HomeMy WebLinkAbout20-22465 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 ' 22465
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22465 Address: 38122 HENRY DR
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0080-OOA00-0070
Improv. Cost: 20,000.00 OWNER INFORMATION
Date Issued: 2/20/2020 Name: CITY OF ZEPHYRHILLS
Total Fees: 210.00 Address: 38122 HENRY DR
Amount Paid: 210.00 ZEPHYRHILLS, FL. 33542
Date Paid: 2/20/2020 Phone: -
Work Desc: SWAP OUT(3)ANTENNAS VERIZON FOR (3) INTEGRATED RADIOS
CONTRACTORS APPLICATION FEES
ASCEND WIRELESS NETWORKS INC BUILDING FEE 210.00
oc/v _Ins ectionW9equired
FO TER 2ND ROUGH PLUMB I C INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#2020024845 OR BK 10052 PG 2651 Page 1 of 1
02/13/2020 11:36 AM Rcpt:2135102 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller
I�
I
8266481132419
I
Permit No.
Parcel 10 No 02-28.21-008020A00-0070 E
NOTICE OF COMMENCEMENT
Slate of
Florida County cc PescO I
THE UNDERSIGNED hereby gives notice that imprwemem wR be made to cedeln real property,and in a oldance vlith Chepler713,Florida Statutes,
the foliovAng Information is provided In this Notice of CommBneement: I
1. Description of Property:Parcel Identification No.0246r21.0080-0OA00-0070 j
Street Address: 38122 Henry Dr
2. General Description of Improvement VEfiVANSO NRcpropos'ngm snep(3)onlennae For(3)[IfRY with integrated } VP
led red osadd(3)RRUS,(t)O ,
and(1)hybrid.Final configuratian:(9)anterams,.(9)RRUS,(2)OVP,(2)hybrid,(12)coax.No charge W lease ground space
3. Owner information or Lessee irdarindon U the Lessee contracted for the improvement:
Craven Cases USA.Inc.as agent forVedmn
4511 N.Himes M91ite_210 Tampa FL
Address City slate
Interest In Pmpedr. Terser Operemr
Name of Fee Simple Titleholder. CITYOF ZEPHYRHILLS
(If ddterenl[ram Oumer listed above) ZEPHYRHILLS FL
q13 HM 6T
Address city state
a. Contractor. Ascend Wireless Networks
Name 755 Business Park Blvd. Water Garden FL
Address City SWfe
Contractors Telephone No.: 40745"0474
S. Surely:
Name
Address City estate
Amount OfBond:S Telephone No:
6. Lender.
Name
Address City State
Lenders Telephone No_
7, Persons within the state of Florida designated by the owner upon whom notices or oewr documents may be served as provided by
Section 713.13(1)(a)(7).Florida Statutes:
Nam.
Address City Stale
Telephone Number of Designated Perscm
e. In addition to himself,the mvnef d0signales of
to receive a copy of the Uenoes Notice as provided in Section 713,13(1)(b),Florida SWades.
Telephone Number of Person or Entity Designated by Omer.
9. Eypiration date of Notice of Commencement(the wpiraticn dale may not be Were the wmpktion of construction and final paymerd to the
contractor,but wN be one yearfrom the date of recording unless a different data Is spec fiad):
ARE CONSIDEI'flNG TO RED IMPROPER NER: ANY PMENTS MADE BY AYMENTS UNDER CHAPTER711 ONVNER 3 PARTI,R THE�SEGTION713ATION 0.13.FLORDA NOTICE
STATUTES.AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT(MIST BE
CING,CONSULT
WITH YOUED AND POSTED ON THE JOS SITE BEFORE R LENDER ORAN ATTORNEY BEFORE COMMENCINGrlRS OR RECORDINGF YOU YOUR 0 R NOTINTEND TO CE OFCOAIN MMENCEMENT.
ENT.
Under penalt Of podury I declare that l have read the foregoing notice of commencement and that the fads steed therein are true to the best
of my knowledge and beflef. /1 �
STATE COUNTY OF
��t// �
COUNTY'OF 4 v „4• JASON R.SMITH signature of Ovmer or Lew-,or Ovmefe or Lessees Aulhodzed
Offiwr0redoriPa;tnor/Manager
Notary Public-State of Florida
Commission f)66 919682 Real Estate Spedarst
My Comm.Expires Oct 6,2023 slgnalorys Trl./011ke
The foregoing i hd th UP11nnaUx "00 of February .2029 by Alex Van Vleenderen
Real Estate Specialist (type of authority.e.g..officer.trustee,allomey In fad)for '
Crown Castle USA,Inc. (neme of party on behait loom tnstn eal was exacuted).
Personalty Known OPS Produced Identification❑ Notary Signature_
Type of Identification Produced Name(Print)Jason R.Smith
wpdalaibcslnoUceeommencemenl pcOS30O8
s
813-78041020 City of Zephyrhills Permit Application Fax-813-78MMI
8265481132419 2. Building Department
�Data�-e�d 2"✓ Phone Contact for Perm ng_ 813 3423873
Owners Name Crown Castle USA as agent for Venzon Owner Phone Number 813.342,I873
owners address 4511 N Himes Ave,Ste 210 Tampa FL 3361 Owner Phone Number
Fee Simple Titleholder Name I City Of Zephyrhills Owner Phone Number
Fee Simple Titleholder address 1 5335 8th St Zephyrhins,FL 33540
JOB ADDRESS 38122 Henry Dr;Zephyrhills,FL 33542 LOTS
SUBDIVISION PARCEL ID# 02-26-21-0080-0GA00.0070
(OBTAINED FROM PROPERTY TAX NOTICE)
WORKPROPOSED B NEW CONSTRR ADDIALT SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q
DESCRIPTION OF WORK RIZON LTE is proposing to swap(3)antennas for(3)[KRY with integrated radios],add(d)RRUS,(1)0VP and(1)hybrid
BUILDING SIZE SO FOOTAGE HEIGHT
<5 =BUILDING $
r J 20,000 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C.
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION w'L
=GAS Q ROOFING 0 SPECIALTY = OTHER v
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO C/ ja
V f
BUILDER COMPANY Ascend Wireless Networks /�,} 1a
SIGNATURE - REGISTERED I YIN I FEE CURREN .Y/N j •j "
Address `56 Business Park Blvd.,Winter Garden,FL 34787 License#FCGC15211965 V' 1)I /
ELECTRICIAN COMPANY
SIGNATURE F REGISTERED I YIN I FEE CURREN L.XjNj
Address License# ��•
PLUMBER COMPANY
SIGNATURE REGISTERED I YIN -1 FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED .Y/N -FEE CURREN I Y I N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/N I FEE CURREN LZ/N
Address I License#
III111111tillIIIIIIIIIIIRillIIIIII1111.111111IfIIf111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sift Fence Installed,
Sanitary Faculties&1 dumpster,Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms,R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans;Stormvrater Plans w/Sit Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
DireeUons:•
FBI out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notim of Commencement Is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING .(Front of Application Only)
Reroofs If shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to`deed'restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILJTIES: if the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building inspection Division--Licensing Section at 727-847
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s)sign
portions of the"contractor Block'of this application for which they Will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not property licensed and Is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIU71UTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be Identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. It the project does not Involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact
fees are due,they must be paid.prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 715,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeownees
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the'owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver It to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application Is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes,zoning regulations,and land development regulations In the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the Intended work,and that it Is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/Wastawater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of EngineersSeawalls,Docks,Navigable Waterways.
Department of Health is Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency Asbestos abatement.
Federal Aviation Authority-Runways.
understand that the following restrictions apply to the use of fill:
Use of fill is not allowed In Flood Zone"V°unless expressly permitted.
- if the fill material is to be used In Flood Zone "A", it Is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material Is to be used In Flood Zone"A"In connection with a permitted building using stem wall
construction,i certify that fill will be used only to fill the area within the stem wail.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill Is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for tots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,1 promise in good faith to inform the owner of the permitting conditions set forth In
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs,wells, pools,air conditioning, gas, or other Installations not specifically included in the application. A
permit Issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit Is suspended or abandoned for a period of six(6)months after the time the work is corrnnenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
a�
a c WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
LdWTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
C9 FLORIDA JURAT(F.S.117.03)
a Z E OWNERORAGENT CONTRACTOR, - -- �
to a bs '� n by Ito ft7r�n o this S cdbed y rn�(gr rr� d) 0� Is
ITM
Who is/are personail imown Lae r asthave produced o eare personaily known to m,a or hassthave prodduuce'd4 -
tU 2 U) as identification, as identification.
uJ
----�
U U X
W Notary Public Notary Public
" Commission No.��4/7-0 mmrssion No.
