' /rS' /~0 'v/.....0 :$'/ ,~ 0.000 0.000 0.000 2.178 18.267 22.335 0.000 2.598 27 .267 26.535 0.000 3.065 18 873 12.845 3.270 30.476 36.079 38 412 37.609 3.110 25.130 17.220 44.683 47 017 49,350 46 410 ---------( BND LOAD CASK 2 SUJIIIIla tion POLK SHAFT LOADS 0.000 0.000 0.000 1.416 11.873 14.518 0.000 1.689 17.723 17.248 0.000 1.992 12.268 8.349 2.125 19.810 23.451 24.968 24.446 2.021 16.334 11.193 29.044 30.561 32,077 30,166 0.00 0.00 0.00 93.12 773.37 927.97 0.00 106.72 1104.76 1048.87 0.00 119.50 728.26 488_24 123.23 1130.20 1292.75 1320.74 1234.66 99.31 786.86 522.15 1290.92 1335.44 1401. 71 1318.21 0.00 0.00 0.00 99.62 837.17 1027.33 0.00 119. 74 1258.85 1228.54 0.00 142 . 09 1635.09 795.04 202.50 1889.80 2241.88 2391.46 2345.27 1851.11 1764.08 1209.75 3142.31 3310.79 3479.27 3275.40 __ ,_ _..... r--- _" ~.\,- '.",:- f"'" r ~ - t" .::.:-1 1 ,{'I r .." N~ -' "- ...- R-\\ C( it:. ,..... ;"; ,'" "- t::. "\/1 . \j ,;... 'l J'..,j l;\ollv ~ ...:l ' Page 10 llJl!' Pol. (tm) _ lIonopole D. ..gn Program - Window. V.rsion 1.28.0085 Tu. Dec 16, 1997 - 11,32,39 am (c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio ----~~--------------------------------------------------------------------------- Job No......, 29297-809 D..ign No, SUIIIIIT JOB #3070 Bngin..r I RXT D.scription , 140-FT POLK - 6MD1~50D, DADB CO., IlIAMI, FL D..ign..... , 116 IIPB / 100.5 IIPB + 1/2" ICB Own.r...... , omnipoint Cli.nt, Summit lIanufacturing Inc. Statu...... , Final D.sign R.vi.ion, R.v. Dat. , --------------------------------------------------------------------------------- POLB SHAl"T SBGMBNTS AXIAL AND SHBAR PORCES, LOAD CASB 2, WIND VBLOCITY . 100.50 mph with 0.50 inch.. Radial :Ice, CUmu1ativ. CUmulativ. Tub. Segm.nt Axial Axial Hori,.. Hori,.. s.gment Bl.vation Load Load Shear Shear No. (ft) (kip.) (kip.) (kips) (kip.) --------------------------------------------------------------------------------- 1. 138,000 0.000 0.000 0.000 0.000 2. 138.000 0.144 0.144 0.083 0.083 3. 138,000 0.468 0.612 4.554 4.636 4. 138.000 2.200 _ 2.812 2.724 7.360 5. 130.000 0.837 3.649 0.773 8.133 6. 120.000 1.027. 4.676 0.928 9.061 7. 120,000 0.468 5.144 4.375 13.437 8. 120.000 2.220 7.364 2.634 16.071 9. 110.000 1.259 8.613 1.105 17.176 10. 100.000 1.229 9.851 1.049 18.224 11. 100.000 0.468 10.319 4.153 22.378 12. 100.000 2.242 12.561 2.519 24.897 13. 93.250 1.635 14.196 0.728 25.625 14. 90.000 0.795 14.991 0.488 26.113 lo5. 88.250 0.202 15.194 0.123 26.236 16. 80.000 1.890 17.084 1.130 27.366 17. 70.000 2.242 19.326 1.293 28.659 18. 60.000 2.391 21.717 1.321 29.980 19. 50.000 2.345 24.062 1. 235 31.215 20. 49.750 1.851 25.913 0.099 31.314 21. 43.500 1.764 27.678 0.787 32.101 22. 40.000 1.210 28.887 0.522 32.623 23. 30,000 3.142 32.030 1.291 33.914 24. 20.000 3.311 35.340 1.335 35.249 25. 10.000 3.479 38.820 1.402 36.651 26. 1,000 3.275 42.095 1. 