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