I:r = Name or Notary typed,printed or stamped Name of Notary typed,printed or
LSGEY N STOVALL
Commission#G420f504
uy Qr Expires April 16,2022
9�eirft,�` @�rti> 1luullv�iNonsY6crvtcol
2/14/2018 02-26-21-0080-OOA00-0070 I Pasco County Property Appraiser
Data Current as Of: Weekly Archive - Saturday, February 10, 2018
Parcel ID 02-26-21-0080-OOA00-0070 (Card: 001 of 001)
Classification 82 - Forests, Parks, recreational areas
Mailing Address Property Value
CITY OF ZEPHYRHILLS Ag Land $0
5335 8TH ST Land $23,836
ZEPHYRHILLS FL 33542-4312 Building $0
Physical Address Extra Features $3,079
38122 HENRY DRIVE
ZEPHYRHILLS, FL 33542
lust Value $26,915
Legal Description (First 4 Lines) Assessed (Non-School Amendment 1) $26,915
See Plat for this Subdivision
TYSON SUB PB 4 PG 109 POR Taxable Value $3,663
TR A DESC AS COM NE COR OF S
1/2 OF SW 1/4 TH S88DG 50MIN
15"W 1796.6 FT TH S 19.10 FT
Jurisdiction
City of Zephyrhills
Land Detail (Card: 001 of 001)
Line Use (Description Zoning Units Type Price Condition Value
1 0100 ~I SFR OOR4 0.12 AC $30,020.00 1.00 $3,602
2 0100 SFR OOR4 0.38 AC $30,020.00 1.00 $11,408
3 I _0.1.00 SFR OOR4 0.42 AC $30,020.00 0.70 $8,826
Additional Land Information _
Acres 0.92 Tax Area 30ZH FEMA X Residential Code 1ZHN.S2
Code _
Building Information - Use 00 - Unimproved (Card: 001 of 001)
Unimproved Parcel 00 - Unimproved
Extra Features (Card: 001 of 001)
Line jDescription Year Units Value
1 CLFENCE 1975 6,368 $2,866
2 PUMPHSE 1975 240 $213
Sales History
Previous Owner: N/A
Month/Year Book/Page Type TOR Code Condition Amount
08/1975 0806 / 0104 Vacant $0
http://search.pascopa.com/parcel.aspx?sec=02&twn=26&rng=21&sbb=0080&blk=00A00&lot=0070&action=Submit 1/1
OR BK 49S9
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5 of 7
SITE ID: A-2-GO82-G
SITE NAME:City of Zephyrhills
Y AMENDMENT NO.1 TO SITE AGREEMENT FOR LAND
This Amendment No.1 To Site Agreement For Land (°Amendment") is entered into as of the date last
signed by all parties hereto, and modifies and amends that Site Agreement for Land dated November 24, 1997
and fully-executed on 12/10/97 ("Site Agreement"), by and between the City of Zephyrhills ("Owner"), and APT
Tampa/Orlando, Inc.,a Delaware corporation("APT").
NOW,THEREFORE, in consideration of the mutual covenants contained herein and for other good and
valuable consideration,the receipt and sufficiency of which is hereby acknowledged and agreed,the parties hereto
agree as follows:
1. Exhibit B to the Site Agreement is hereby amended and restated as follows:
The attached Exhibit B(pages 1 and 2)shall now replace the existing Exhibit B.
Except as expressly set forth above, all provisions of the Site Agreement remain unchanged and in full
force and effect. In case of any inconsistencies between the terms and conditions contained in the Site
Agreement and the terms and conditions contained herein, the terms and conditions herein shall control, and
unless otherwise defined herein, have the same meaning as in the Site Agreement.
IN WITNESS WHEREOF, each of the parties have executed this Amendment as of the date below their
respective signatures.
OWNER
wt es s: City of Zephyrhills
By.
Print Name: G Print Name:
n Print Title: C ou.uc«
2 tip Date: _ a7-ts-49
Print Name:�Z,ox'r
Attest:
Print Name L ung DSas
Print Title: e.t 4 C.�zx
Date- a.-1s-94
APT
Witnesses• APT Tam rlando, Inc.,
Print Name: V �<<G�_ — Print Name: 4 r y
"/ n
2. C• Print Title: ; 4,-e rw e oft�er•.1 '� •fy.:
nPrint_name: 64%CAeCA9 Or_ Cnd� ER Date:
1:1 rou s1En in A ui tionlLe af\FINAL TEMPLATE%%g p g eeringWetwork OperationsulATA Oper\Site c9 s 9 endment No.1.doc
7-tPhAlP.I;A)S,4-) • 336y0
Site No.A-2-G-08-2� OR B-I;r--+019S PS I 92Z3Z3
Site Name:City of Zephyr Hills 6 of 7
REVISED EXHIBIT"B"
Page I oft
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Section Z Township 26 South, Range 21 East
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REVISED EXHIBIT "B"
Page 2 of 2
LEGAL DESCR1PT1O1V OF PROPERTY:
PROJECT AREA
A PARCEL OF LAND LYING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION
2. TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA.-ALSO BEING
A PORTION OF TYSON SUBDIVISION, ACCORDING TO THE MAP OR PLAT�AS
RECORDED IN PLAT BOOK 4. PAGE 109, OF THE PUBLIC RECORDS OF PASCO COUNTY,
FLORIOA; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHEAST CORNER OF THE SOUTH
1/2 .OF THE SOUTHWEST 1/4 OF SECTION 2. TOWNSHIP 26 SOUTH, RANGE 21 EAST,
PASCO COUNTY. FLORIDA: THENCE S.88'50'15"W., ALONG THE NORTH LINE OF SAID
SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION -2. A DISTANCE OF 1796.6
FEET; THENCE S.00'00'00"E., A DISTANCE OF 19.1 FEET TO A POINT WHICH LIES
ALONG SAID SOUTH RIGHT—OF—WAY_ LINE; THENCE S.89'18'10"W., ALONG SAID SOUTH
RIGHT—OF—WAY LINE. 103.74 FEET TO A POINT OF BEGINNING;-THENCE S.01'44149"W..
80.1 FEET; THENCE S.53-43'42"W., 21.6 FEET; THENCE N.88-15'11"W.. 76.3 FEET;
THENCE N.00'00'44"W.. 89.3 FEET TO A POINT ALONG SAID SOUTH RIGHT—OF—WAY LINE;
THENCE N.89'18'10"E.. ALONG SAID SOUTH RIGHT—OF—WAY LINE, 96.2 FEET TO
THE POINT OF BEGINNING.
SAID PROJECT AREA CONTAINING 8539 SQUARE FEET, MORE OR LESS.
TOGETHER WITH A NON—EXCLUSIVE UTILITY EASEMENT.LYING. SEVEN AND ONE—HALF
FEET TO THE RIGHT AND SEVEN ONE—HALF FEET TO THE LEFT OF A CENTERLINE
BEING MORE PARTICULARLY'DESCRIBED AS FOLLOWS;
FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHEAST CORNER OF THE SOUTH
1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST,
PASCO COUNTY. FLORIDA. THENCE S.88'50'15"W., ALONG THE NORTH LINE OF SAID
SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 2. A DISTANCE OF 1796.6
FEET; THENCE S.00'00'00"E.. A DISTANCE OF 19.1 FEET TO A POINT WHICH LIES
ALONG SAID SOUTH RIGHT—OF—WAY LINE; THENCE S.89'18'10"W.. ALONG SAID SOUTH
RIGHT—OF—WAY LINE, 103.74 FEET; THENCE S.01'44'49"W., 80.1 FEET; THENCE
THENCE S.5343'42"W., 21.6 FEET; THENCE N.88'15'11"W.. 25.6 FEET TO A POINT
OF BEGINNING; THENCE 5.39'58'06"W., 52.35 FEET TO THE POINT OF TERMINATION.
THE SIDELINES OF EASEMENT TO BE SHORTENED OR PROLONGED TO MEET AT ANGLE
POINTS AND/OR BOUNDARY LINES.
SAID UTILITY EASEMENT CONTAINS 785 SQUARE FEET, MORE OR LESS.
AGREEMENT
This Agreement("Agreement')is entered into by and between The CITY OF ZEPHYRHILLS,a
municipality of the State of Florida,whose address is 5335 Eighth Sweet,Zephryhills,FL 33540-4312 (the
"Owner")and APT Tampa/Orlando, inc., its successors and assigns ("APT"), providing for the granting
and leasing of certain property interests'on the following terms and conditions:
1. APT shall have J ie right i to utilize space on the Owner's property located at
Zephyrhills, Florida
in the County of Pasco, and more particularly described on Exhibit"A" attached hereto ("Owner's
Property') together with a non-exclusive right of access to Owner's Property as well as Owner's
consent and permission for APT to connect such electricity,telephone and other utilities as may be
necessary for the purpose of testing a temporary communications facility(the"Temporary Facility').
Such Temporary Facility shall be described on Exhibit IV attached hereto.
2. This Agreement shall commence on the earlier of thirty (30) days following execution of this
Agreement by both parties or the day APT begins operation of the Temporary Facility on Owner's
Property ("Commencement Date") and shall continue month to month thereafter until such time as
Owner constructs a permanent tower on the Owner's Property. 6 ciT Hoz �p COMO S,
3. Owner and APT agree that Owner and APT are in the process of negotiating a permanent Site
Agreement for the lease of certain property located at 6217 St Street, Zephyrhills, Florida for the
purpose of installing,removing,maintaining and operating a communications facility,including a 197
foot self supporting tower. Upon execution of a permanent Site Agreement and completion of
construction of the tower,this Agreement shall terminate and the relationship shall be governed by the
permanent Site Agreement.
4. APT shall pay Owner the sum of per month, plus
applicable sales tax,for the rights,!enumerated in this Agreement. Such sum shall be payable monthly,
in advance,beginning on the Commencement Date and on the fast day of each month thereafter. If
the Commencement Date is on a day other than the first day of the month, then such sum shall be
prorated for the remainder of said month.
5. The following covenants and agreements are conditions of this Agreement and are acknowledged and
agreed to by APT and Owner.
A. APT agrees to repair at its sole cost and expense any damage to Owner's Property caused by APT
in connection with the location, operation, maintenance of, and removal of the Temporary
Facility, promptly but in no event later that thirty (30) days after receipt of written notice of
damage by Owner.
B. Owner reserves the right and privilege to use Owner's Property affected by this Agreement for
normal purposes provided such use will not interfere with the use or occupation of Owner's
Property by APT or APT's operations thereon, and provided also that except in cases of
emergency Owner shall not have access to the Temporary Facility unless accompanied by APT
personnel.