318 37.969 Ba.. 0.000 42,095 37,969 n_nU__ ( BNIl LOAD CASK 2 AXIAL AND SHBAR PORCE )-------------------------- ,- Page 11 PJP'~Pole (tml _ Monopole De__gn Program Window. Ver.ion 1.28.0085 Tue Dec 16, 1997 - 11:32:39 em (cl 1993 to 1997 PAUL J. FORD AND COIIPANY, Columbu., Ohio ---~~---------------------------------------------------------------------------- Job No......: De.cription De.ign..... awn..r...... : Statu...... : 29297-809 Design No: SOIIMIT JOB .3070 Engineer: RXT IfO-FT POLB - 6KOI050D: DADB CO., MIANI, FL 116 IIPH I 100.5 IIPH + 1/2" ICB Omnipoint Client: Summit Manufacturing Inc. Final Design Revision: Rev. Date : ---------------------------------------------------------------------.-----.----- POLK SHAFT SBGllBNTS MOIIBNTS and DBFLBCTIONS: LOAD CASB 2: WIND VBLOCITY . 100.50 mph with 0.50 inchea Radial Ice. C-------- IIOIlBN'l'S (ft-kipa) ---------J [- -DBFLEcrIONS (inch) -------J Se9""1t From FrOlll FrOlll No Total wi Total Blev Anti Shaft P-Delta Total P-Delta P-Oelt. Rotation (ftl Ar1D Wind Bffect. Momen t Bffecte Effects (degl ------------------------.---------.-------------------------------------------.-- 138.00 138.00 138.ob 138.00 130.00 120.00 120.00 120.00 110.00 100.00 100.00 100.00 93.25 90.00 88.25 80.00 70.00 60.00 50.00 f9.75 H.50 40.00 30.00 20.00 10.00 0.00 0.2:17 0.2:17 0.227 0.227 58.36:1 131.029 131.029 131.029 272.726 4U.423 4U.423 414.423 554.298 621.645 657.909 828.867 1036.089 1243.311 U50.533 1455.713 1585.227 1657.755 1864.977 :1072.198 2279.4:10 2486.6012 0.000 0.000 0.000 0.000 3.419 16.680 16.680 16.680 40.608 75.875 75.875 75.875 106.387 123.050 132.553 182.539 254.771 340.066 438.646 H1.269 509.797 550.406 675.228 813.099 964.623 1130.462 ---------( END LOAD CASB 2 0.000 0.227 48.309 49.:197 3. 072 0.000 0,227 48.309 U.297 3.072 0.000 0.227 48.309 49.297 3.072 0_033 0.260 47.678 48.653 3.072 1.390 63.170 42.652 U.519 3.041 3,321 151.030 37.112 37.860 :1.936 3.3:1l 151.030 37.112 37.860 2.936 3.585 151.294 36.510 37.244 2.936 7.532 320.866 30.650 31.260 2.761 11.359 501.658 25.736 26.242 2.524 11.359 501. 658 25.736 26.242 :1.524 11.814 50:1.112 25.218 25.713 2.524 15.122 675.807 22. :IlO 22.642 2.335 17.453 762.148 20.318 20.711 2.259 18.043 808.505 19.857 20.240 2.217 23.384 1034.789 15.934 16.237 2.010 29.305 1320.165 12.075 12.301 1.745 35.024 1618.401 8.769 8.930 1.473 39.966 1929,145 6.208 6.319 1.199 40.342 1937.324 6.024 6.132 1.192 43.469 :Il38.493 4.6011 4.723 1.034 45.421 2253.582 3.823 3.890 0.947 49.760 2589.965 2.130 2.166 0.700 53.137 2938.435 0.937 0.953 0,460 55.330 3299.374 0.232 0.236 0,226 56.113 3673.217 0.000 0.000. 0.000 MOIIBNTS AND DBFLBCTIONS 1------------------------ S:-''.':ET OF PERMIT Sr-;T 00 NOT REMO IE PJP Pole Page 12 (tm) - MOnopole De__gn Program Windows Version 1.28.0085 Tue Dec 16. 