C. Owner agrees to cooperate with APT in its efforts to connect the Temporary Facility to electric,
telephone, or other necessary utility service at APT's sole cost and expense. Payment for said
services to the Temporary Facility shall be APT's sole responsibility.
D. This Agreement may be signed in counterparts by the parties hereto.
E. RADON GAS:Radon is a naturally occurring radioactive gas that,when is has accumulated in a
building in sufficient quantities,may present health risks to persons who are exposed to it over
time. Levels of radon that exceed federal and state guidelines have been found in buildings in
Florida Additional information regarding radon testing may be obtained from your county public
health authority.
F. APT shall pay all personal property taxes assessed against the APT Facilities and ad valorem taxes
assessed against the Project Site,commencing in calendar year 1999 and continuing thereafter for
the Initial Term of the Lease and any renewals thereof.
6. UTI MM. Payment for electric service and for telephone or other communication services to the APT
Facilities shall be APTs responsibility. Owner agrees to cooperate with APT in its efforts to connect the
APT Facilities to existing utility service at APTs expense.
IN WITNESS WIIEREOF,the parries hereto bind themselves to this Agreement on the date and
year above last written below.
Owner
Witnesses: City of Zephyrhills
1. �(wfiC. �` •�
Print Name:s-f c°!/ rt F.��/i7 Q By; •
N e:Alan Brio
2. X t Title:City Co it President
tN e:
Attest: P,�J.
Address of ter: Print Name: Linda Boan
Print Title:City Cleric
5335 Eighth Street [Corporate Seal]
Zephyrhills,FL 33540 Date:
Telephone No.:
Facsimile No:
Federal ID No.:
APT
Wit es: APT Tampa/Orlando,Inc.
1.
Print �n S By:
Name:Ton cDowell
2. Title:Director of Engineering and
Print Name: Operations and Authorized Agent for
APT Tampa/Orlando,Inc.
STATE OF FLOINDA
COUNTY OF &690
The foregpm' Agreement was ackno=4wr.
before me on themday of
1997 by 4�iA as-' ' Nc, of The City of Zephyrhills,a municipality of
the State of Florida.He4he is personally known to me or has produced as identification.
commission exp' s:
S' 2� Notary hblic-State of Florida
Bl1DAD.Wo Commission Number I CS-a Ylj-4o
[Seal] _ W omme"
duet 1B,
I
STATE OF FLO
COUNTY OF �1
The foregoing Agreement was acknowledged before me on the a day of
1997 by Tony McDowell, as Director of Engineering and Operations and Authorized gent �AXPT
Tampa/Orlando, Inc., a Delaware corporation. He is ovally known to me or has produced
as identification.
TL 90L
My commission expires:
Nok Pu Iic-State of Florida
Comm1 ' n Number.
[Seal] DAWN STONE
My Carom Ev.5J1v4mI
Bonded By SerNw k*
No.CC647810
PN:7ud'y Kwwn[)Omer LD.
I
ti
SITE ID: A-2-G-082-G
SITE NAME: City of Zephyrhills
SITE AGREEMENT FOR LAND
This Site Agreement For Land ("Agreement') entered into as of theIV day of , 1997, by
and between CITY OF ZEPHYRHILLS, a municipality of the State of Florida,whose address is 5335 Eighth Street,
Zephryhills, FL 33540-4312 ("Owner") and APT Tampa/Orlando, Inc., a Delaware corporation, whose address is
8410 W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3486 ("APT'), provides for the granting and leasing of certain
property interests on the following terns:
For good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged and
agreed,the parties hereto agree as follows:
1. PROPERTY. The property interests hereby leased and granted by Owner (individually and collectively,
the"Project Site")shall include the following:
[X] Real property comprised'of approximately 2,500 square feet of land("Premises");
[X] Non-exclusive easements required to run, maintain and operate utility lines and cables on and to
the Premises;and
[XI Non-exclusive easement across Owners Property (hereinafter defined) for access, ingress and
egress to the Premises
IN OR UPON THE Owner's real property("the Owner's Property"), located at 6217 81h Street, Zephryhills,
FL 33540, in the County of Pasco, and legally described on Exhibit"A"attached hereto,which Owner's Property is
subject,to APTs interest in the Project Site as set forth•in this Agreement. The Project Site is depicted and legally
described on said Exhibit "B", attached hereto. All improvements made to the Project Site pursuant to this
Agreement shall be known hereafter as the"APT Facilities".
2. TERM. The term of this Agreement shall be five (5) and a fraction years, with the first year commencing
on the date APT begins construction of the APT Facilities ("Commencement Date")and terminating on the 31"day
of December following the fifth annual anniversary of the Commencement Date (the "Initial Term"), unless
otherwise terminated as provided in Paragraph 9. APT shall have the right to extend the term of this Agreement
for four(4)successive five(5)year periods(the"Renewal Terms")on the same terms'and conditions as set forth
herein. This Agreement shall automatically be extended for each successive Renewal Term on such same terms
and conditions, unless APT notifies Owner in writing of its intention not to renew prior to commencement of the
succeeding Renewal Term.
3. RENT.
A. For the Initial Term, APT shall pay to Owner annual rent in the amount o
("Rent') in quarterly payments of
on the first day of January,April, July and October, together with any applicable sales tax. If the obligation to pay
Rent commences or ends on a day other than the first day of the quarter,then Rent shall be prorated on the basis
of a ninety(90)day quarter and shall be delivered within 20 business days from the Commencement Date.
B. For any Renewal Term, APT shall pay Rent in the amount of Rent to be paid during the previous
term(whether the Initial Term or a Renewal Term), increased by an amount equal to a percentage of the Rent to
be paid during such previous term, which percentage increase shall be computed and established for the entire
current Renewal Tern at the beginning of each such Renewal Term by multiplying the number of years in the .
previous term(whether the Initial Term or Renewal Term)times
C. Rent shall be paid electronically via electronic wire transfer, direct deposit or other paperless
means into a bank account to be designated by Owner. Owner may from time to time, designate another bank
account for the deposit of Rent provided the request is made in writing and received by APT at least sixty (60)
days in advance of any Rent payment date.
R:\Legal\MAIL MERGE DOCUMENTS\Basic Package DocumentAMM_Conditional SA Land Rev 042397.doc 1 11/19
t
SiTE ID: A-2-G-082-G
' SITE NAME:City of Zephyrhills
4' USE. The Project Site may be used for the purpose of installing, removing, replacing, maintaining and
operating a communications facility, including but not limited to, a 197 foot self supporting tower, generally in,
under, on and above the Project Site as shown on Exhibit "B", subject to such modifications and alterations as
required by APT (collectively, the "Communications Facility", which Communications Facility, without limitation,
shall constitute a portion of the APT Facilities), provided that APT shall not be required to occupy the Project Site.
Owner shall provide APT with twenty-four(24) hour,seven(7)day a week,year-around access to the Project Site.
APT shall pay all personal property taxes assessed against the APT Facilities and ad valorem taxes assessed
against the Project Site, commencing in calendar year 1998 and continuing thereafter for the Initial Term of the
Lease and any renewals thereof. Owner shall timely pay all real property taxes and assessments against the
Owner's Property, but not the Project Site. APT shall not allow any construction or materialmen's liens to be
placed on the Project Site or Owner's Property as a result of its work on the Project Site.
APT, its agents and contractors, are hereby granted the right, at APTs sole cost and expense, to enter
upon the Owner's Property and conduct such studies as APT deems necessary to determine the Project Site's
suitability for APTs intended use. These studies may include surveys,soil tests,environmental evaluations, radio
wave propagation measurements, field strength tests and such other analyses and studies as APT deems
necessary or desirable. Owner shall cooperate with APT and execute all documents required to permit APTs
intended use of the Project Site in compliance with zoning, land use, building and any other applicable regulations,
whether local, state or federal in nature. Owner hereby appoints APT as its agent and attomey4n-fact for the
limited purpose of making such filings and taking such actions as are necessary to obtain any desired zoning, land
use approvals, building permits and/or any/other applicable permits and approvals.
5. UTILITIES. Payment for electric service and for telephone or other communication services to the APT
Facilities shall be APTs responsibility. Owner agrees to cooperate with APT in its efforts to connect the APT
Facilities to existing utility service at APTs expense.
6. REMOVAL OF APT FACILITIES! All personal property and trade fixtures of APT shall be removed by
APT upon the termination of this Agreement Within thirty (30) days of the expiration or earlier termination of this
Agreement, APT shall return the Project Site to the condition existing at the time of this Agreement's execution,
reasonable wear and tear and loss by casualty, condemnation and other causes beyond APTs control excepted.
Notwithstanding the foregoing, upon expiration or earlier termination of this Agreement,APT shall not be required
to remove any foundation more than two(2)feet below grade level.
7. INSURANCE. APT shall maintain commercial general liability insurance insuring APT against liability for
bodily injury, death or damage to personal property arising out of use of the Project Site by APT, with combined
single limits of Owner shall maintain commercial general liability
insurance insuring Owner against liability for bodily injury, death or damage to personal property arising out of its
ownership, use and management of the Project Site and Owner's Property by Owner and Owner's agents, with
combined single limits of . Any policy required to be obtained by
any party hereto pursuant to this Paragraph shall contain a waiver of subrogation in favor of the other party hereto,
to the extent required under Paragraph 10. Indemnity.
8. CONDITION OF PROPERTY. Owner represents that the Owner's Property and all improvements thereto,
are in compliance with all building, life/safety, and other laws, ordinances, rules and regulations of any
governmental or quasi-government autho ity.
9. TERMINATION. This Agreement may be terminated by APT at any time, in its sole discretion, by giving
written notice thereof to Owner not less than 30 days prior to the Commencement Date. Further,this Agreement may
be terminated by APT immediately, at any time, upon giving written notice to Owner, it (a) APT cannot obtain all
governmental certificates, permits, licenses or other approvals (collectively, "Approval") required and/or any
easements required from any third party; or(b)any Approval is canceled,terminated,expires or lapses; or(c)Owner
fails to deliver any non-disturbance agreement or subordination agreement required by APT,or(d)Owner breaches a
representation or warranty contained in this Agreement; or(e) Owner fails to have proper ownership of the Owner's
Property and/or the Project Site and/or authority to enter into this Agreement; or(f)APT determines that the Owner's
R:V-egalkMAIL MERGE DOCUMENTS\Basic Package DocumentAMM Conditional SA Land Revl 042397.doc 2 11/21
SITE ID: A-2-G-082-G
SITE NAME:City of Zephyrhills
Property contains substances of the type described in Section 11 of this Agreement; or(g)APT determines that the
Project Site is not appropriate for its operations for economic, environmental or technological reasons, or(h) Owner
fails to provide to APT complete and correct copies of any ground lease or other document pursuant to which Owner
holds title to the Owner's Property. Such termination shall not constitute a waiver of APTs rights under Paragraph 15
of this Agreement
10. INDEMNITY. Owner and APT each indemnify the other against, and hold the other harmless from any
and all costs (including reasonable attorney's fees and expenses) and claims, actions, damages, obligations,
liabilities and liens which arise out of(a)the breach of this Agreement by the indemnifying party; and (b) the use
and/or occupancy of the Project Site, or the balance of the Owner's Property, by such indemnifying party. This
indemnity shall not apply to any claims, actions, damages, obligations, liabilities and liens arising from any
negligent or intentional misconduct of the indemnified party and shall survive the termination of this Agreement
11. HAZARDOUS SUBSTANCES. Owner represents that Owner has no knowledge of any substance,
chemical, or waste on the Owner's Property that is identified as hazardous, toxic or dangerous in any applicable
federal, state or local law, ordinance, rule or regulation ("Hazardous Substances'). Owner shall hold APT
harmless from and indemnify APT against any damage, loss, expense, response costs, or liability, including
consultants' fees and any legal and court costs and attorneys' fees resulting from the presence of Hazardous
Substances on, under or around the Owner's Property or resulting from Hazardous Substances being generated,
stored, disposed of, or transported to, on, under, or around the Owner's Property as long as the Hazardous
Substances were not generated, stored, disposed of, or transported by APT or its employees, agents or
contractors.The terms of this paragraph shall survive the expiration or earlier termination of this Agreement
12. CASUALTY/CONDEMNATION. If any portion of the Owner's Property, Project Site or the APT Facilities is
damaged by any casualty and such damage adversely affects APTs use of the Project Site or the APT Facilities, or
if a condemning authority takes any portion of the Owner's Property and such taking adversely affects APTs use of
the Project Site or the APT Facilities, this Agreement shall terminate as of the date of the casualty or the date on
which title vests in the condemning authority, as the case may be if APT gives written notice of the same within thirty
(30)days after APT receives notice of such casualty or taking. The parties shall be entitled to make claims in any
condemnation proceeding for value of their respective interests in the Project Site(which for APT may include,where
applicable, the value of the APT Facilities, moving expenses, prepaid rent, and business dislocation and relocation
damages). Sale of all or part of the Project Site to a purchaser with the power of eminent domain in the face of the
exercise of the power shall be treated as a taking by condemnation.
13. WAIVER OF OWNER'S LIEN. To the extent permitted by law, Owner hereby waives any and all lien
rights it has or may have, statutory or otherwise, concerning the APT Facilities or any portion thereof which shall
be deemed personal property for the purposes of this Agreement, regardless of whether or not the same is
deemed real or personal property under applicable law.
14. QUIET ENJOYMENT. APT, upon payment of the Rent, shall peaceably and quietly have, hold and enjoy
the Project Site. If, as of the date of execution of this Agreement or hereafter, there is any mortgage, or other
encumbrance affecting Owner's Property, then Owner agrees to obtain from the holder of such encumbrance a
Subordination, Non-Disturbance and Attomment Agreement pursuant to the terms of which APT shall not be
disturbed in its possession, use and enjoyment of the Project Site. Owner shall not cause or permit any use of
Owner's Property which interferes with or impairs the quality of the communication services being rendered by
APT from the Project Site. Except in cases of emergency, Owner shall not have access to the Project Site unless
accompanied by APT personnel.
15. DEFAULT. Except as expressly limited herein, Owner and APT shall each have such remedies for the
default of the other party hereto as may be provided at law or equity following written notice of such default and
failure to cure the same within thirty(30)business days.
Upon default by Owner and upon written notice to Owner and subject to all applicable cure periods provided to
Owner in this Agreement ( and if no such notice and cure period is provided, following thirty (30) days written
R:U.ega1WIAIL MERGE DOCUMENTS\Basic Package DocumentAMM Conditional SA Land Rev1 042397.doc 3 11/19
SITE ID: A 2-G-082-G
SITE NAME:City of Zephyrhills
notice to Owner and opportunity to cure), in addition to any other rights and remedies available to APT at law or in
equity,APT shall be entitled to cure said default and to set-off and offset any and all sums, costs, expenses, fees
(including reasonable attomey's fees)and damages incurred by APT in effecting such cure against Rent and any
other sums due or thereafter coming due from APT to Owner under this Agreement
16. MISCELLANEOUS.
A Owner represents and warrants that Owner has full authority to enter into and sign this Agreement
and has good and marketable title to the Owners Property.
B. APT represents and warrants that it is duly authorized to do business in Florida and that the_
undersigned signatory for APT is fully authorized by APT to enter into this Agreement on behalf of APT.
I
C. This Agreement supersedes all prior discussions, negotiations and agreements between the
parties hereto and contains all agreements and understandings between the Owner and APT regarding the
subject matter of this Agreement This Agreement may only be amended by a writing signed by both parties.
Exhibits"A"through"C"are hereby incorporated into this Agreement by reference.
D. This Agreement may be signed in counterparts by the parties hereto.
E. The terms and conditions of this Agreement shall extend to and bind the heirs, personal
representatives, successors and assigns of Owner and APT.
F. The prevailing party in any action or proceeding to enforce the terms of this Agreement shall be
entitled to receive its reasonable attorneys'fees and other reasonable enforcement costs and expenses from the
non-prevailing party.
G. Simultaneously herewith or on or before the Commencement Date, Owner shall execute and
acknowledge and deliver to APT for recording a memorandum of this Agreement("Memorandum") in the form of
Exhibit "C". Owner hereby grants APT permission to insert the effective date of this Agreement into the
Memorandum after execution of the Memorandum.
H. APT may assign this Agreement or sublet the Project Site (in whole or in part) at any time and
from time to time without Owners consent. No assignment or subletting shall release APT from any of the
obligations arising under this Agreement
1. Notices shall be in writing and sent by United States Mail, postage prepaid, certified or registered
with return receipt requested or by any nationally-recognized overnight courier service to the address set forth
beneath the signature of each party below. Any such notice shall be deemed given when deposited in the United
States Mail or delivered to such courier service.
J. This Agreement shall be construed in accordance with the laws of the State of Florida.
K. Each party agrees to fumish to the other,within ten (10) days after request, such truthful estoppel
information as the other may reasonably request.
L. Owner and APT each represent that they have not been represented by a real estate broker or
other agent in this transaction. Each party shall indemnify and hold the other party harmless from any claims for
commission, fee or other payment by such broker or any other agent claiming to have represented a party herein.
i
M. Tower shall be free of all material and mechanics liens.
N. The parties hereto warrant and represent, each to the other, that the matters of fact contained
herein are true and accurate.
R:\L.egal\MAIL MERGE DOCUMENTS\Basic,Package DocumentAMM_Conditional SA Land Rev1 042397.doc 4 11/19
. SITE ID: A 2-G-082-G
SITE NAME: City of Zephyrhills
O. RADON GAS: Radon is a naturally occurring radioactive gas that, when it has accumulated in a
building in sufficient quantities, may present health risks to persons who are exposed to It over time. Levels of
radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information
regarding radon and radon testing may be obtained from your county public health unit.
P. APT has the right but not the obligation from time to time to pay any taxes, judgments, liens,
assessments and/or any other charges outstanding which are levied upon Owner or the Owner's Property and
which are or in the future could become liens upon the Owner's Property, in whole or in any part(individually and
collectively, `Liens'). In the event that APT satisfies or pays any such Liens, in whole or in part, APT shall have
the right but no duty to set off and offset any and all amounts.so paid against Rent and any other sums payable or
to become payable pursuant to the terms of this Agreement("Rent and Other Charges"). If APT elects to set off or
offset the amounts paid by APT against Rent and Other Charges, immediately upon demand, Owner shall
reimburse APT for all sums paid by APT which exceed such Rent and Other Charges. In the event that APT
elects not to set off or offset the amounts paid by APT against Rent and Other Charges, immediately upon
demand,Owner shall reimburse APT for all amounts paid by APT. APTs rights to satisfy or pay liens(in whole or
in part)and then to set off and offset as described in this subparagraph include the right of APT to pay and set off
and offset any and all attorney's fees incurred by APT in connection with making such payments and/or obtaining
such full or partial satisfactions.
Q. Co-location Agreements. APT shall be permitted to enter into agreements with third parties
wherein such third parties are permitted to co-locate on the Communications Facility(a"Co-location Agreement).
The following shall apply with respect to any Co-location Agreement entered into by APT:
1. In the event that APT ermits a third arty to co-locate on the Communications Facility, APT
shall pay to Owner of all amounts collected as rent-under the terms
of such Co-location Agreement. These amounts shall be due and payable to Owner within
twenty (20) days after such amounts are collected by APT. Failure to make any such
payment to Owner shall be considered a default under this Agreement and shall entitle Owner
to the same rights as in the event of a default in the payment of Rent.