1997 - 11:32:39 am (c) 1993 to 1997 PAUL J. PORD AND COMPANY. Columbu.. Ohio ------~-------------------------------------------------------------------------- Job No.. ... Description : De.ign..... OWner...... : Statu.. . , " : 29297-809 Design No: SUMNXT JOB '3070 Engineer: RXT 140-PT POLE - 6MD1050D: DADE CO.. MIAMI, PL 116 MPH / 100.5 MPH + 1/2" ICI Omnipoint Client: Summit Manufacturing Inc. Pinal Design Revision: Rev. Date : POLK SHAFT SEQMBNTS ACTUAL VS. ALLOWABLE STRESSES. -------------------------------.------------------------------------------------- WIND VELOCITY. 100.50 mph with 0.50 inches Radial Ice. LOAD CASE 2. Note' Allowable stress.. HAVE NOT been increa..d by 1/3. [-------------- ACTUAL STRESSES ---------------J Allow. Actual/ Segmnt Bending Axial Torsion Shear Combined Stre.. Allowable Slev [fbJ [hi [ft] [hi [ptotl [PbJ [Ptot/PbJ (ft) (kai) (kai) (k.i) (k.i) (kai) (kai) Ratio --------------------------------------.-----------------------.------------------ 138.00 0.018 0,000 0.000 0.000 0.018 36.00 138.00 0.018 0.006 0.003 0.007 0.030 36.00 138.00 0.018 0.025 0-189 0.378 0.983 36.00 138.00 0.021 0.115 0.395 0.600 1.7:19 36.00 130.00 4.:l86 0.137 0.332 0.608 4.713 36.00 120.00 8.399 0.159 0.273 0.613 8.694 36.00 120.00 8.399 0.174 0.421 0.909 8.877 36.00 120,00 8.413 0.250 0.557 1.088 9.120 36.00 110.00 14.890 0.267 0.466 1.062 15 .387 36.00 100,00 19.722 0.281 0.395 1.038 20.156 36.00 100.00 19.722 0.295 0.513 1.274 20.254 36.00 100.00 19.740 0.358 0.605 1. 418 20.401 36.00 93.25 23.928 0.385 0.545 1. 385 24.541 36.00 90.00 19.171 0.289 0.386 1. 004 19.609 36.00 88,25 19.812 0.289 0.376 0.996 20.241 36.00 80.00 22.510 0.306 0.334 0.979 22.9:19 36.00 70.00 25,081 0.324 0.292 0.958 25.497 36.00 60.00 27.084 0.342 0.257 0.941 27.504 36.00 50.00 28.655 0.357 0.228 0.923 29.080 36.00 49.75 28.693 0.384 0.228 0.925 29.145 36.00 43.50 26.839 0.353 0.193 0.816 27.248 39.00 40.00 27.190 0.361 0.185 0.813 27.605 39.00 30.00 28.034 0.379 0.166 0.801 28.463 39.00 20.00 28.694 0.397 0.150 0.791 29.137 39.00 10.00 29 213 0.416 0.136 0.783 29.672 39.00 Q 0.00 29 625 0.430 0,124 0.775 30.095 39.00 , 0,77 ~G 'v 0" _____n__ ( END LOAD CASE 2 ACTUAL VS. ALLOWABLE STRESSES ) _n__...::'__~-- ',,\. :c , / . '. } ~ .~ .~ 1"~ T _ ~ 'l_ :;. - "~ i'"l~ C ~~.- n ,--.. " -" ....'... r.",. ! ,.. :.: tt b.r. \!~ ,,-. I.:' >-'0 . PJ7_Po~e (ea) - Mono~ Jesign Program Window. Ver~_on 1.28.0085 (c) 1993 to 1997 PAUL J. FORD Tue Dec 16. 97 - 1~.32.14 am AND COMPANY. Columbu., Ohio ----~---------~------------------------------------------------------------------ Job No....... D.scription D..ign..... Owner. ., .. Statu.. ..'. 29297-809 D.sign No. SUMMcrT JOB #3070 140-" POLB - 6MD1050D, DADB CO.. IIIJ:AXr. rL 116 MPH / 100.5 MPH + 1/2" ICB Omnipoint Pinal De.ign Engin.er . RltT Client. SUlIIlI1it Kanufactur:l.ng Inc. Rev:l..:l.on. Rev. Dat. . MONOPOLB --------------------------------------------------------------------------------- BAS B PLATK D B T A I L S DKSIGN ----.