2. No Co-location Agreement signed by APT shall extend beyond the Term of this Agreement
without the Owner's prior written consent, which shall not be unreasonably withheld or
delayed. If APT elects to extend this Agreement for one or more Renewal Terms, then, no
Co-location Agreement executed by APT shall extend beyond such Term, as extended. In
the event that APT terminates this Agreement prior to the end of either such period as
permitted under the terms of Paragraph 9,APT shall immediately assign any and all surviving
Co-location Agreements to Owner, which assignment shall be effective as of the termination
date of this Agreement
R:1Lega11MAIL MERGE DOCUMENTS1Basic Package DocumentswM Conditional SA Land Rev[042397.doc. 5 1 l/19
SITE ID: A-2-G-082-G
SITE NAME: City of Zephyrhills
IN WITNESS WHEREOF,the parties hereto bind themselves to this Agreement on this �`� day of
1997.
OWNER
Witnesses: CITY OF ZEPHYRHILLS,a municipality of the
State of FI da
By.
Print—e: 3 �' .ft�i Alan Bre ' ,City Council President
Social Security o:
TtNe* d S . M J '4"i0 � Date:i 1. Attes
Print Name: � S /,.Or Linkla Boan, City Clerk
Social Security No:
dnt Na Date: /l-a 7 y
Address of Owner:
5335 Eighth Street
Zephryhilis, FL 33540-4312
Telephone No.:
Facsimile No.:
APT
Witnesses: APT TAMPA/ORLANDO,INC.
I. tN By.
Print Name: Toffy R. McDowell
Its: Director Engineering and Operations
2. L. 02QQ and Authorized Agent
Print Name: L]ac,+OLA) C. V COOC. [Corporate Seal]
Address of APT.
Real Estate Department Date: lam.•/ D . 7
American Portable Telecom, Inc.
PO Box 31793
Chicago, IL 60631-0793
With copy to:
APT Tampa/Orlando, Inc.
Real Estate Manager
5907-B Hampton Oaks Parkway
Tampa, FL 33610
R:\Legal\MAIL MERGE DOCUMENTS\Basic Package Documents\MM_Conditional SA Land Rev 042397.doc 6 11/19
SITE ID: A-2-G-082-G
SITE NAME: City of Zephyrhifis
EXHIBIT"A"TO SITE AGREEMENT
LEGAL DESCRIPTION OF THE OWNER'S PROPERTY*
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corrected,if necessary, and that the correct legal description may be placed on this Exhibit'A'and/or that this
fLhibVA x may be replaced to reflect such proper and precise legal description by APT unilaterally.
R:\LegaI)b1AIL MERGE DOCUNIENTS\Basic Package DocumentAMM-Conditional SA Land Rev I 042397.doc 7 11/19
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SITE ID: A-2-G-082-G
SiTE NAME:City of Zephyrhilis
EXHIBIT"B"TO SITE AGREEMENT
Page 2 of 2
SKETCH AND DESCRIPTION OF THE PROJECT SiTE: Legal description of property to be attached.
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Notes.
1. The instrument to which this exhibit is attached and into which instrument this exhibit is fully incorporated,may,at APTs sole option,be
modified and/or amended unilaterally by APT to establish, clarffy or change the location of the nonexclusive easement for utility lines
and cables by recording an instrument signed by APT in the public records of the County in which the Owners Property Is located,
which instrument shall set forth the details of such modification and/or amendmenL
2. Notwithstanding anything in the instrument which this exhibit is attached to the contrary,APT,at its sole option,may unilaterally replace
and substitute for this exhibit a survey of the Project Site, showing non-exclusive easements for ingress, egress and utility fines and
cables to service the Project Site and/or may unilaterally replace and substitute for this exhibit construction drawings of the APT
Facilities of the Project Site.
3. Setback of the APT Facilities from the boundaries of Owners Property and of the Project Site shall be the distance required by the
appficable governmental authorities.
4. Wdth of any access read or easement granted to or used by APT, shall be the width required by the applicable governmental
authorities,including police and fire departments but in no event less than fifteen feet(15)except ff prohibited by governmental
authorities having jurisdiction over the Owners Property,the Project Site and/or the APT Facilities.
RALega11MAIL MERGE DOCUMENTS\Basic Package DocumentslMM Conditional SA Land Revl 042397.doc 9 11119
SITE ID: A-2-G-082-G
SITE NAME: City of Zephyrhills
EXHIBIT"C"TO SITE AGREEMENT
THIS INSTRUMENT PREPARED
BY AND RETURN TO:
Corporate Legal Review
APT Tampa/Orlando, Inc.
5907-B Hampton Oaks Parkway
Tampa, FL 33610
MEMORANDUM OF SITE AGREEMENTILEASE FOR LAND
THIS MEMORANDUM OF SITE AGREEMENTILEASE FOR LAND ( "Memorandum") is made and
entered into by and between CITY OF ZEPHYRHILLS, a municipality of the State of Florida, with an address of
5335 Eighth Street as"Owner", and APT Tampa/Oriando, Inc., a Delaware corporation, with an address of 8410
W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3486, "APT".
1. PREMISES. Owner and APT have entered into a Site Agreement for Land dated as of
. 1997 (together with any amendments and modifications thereto, the"Site Agreement"),
whereby Owner has leased and APT hasj hired those certain premises Pasco County, Florida, consisting of,
among other things, approximately 2,500 square feet of land, as depicted and legally described on Exhibit "A"
attached hereto and hereby incorporated into this Memorandum and certain easements(the"Project Site').
2. TERM. The initial term of the Site Agreement shall be a period of five (5) and a fraction years
commencing as of the "Commencement Date," as defined herein below, and terminating on the 31st day of
December following the fifth (5th)annual anniversary of the Commencement Date unless otherwise terminated as
provided in the Site Agreement("Initial Terra').
3. RENEWAL OPTIONS. In addition to the Initial Term and on and subject to the terms of the Site
Agreement, the Site Agreement term may be automatically extended for four (4) consecutive periods of five (5)
years each. Each such extension shall be known hereinafter as a"Renewal Term." Hereinafter, the Initial Term,
together with any and all Renewal Terms, shall be known as the"Term"of the Site Agreement.
4. COMMENCEMENT. The "Commencement Date" is the date on which APT begins construction of
the APT Facilities (as defined in the Site Agreement). Accordingly, unless otherwise specifically
stated here: . the Commencement Date shall be the date of APT's filing of a Notice of
Commencement in the public records of the county in which the Project Site is located.
R:\Legal\MAIL MERGE DOCUMENTS1Basic,Package Documents\MM Conditional SA Land Rev 042397.doc 10 11/19
SITE ID: A-2-G-082-G
SITE NAME: City of Zephyrhills
5. LEASE INCORPORATED. All of the terms, conditions, provisions and covenants of the Site
Agreement are hereby incorporated herein as if fully set forth in this Memorandum. To the extent that any of the
terms hereof are inconsistent with the terms of the Site Agreement, the terms of the Site Agreement shall control.
In the event that an inspection of or reference to the full terms, conditions, provisions or covenants of the Site
Agreement is desired or necessary, a request for such inspection should be made to the Owner at the address set
forth above, stating the name and address of the person and/or entity requesting the inspection, and setting forth
the reason for the inspection. The Owner may permit or refuse such inspection in its sole and absolute discretion.
IN WITNESS WHEREOF, Owner and APT have executed this Memorandum as of the date and year set forth
below their respective signatures.
Signed, sealed and delivered OWNER:
in the presence of:
Witnesses. CITY OF ZEPHYRHILLS,a municipality of the
State of Florida
1. By:
Print Name: Alan Brenia, City Council President
2. Date:
Print Name:
1. Attest:
Print Name: Linda Boan, City Clerk
2. Date:
Print Name:
TENANT:
Witnesses: APT Tampa/Orlando,Inc.,a Delaware
corporation
1. By:
Printed Name: Name: Tony R. McDowell
Title: Director, Engineering and Operations
2. and Authorized Agent
Printed Name: [Corporate Seal]
Date:
R:\Legal\MAIL MERGE DOCUMENTS\Basic Package Documents\MM Conditional SA Land Rev 042397.doc 11 11/19
SITE ID: A-2-"82-G
SITE NAME:City of Zephyrhills
STATE OF FLORIDA
COUNTY OF
The foregoing Memorandum of Agreement was acknowledged before me on this day of
199_, by Alan Brenta, as City Council President of the City of Zephyrhills,Florida. He is personally known to
me or has produced as identification.
My commission expires:
Notary Public-State of Florida
[Seaq Commission Number.
STATE OF FLORIDA
COUNTY OF
The foregoing Memorandum of Agreement was acknowledged before me on this day of
199_, by Linda Boan as City Clerk of the City of Zephyrhiils, Florida. She is personally known to me or has
produced as-identification.
My commission expires:
Notary Public-State of Florida
[Seaq Commission Number.
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me on this day of 1997, by Tony R.
McDowell, as Director, Engineering and (,Operations and Authorized Agent, of APT Tampa/Orlando, Inc., a
Delaware corporation. He is personally known to me or has produced
as identification.
My commission expires: i
Notary Public-State of Florida
[Seal] Commission Number.