---.---------.--.------.----------------.----------------------------------- Shaft Shape ..,... Ba.. D1., Dr ....: PT-to-PT. DP ..... Min Bolt Circl. .. Ba.. Reactions Moment ....... ....... Axial Load ........... Anchor Bolt Deta:l.l. NUmber of Bolta ...... Bolt Diamet.r ........ Bolt Type ......................: Y-Diatance ...,....... HOm. of Inertia ...... Bolt Tenaion. T ...... Al1owabl. Ten.ion .... Bolt Compre..ion. C .. Baa. plat. D.tail. plat. Moment. MPL .... Bend plane. W ........ Plate Thickn.... t ... Plat. Width ,. ....... Plat. St..l .......... Gro.. W.ight ......... N.t Weight ,.......... Allowabl. Str... ..... Actu.~ Str... .......: Act./Allow Ratio ..... 18 Sided Polygon 62.140 Inche. 63.099 Inch.a 69.349 Inch.. Stress Increase ...: Ba.. plat. Shape ... 1.000 7actor Square U.. Bolt C:l.rcl. .,.. 70.000 Inch.. DKSIGN USKR 4362,013 Ft-Kip. 34,726 Kip. 4365 Ft-Kip. 35 Kip. DBSIGN usn _24 2.250 Inch.. ASTH A615#18J 15 14427.85 :l:n-4 125.80 Kips 146.25 Kip. 127.25 Kip. 24 2.250 J:nch.. ASTH A615#18J 15 14700.00 J:n-4 124.71 Itip. 146.25 Itip. 126.17 Itip. -, DBSJ:GN 2751.94 In-Kip. 38.87 Inche. 3.366 J:nche. 71.425 Inche. ASTH A572 GRADB 50 (50 KSI) 4869.60 Lb. 3726.00 Lbs 37.50 Kai 37.50 Kai 1.00 BAS K --------------------.--------------.---------.---------~------------------------- P L A T B D B S :I: G N SUMMARY -------------------------.----------------------.-------------------------------- USE FOLLOWING SPECIFICATIONS, plat. Thickn... .....: Plat. Width/Diam.t.r , Plat. W.ight ....... 3.500 J:nch.. 71.000 :l:nch.. 5 003 Kip. 24 70.00 Inch.. 2,25 Inche. ASTH A615#l8J NUmber of Bolt. ... (Squar.) Bolt Circl. ., ...: Bolt Diamet.r ..... Bolt Typ.. ...,. ShEET OF PERMIT SET ' DO NOT REMOVE Subject: Tower Reaction Comparison Project: Quantum Park Tower Date 29..Jun-01 Source Vertical Load Shear Overturning Moment Kips Kips Ft-kips Original Calculation 347 46.2 4.362.0 ERI Tower 35.0 34.0 3,156.0 '. ' .. PROJECT NAME: AMERICAN TOWER- ME"uJ PCS, INC. '-' LOCATION: 3261 QUANTUM BLVD. COMPUTER ID: I FILE NO.: MMSP 01-060 I TYPE OF APPLICATION: CO-LOCATION AGENT/CONTACT PERSON: OWNER: AMERICAN TOWER JUSTIN PROFFITT PHONE: same PHONE: 954-957-7822 X110 FAX: same 954-275-8701 (CELL) ADDRESS: SAME FAX: 954-957-9767 ADDRESS:6500 NW 15TH AVE. SUITE 300 FT LAUDERDALE, FL 33309 Date of submittal/Proiected meetinl!: dates: SUBMITTAL / RESUBMITTAL 8/3/01 1 ST REVIEW COMMENTS DUE: N/A PUBLIC NOTICE: N/A TRC MEETING: N/A PROJECTED RESUBMITTAL DATE: N/A ACTUAL RESUBMITTAL DATE: N/A 2ND REVIEW COMMENTS DUE: N/A LAND DEVELOPMENT SIGNS POSTED N/A (SITE PLANS): PLANNING & DEVELOPMENT BOARD N/A MEETING: COMMUNITY REDEVELOPMENT AGENCY BOARD CITY COMMISSION MEETING: N/A COMMENTS: ~ -- S:\Planning\SHARED\WP\PROJECTS\AMERICAN TOWER\2001 PROJECT TRACKING INFO.doc