RALega1\MAIL MERGE DOCUMENTS\Basic Package Documents\MM Conditional SA Land Rev 1 042397.doc 12 11/19
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RiLegaIIMAIL MERGE DOCUMENTS\Basic Package Documents\MM—Conditional SA Land Rev1 442397.doc 14 11/19
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Date: October 21, 2019 % / FL COM 31011
William Barrett Tower Engineering Professionals
Crown Castle 326 Tryon Road
8000 Avalon Blvd., Suite 700 Raleigh, NC 27603
Alpharetta, GA 30009 (919) 661-6351
Subject: Structural Analysis Report
Carrier Designation: Verizon Wireless Co-Locate
Carrier Site Number: 132419
Carrier Site Name: Apt Zephyrhills
Crown Castle Designation: Crown Castle BU Number: 826548
Crown Castle Site Name: Pasco County (VS)
Crown Castle JDE Job Number: 591508
Crown Castle Work Order Number: 1800309
Crown Castle Order Number: 506095 Rev. 0
Engineering Firm Designation: TEP Project Number: 48167.314456
Site Data: 38122 Henry Drive,Zephyrhills, Pasco County, FL 33542
Latitude 28° 14'S2.9", Longitude-82' 11'9.4"
190 Foot-Self Supporting Tower
Dear William Barrett,
Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the
structural integrity of the above-mentioned tower.
The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have
determined the tower stress level for the structure and foundation, under the following load case, to be:
LC7: Proposed Equipment Configuration Sufficient Capacity
This analysis utilizes an ultimate 3-second gust wind speed of 137 mph as required by the 2017 Florida Building
Code, 6th Edition. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria.
Structural analysis prepared by: Gautam Sopal, E.I. / CDC . \ I11
Respectfully submitted by:
c E N RsF Ttio �/ , p ZG
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No. 77387 r
Adam M. Amortnont, P.E. * *—
STATE OF
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"•DiAfG OF'FfC'IAL�
October 21,2019
190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2)ANALYSIS CRITERIA
Table 1 - Proposed Equipment Configuration
Table 2-Other Considered Equipment
3)ANALYSIS PROCEDURE
Table 3- Documents Provided
3.1) Analysis Method
3.2) Assumptions
4)ANALYSIS RESULTS
Table 4-Section Capacity (Summary)
Table 5-Tower Component Stresses vs. Capacity
4.1) Recommendations
5)APPENDIX A
tnxTower Output
6)APPENDIX B
Base Level Drawing
7) APPENDIX C
Additional Calculations
N /
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No. 77387
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Electronic Copy
tnxTower Report-version 8.0.5.0
October21,2019
190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 3
1) INTRODUCTION
This tower is a 190-ft self supporting tower designed by Valmont Microflect. The tower has been modified per
reinforcement drawings prepared by Tower Engineering Professionals in July of 2013. All information provided to
TEP was assumed to be accurate and complete.
2) ANALYSIS CRITERIA
TIA-222 Revision: TIA-222-H
Risk Category: II
Wind Speed: 137 mph
Exposure Category: C
Topographic Factor: 1.0
Service Wind Speed: 60 mph
Table 1 -Proposed Equipment Configuration
Center Number Number Feed
Mounting Line of Antenna Antenna Model of Feed Line
Level (ft) Elevation Antennas Manufacturer
(ft) Lines Size(in)
i ( 6 I JMA Wireless IMX06FRO860-02 w/Mount Pipe
3 Ericsson KRY901369_CCIV2
3 Ericsson RRUS 32 62
160.0 160.0 3 Ericsson RRUS 32 B66 14 1-5/8
3 Ericsson RRUS 4449 B5/612
1 Raycap RRFDC-3315-PF-48
1 Raycap RVZDC-6627-PF-48
3 Site Pro 1 VFA14-HD Mount
Table 2-Other Considered Equipment
Center Number Number Feed
Mounting Line of Antenna Antenna Model of Feed Line
Level (ft) Elevation Antennas Manufacturer Lines Size(in)
(ft)
i
4 I Cellmax CMA-BDHH/6521/EO-6
Technologies w/Mount Pipe
! 4 Andrew SBNHH-1 D65C w/Mount Pipe
4 Nokia FHFB
2 Nokia ( FRIE 1 7/8
194.0 6 Andrew j E15SO8P77 1 1-1/4
190.0 4 Nokia FRIG 6 1-5/8
i
8 Andrew ECC1920-VPUB 6 2-1/4
3 Nokia FXFB
1 Raycap DC4-48-60-8-20E-00
1 Raycap RNSNDC-7771-PF-48
j 190.0 1 Tower Mounts Platform Mount [LP 102-1]
tnxTower Report-version 8.0.5.0
October 21,2019
190-ft Sell Supporting Tower Structural Analysis Report CCI BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 4
Center Number Number Feed
Mounting Line of Antenna Antenna Model of Feed Line
Level (ft) Elevation Antennas Manufacturer Lines,' Size(in)
(ft)
DBXNH-6565B-R2M
3 I Andrew w/Mount Pipe_
6 Commscope NNHH-65B-R4_CCIV2
w/Mount Pipe
3 Commscope SBJAH4-1 D65B-DL
w/Mount Pipe
,
3 Andrew E15S09P78
175.0 3 Ericsson RRUS 32
{ 3 Ericsson RRUS 32 B2 3 5/16
3 Ericsson RRUS 32 B66 3 3/8
i 171.0 3 Ericsson FRRUS 4449 B5/B12 6 3/4
6 7/8
t
3 Ericsson RRUS 4478 B14 CCIV2 12 1-5/8
! 6 Raycap DC2-48-60-0-9E
2 Raycap r DC6-48-60-18-8C
1 Raycap DC6-48-60-18-8F
3 Site Pro 1 Puck
3 Kenwood T1326KT12 Tie Back
171.0 3 Site Pro 1 SFS-V Stabilizer Kit
6 Generic 1 2-7/8"OD x 8' Mount Pipe
1 Tower Mounts i Sector Mount [SM 503-3]
3 Ericsson 800MHz SMR Filter
3 Ericsson ( RRUS 11
150.0 3 Ericsson RRUS 31 B25
1 148.0 9 RFS Celwave ACU-A20-N 3 1-1/4
j 3 Ericsson F Air 6488 B41 w/Mount Pipe
149.0 3 RFS Celwave APXVERRI8-C w/Mount Pipe
1
j 148.0 3 Site Pro 1 VFA12-HD-SPT
KMW
140.0 140.0 3 Communications HB-X-AW-23-33-OOT
6 1-5/8
1 Tower Mounts f Sector Mount [SM 402-3]
3) ANALYSIS PROCEDURE
Table 3- Documents Provided
Document Remarks Reference Source
j Geotechnical Report Nodarse &Associates, Inc. 3497292 I CCISites
Tower Foundation Drawings Valmont Microflect 3497291 CCISites
Tower Manufacturer Drawings Valmont Microflect 3675014 CCISites
Tower Reinforcement Drawings Tower Engineering Professionals 3946359 CCISites
Post-Modification Inspection F Tower Engineering Professionals 4460699 CCISites
tnxTower Report-version 8.0.5.0
October 21,2019
190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 5
3.1) Analysis Method
tnxTower (version 8.0.5.0), a commercially available analysis software package, was used to create a
three-dimensional model of the tower and calculate member stresses for various loading cases.
Selected output from the analysis is included in Appendix A.
3.2) Assumptions
1) The tower and foundation were built and maintained in accordance with the manufacturer's
specification.
2) The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Tables 1 and 2, and the referenced drawings.
3) All tower components are in sufficient condition to carry their full design capacity.
4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is
left to the carrier or tower owner to ensure conformance.
5) All antenna mounts and mounting hardware are structurally sufficient to carry the full design
capacity requirements of appurtenance wind area and weight as provided by the original
manufacturer specifications. It is the carrier's responsibility to ensure compliance to the structural
limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to
verify the size, condition or capacity of the antenna mounts and did not analyze antennas
supporting mounts as part of this structural analysis report.
6) When applicable, the effective projected area (EPA) of appurtenances was determined by
computation fluid dynamics (CFD)testing performed by Crown Castle.TEP assumes the means
and methods used to determine the EPA's yields results that follow the intent of TIA-222-H and
are accurate and complete.
7) The following material grades were assumed:
a) Tower Legs:ASTM A53-13-46
b) Tower Bracing: ASTM A36
c) Anchor Rods:ASTM A615-75
8) The existing base plate grout was not considered in this analysis.
9) TEP assumed the soil properties for the bottom layer of caisson from 40-ft to 42-ft to match the
properties of soil layer above.
This analysis may be affected if any assumptions are not valid or have been made in error. Tower
Engineering Professionals should be notified to determine the effect on the structural integrity of the
tower.
4) ANALYSIS RESULTS
Table 4-Section Capacity(Summary)
Section Elevation(ft) Component Type Size Critical P(lb) 4)P.n . (lb) % Pass/Fail
No. Element Capacity
T1 I 190-180 I Leg I Pipe 2.5 STD I 3 -14574 ( 56559 I 25.8 l Pass
T2 180-160 Leg PIPE 3.5 STD 21 -62598 101716 61.5 Pass
T3 160-140 Leg Pipe 5 STD i 51 ( -124606 165270 I 75.4 Pass
T4 140-120 Leg Pipe 8 STD 75 -194337 347310 I 56.0 Pass
T5 120-113.333 1 Leg I Pipe 8 STD 99 I -217173 347310 62.5 Pass
T6 1 113.333- Leg Pipe 8 STD 111 -240315 347310 69.2 Pass
106.667
T7 106.667-100 1 Leg Pipe 8 STD 120 -261611 347310 75.3 Pass
T8 7 100-80 Leg Pipe 10 STD(SCH40) { 129 -323189 484378 66.7 Pass
T9 80-70 Leg Pipe 10 STD(SCH40) 147 k -356560 484378 73.6 Pass
T10 70-60 Leg Pipe 10 STD(SCH40) 159 -389555 484378 80.4 Pass
T11 60-40 Leg Pipe 12 STD f 168 -456498 602433 { 75.8 F Pass
tnxTower Report-version 8.0.5.0
October 21,2019
190-ft Self Supporting Tower Structural Analysis Report CC/BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 6
Section Critical" %.
Elevation(ft) Component Type Size P(lb) ., �Pa„o„ (lb) Pass/Fail
No. Element_ Capacity
T12 i 40-30 I Leg I Pipe 12 STD 186 { -489570 ( 602433 I 81.3 l Pass
T13 30-20 Leg Pipe 12 STD + 198 i -522243 602433 i 86.7 Pass
T74 20 0 Leg Pipe 12 XH 207 588158 794335 i 74.0 Pass
T1 190-180 Diagonal L1 3/4x1 3/4x3/16 10 -3914 8758 I 44.7 Pass
T2 180-160 Diagonal L2x2x3/16 28 I -8329 12785 65.1 Pass
j 71.3(b)
T3 160-140 Diagonal 2L2 1/2x2 1/20/160/8 58 -11795 52593 22.4 Pass
57.7(b)
T4 140-120 Diagonal L3x3x3/16 84 -12306 22202 55.4 Pass
74.8(b)
T5 1120-113.333 Diagonal L3x3x3/16 108 I -12645 21099 59.9 Pass
i 76.8(b)
T6 1 113.333- Diagonal L3x3x3/16 117 -12617 19950 63.2 Pass
106.667 1 1 78.9(b)
T7 1106.667-100 1 Diagonal 2L3x3x3/16x1/2 126 -14262 61700 23.1 Pass
43.0(b)
T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 I -16900 27303 61.9 Pass
63.7(b)
T9 1 80-70 Diagonal L3 1/2x3 1/2x1/4 156 -16375 25401 64.5 Pass
i 66.1 (b)
F-7701
70-60 Diagonal 2L31/2x31/2x1/4x1/2 165 -18669 19019 21.0 Pass
E 37.6(b)
T11 60-40 Diagonal L3 1/2x3 1/2x3/8 177 -19565 30929 63.3 Pass
T12 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -18640 29065 64.1 Pass
T13 30-20 Diagonal 21-3 1/2x3 1/2x3/8x1/2 i 204 -21674 110283 19.7 Pass
1 I 30.1 (b)
T14 20-0 Diagonal L4x4x3/8 I 216 -22039 35179 62.6 Pass
T1 190-180 Top Girt L3 1/2x3 1/2x1/4 4 -1550 29785 5.2 Pass
17.6(b)
T2 180-160 Top Girt L3 1/2x3 1/2x1/4 23 32 52541 0.2 Pass
0.4(b)
T3 160-140 Top Girt L3 1/20 1/2x3/8 53 E 216 73715 0.3 Pass
1.1 (b)
T4 140-120 Top Girt L3 1/2x3 MOM 76 I -2392 30403 7.9 Pass
20.6(b)
T5 P
20-113.333 Top Girt L4x4x3/8 100 -1944 34432 5.6 Pass
15.7(b)
T8 100-80 Top Girt L4x4x3/8 I 130 -3871 25694 15.1 Pass
21.6(b)
T9 80-70 Top Girt L5x5x5/16 148 -4044 34145 11.8 Pass
i ( 31.6(b)
T11 60-40 Top Girt L5x5x5/16 169 I -5520 27177 20.3 Pass
35.8(b)
T12 40-30 Top Girt L5x5x5/16 187 -5199 22493 23.1 Pass
33.7(b)
T14 20-0 Top Girt L5x5x5/16 I 208 ( -5476 18589 29.5 Pass
36.0(b)
Summary
Leg(T13) I 86.7 Pass
I Diagonal 78.9 Pass
i (T6)
Top Girt 36.0 Pass
(T14)
Bolt 78.9 Pass
Checks
RATING= 86.7 Pass
tnxTower Report-version 8.0.5.0
October 21,2019
190-ft Self Supporting Tower Structural Analysis Report M BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 7
Table 5-Tower Component Stresses vs. Capacity-LC7
Notes Component Elevation (ft) %Capacity Pass/Fail
1,2 Anchor Rods - I 58.5 Pass
1,2 Base Foundation Soil Interaction - 69.8 Pass
1,2 Base Foundation Structural - 25.7 Pass
Structure Rating (max from all components)= 86.7%
Notes:
1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed.
2) Rating per TIA-222-H Section 15.5
4.1) Recommendations
1) If the load differs from that described in Tables 1 and 2 of this report,the referenced drawings, or
the provisions of this analysis are found to be invalid, another structural analysis should be
performed.
2) The tower and its foundation have sufficient capacity to carry the proposed load configuration.
No modifications are required at this time.
tnxTower Report-version 8.0.5.0
October 21,2019
190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 8
APPENDIX A
TNXTOWER OUTPUT
tnxTower Report-version 8.0.5.0
L94q n_ I
R
DESIGNED APPURTENANCE LOADING
I
ELEVATION TYPE ._L___.._E6AT19N
CMA-BOMV6521/EO-0Wu_ua Pip°_ !190 4a9 1351512 II)1
a ! CMA-BOHHTS21lE06 WMoud Plea -!I" IIMIS ddd9 133912 '1)t
CMA-BDHM6521/E06tl Mput%pe E15S09P78 i1]1
CMA-BDMW6521E0-0WMout Pi190 EI5509P]B ---I1)t —
`,' • I RNSNOGT)11-PF48 --_______ :190 29'Dm.zB'PI �___ ___1171
W_ ( 5BNHH-1065C IFW-Pipe IN 23'DIa.z6 P' ?11I
_ SBNHK1Dfi5C WpaiP IN IMIZ•ol ..Pipe il]I
ss--D65CWWm P .190 2a•pMa t2-R Pip I]I
SBNHR1065C W W-14 190 2a•pia a 12A P'a 1171
FHFB 190 2a•Oia z/2-R%_ I1]t
IW8 i190 2121W1(ht..V- 1171._...—.
L600A_ FNFB 190 Iz trzn llhl/aadV• 11]t
1 FHFB ;IN 1121 L212Qm'.z a—i'--------1171 _
m l i I ECcIsW-VPIB ------— i INSeebr Meat N5033 1171
„} ! 21 ECC1920NPUB _ ;190 JMWOSFRDSW02WMw4%pa 1,60
6 ECCI 92D-VPUB IN MKOGFFKW"2WM Pi 116D
N A FRIG 1190 M%06FFg86002 W MqN 1160
_ FRG 1190 RRFDCJ3ISPF�B 1160
FRIG 190 RMS 32 62
FKFB — 190 RRUS3282 160
I 21� _ -_ FINKRM1369_CCNZ 160
1 FRE 119D KFVr%I369_CCN2 1,60
FRE i no I KRT901369 CCN2 1160_
1d0,OR EISMAPTr 190 'nvzoC 62]-PF48 16D
0,7 2 EIS508M 190 �RRUS-90S912 1160
EISSOOM 190 Mll5 tta9 BS912 16D
E1S508PT1 I90 RRI15 dM9 B5912 160
OCad84p840E-00 1190 RRU532 B66 160
42.d'aM 190 1,60
• d 2.P xart Pipe 190 I(2h 2.P Ou.�6d I60
i _
190 2 zd•Oia.a641 IN
24.Om x64t PI 'IN 1,60
2d•pmx64l Pipe 190 Sim P!.2HM a-HD 160
120•D'Rz60 Poe t" ISIM Pm1 VFA16-HO 160
• 6La°4er_ _ 190 Slm Prpl VFAld-IIO 160
H I 1pDR pov—Mwt P102.1 —_ II90 ""ERfl18CWMp Pi 1dB
$ DBKNHa56584RMtl Moffat Pi 't]t AP%VEMIBCWMout Pi td8
DBKNHb565B-R2MWM—Ipi 1171 A.ERRIBCWMpua Pi 1d8
R I)SX-565II-MIA OMR Pi '171 AN 6488 Bdt WW-P, 1d8
SBJAHd-1D65B-0LW—,IPm9 1171 AR6d888d1tlMpvt Pipp 1dB
SB1AHa-1O65BCLWMoua A 't)1 AR WBB BrI W W-pi 11da
_ SBJAHd-1DSSB-DLWW a 171 RR11531825 148
2 NNHH65B rtI CC w/Molar Pl I171 R.311325 ld8
d 1067R 2 MiHH65&M CCN2"pi_ 1171 RflUS 31"1ld8
2 NNHH658-.CCN2 w/MOMt% 171 MIA II lab
$ I - DC248b0-0-9E 1171 MIA 11 148
DC24B000)E 171 MIA II lab
1 1W OM1 2DC24"fi E 1171 ACU-N2PN It8
DC24BL E 1171 QIACUA2PN lab
OC248-0DO'9E 1171 ACU-A2Pf! Id8
RRUSad78BI6 CC 171 t100MHi5Nfl Fagr Id8
2 I H
Q MUS 4478 Bl a_CCN2 .171 600MHLSMRFEBr 148
IBi11S t47891a CCN2 1171 BDOMH25MRF01r I48
DC 408 IBOF 171 24•D'az80MOMt Pi 148
t• MUS32 1)1 2a•Ofaz80M°Nt Pi I08
MU532 11]t 2d•DIaaMMoMPi 168
RRU5 32 171 1 Sim Pm 1 VFA1241O Id8
RRIS 32 ON I]t I SRp Pm 1 VFA124CO Id8
(2)MU532866 Il]t 15im Pml VFA12-H0 148
,`� FF 3282 171 11®-K-AW-20J T 140_
BOOR RRU531 B2 1171 Ilex-AW, 33-0OT 11d0
OC648SP186C tTl 11 X AW.23-33-00T 141
g j is a _ Dc648-0P1 B8C 1171 SMWL4o MdON 140
„ a RRUSd449B51312 171
SYMBOL LIST
70.0 ft SIZEMSIZE
B M31 12n1dx1
MATERIAL STRENGTH
FOR AS3A46 d614 6)I� A36 36k4 EY 58 kv
TOWER DESIGN NOTES
1.Tower is located in Pasco County,Florida
2 Tower designed for E)Posae C to the TIA-222-H Slardard.
3.Tower designed for a 137 mph basic wind in accordarce with the TIA-222-H Standard.
0 4.Deflections are based upon a 60 mph wircl.
1 m 5.Tower Risk Category If.
1 a - 6.Topographic Category 1 with Crest Height of 0.00 I1
7.TOWER RATING:86.7%
3 doors
$
aDOR -
_� ALL REACTIONS
AREFACTORED
ht4X CORNER REACTIONSATaASE.'
2341E DOWN.,6052671b
SHEAR'603051b
UPLIFT.--SM699Ib
SHEAR.,-14249111
AX14L
a 83932111
J ,
SHFlIR MOMENT
97378Ib 1 10665544/bR
4RL
TOROUE9254316-/t
REACTIONS-137mph WIND
u o
a �
L e l m s 6 0
Tower Engineering Professionals °Pasco Count VS BU 826548
326 Tryon Road P1pi---No.46167.314456
Raleigh,NO 27603 G081R`Crown Castle Cra—by.'Wcrook
Tower Erganalry Proleseime5 phone:(919)661-6351 Cp;7 TIA-222-H Daw:10121/19 5ma'NTS
FAX 919 661-6350 PaOe�,,,,,,,,,,o,M•,�,,,,,, o �•v NO.E-1
tnxTower Job Page
Pasco County (VS) (BU 826548) 1 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Tower Input Data
The main tower is a 3x free standing tower with an overall height of 190.00 ft above the ground line.
The base of the tower is set at an elevation of 0.00 ft above the ground line.
The face width of the tower is 8.00 ft at the top and 21.33 ft at the base.
This tower is designed using the TIA-222-H standard.
The following design criteria apply:
Tower is located in Pasco County,Florida.
Tower base elevation above sea level:91.00 ft.
Basic wind speed of 137 mph.
Risk Category II.
Exposure Category C.
Simplified Topographic Factor Procedure for wind speed-up calculations is used.
Topographic Category: 1.
Crest Height: 0.00 ft.
Deflections calculated using a wind speed of 60 mph.
Pressures are calculated at each section.
Tower analysis based on target reliabilities in accordance with Annex S.
Load Modification Factors used: Kes(Fw)=0.95.
Stress ratio used in tower member design is 1.05.
Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered.
Options
Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules'
Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces
Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA
Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression
Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable
Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation
Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque
Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check
Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption
Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption
Leg Bolts Are At Top Of Section Add IBC.6D+W Combination _ _ _ __Pokes
Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction
Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow
SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets
SR Members Are Concentric Ignore KLJry For 60 Deg.Angle Legs Pole Without Linear Attachments
Pole With Shroud Or No Appurtenances
Outside and Inside Corner Radii Are
Known
tnxTower .lob Pasco County (VS) (BU 826548) Page 2 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed b
Phone:(919)661-6351 Crown Castle g y
FAX.(919)661-6350 CdCrOOIC
Wind 180
Leg A
Wind 90
Leg C Z Leg B
Face C
Wind Normal
Triangular Tower
Tower Section Geometry
Tower Tower Assembly Description Section Number Section
Section Elevation Database Width of Length
Sections
h h h
Tl 190.00-180.00 8.00 1 10.00
72 180.00-160.00 8.00 1 20.00
T3 160.00-140.00 8.00 1 20.00
T4 140.00-120.00 9.67 1 20.00
T5 120.00-113.33 11.33 1 6.67
T6 113.33-106.67 11.89 1 6.67
T7 106.67-100.00 12.44 1 6.67
T8 100.00-80.00 13.00 1 20.00
T9 80.00-70.00 14.67 1 10.00
T10 70.00-60.00 15.50 1 10.00
T11 60.00-40.00 16.33 1 20.00
T12 40.00-30.00 18.00 1 10.00
T13 30.00-20.00 18.83 1 10.00
T14 20.00-0.00 19.67 1 20.00
Tower Section Geometry cont'd
Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt
Section Elevation Spacing Type K Brace Horizontals Offset Offset
End
ft R Panels in in
T1 190.00-180.00 5.00 X Brace No No 0.0000 0.0000
b
tnxTower Jo Pasco County (VS) (BU 826548) Page3 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt
Section Elevation Spacing Type K Brace Horizontals Offset Offset
End
ft ft Panels in in
T2 180.00-160.00 5.00 X Brace No No 0.0000 0.0000
T3 160.00-140.00 6.67 X Brace No No 0.0000 0.0000
T4 140.00-120.00 6.67 X Brace No No 0.0000 0.0000
T5 120.00-113.33 6.67 X Brace No No 0.0000 0.0000
T6 113.33-106.67 6.67 X Brace No No 0.0000 0.0000
17 106.67-100.00 6.67 X Brace No No 0.0000 0.0000
T8 100.00-80.00 10.00 X Brace No No 0.0000 0.0000
T9 80.00-70.00 10.00 X Brace No No 0.0000 0.0000
T10 70.00-60.00 10.00 X Brace No No 0.0000 0.0000
Tl l 60.00-40.00 10.00 X Brace No No 0.0000 0.0000
T12 40.00-30.00 10.00 X Brace No No 0.0000 0.0000
T13 30.00-20.00 10.00 X Brace No No 0.0000 0.0000
T14 20.00-0.00 10.00 X Brace No No 0.0000 0.0000
Tower Section Geometry cont'd
Tower Leg Leg Leg Diagonal Diagonal Diagonal
Elevation Type Size Grade Type Size Grade
ft
Tl 190.00-180.00 Pipe Pipe 2.5 STD A53-B-46 Equal Angle Ll 3/4x1 3/4x3/16 A36
(46 ksi) (36 ksi)
T2 180.00-160.00 Pipe PIPE 3.5 STD A53-B-46 Equal Angle L2x2x3/16 A36
(46 ksi) (36 ksi)
T3 160.00-140.00 Pipe Pipe 5 STD A53-B-46 Double Equal 21-2 1/2x2 1/20/160/8 A36
(46 ksi) Angle (36 ksi)
T4 140.00-120.00 Pipe Pipe 8 STD A53-B-46 Equal Angle 1,300/16 A36
(46 ksi) (36 ksi)
T5 120.00-113.33 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36
(46 ksi) (36 ksi)
T6 113.33-106.67 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36
(46 ksi) (36 ksi)
T7 106.67-100.00 Pipe Pipe 8 STD A53-B-46 Double Equal 2L3x3x3/16xl/2 A36
(46 ksi) Angle (36 ksi)
T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/20 1/2xl/4 A36
(46 ksi) (36 ksi)
T9 80.00-70.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/20 1/2xl/4 A36
(46 ksi) (36 ksi)
T10 70.00-60.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Double Equal 2L3 1/20 1/2xl/4xl/2 A36
(46 ksi) Angle (36 ksi)
Tl1 60.00-40.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 1/20 1/2x3/8 A36
(46 ksi) (36 ksi)
T12 40.00-30.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 1/2x3 1/2x3/8 A36
(46 ksi) (36 ksi)
T13 30.00-20.00 Pipe Pipe 12 STD A53-B-46 Double Equal 2L3 1/20 l/2x3/8xl/2 A36
(46 ksi) Angle (36 ksi)
T14 20.00-0.00 Pipe Pipe 12 XH A53-B-46 Equal Angle L4x4x3/8 A36
(46 ksi) (36 ksi)
Tower Section Geometry cont'd
tnxTower Job Page
Pasco County (VS) (BU 826548) 4 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX.(919)661-6350 cdcrook
Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt
Elevation Type Size Grade Type Size Grade
ft
TI 190.00-180.00 Equal Angle L3 1/20 1/2xl/4 A36 Solid Round A36
(36 ksi) (36 ksi)
T2 180.00-160.00 Equal Angle L3 1/20 1/2xl/4 A36 Solid Round A36
(36 ksi) (36 ksi)
T3 160.00-140.00 Equal Angle L3 1/20 MOM A36 Solid Round A36
(36 ksi) (36 ksi)
T4 140.00-120.00 Equal Angle L3 1/20 1/20/8 A36 Solid Round A36
(36 ksi) (36 ksi)
T5 120.00-113.33 Equal Angle L4x4x3/8 A36 Solid Round A36
(36 ksi) (36 ksi)
TS 100.00-80.00 Equal Angle L4x4x3/8 A36 Solid Round A36
(36 ksi) (36 ksi)
T9 80.00-70.00 Equal Angle L5x5x5/16 A36 Solid Round A36
(36 ksi) (36 ksi)
TI 1 60.00-40.00 Equal Angle L5x5x5/16 A36 Solid Round A36
(36 ksi) (36 ksi)
T12 40.00-30.00 Equal Angle L5x5x5/16 A36 Solid Round A36
(36 ksi) (36 ksi)
T14 20.00-0.00 Equal Angle L5x5x5/16 A36 Solid Round A36
(36 ksi) (36 ksi)
Tower Section Geometry cont'd
Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle
Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt
(perface) A, Spacing Spacing Spacing
Diagonals Horizontals Redundants
ft fta in in in in
TI 0.00 0.3750 A36 1.03 1 1.05 0.0000 0.0000 36.0000
190.00-180.00 (36 ksi)
T2 0.00 0.3750 A36 1.03 1 1.05 0.0000 0.0000 36.0000
180.00-160.00 (36 ksi)
T3 0.00 0.3750 A36 1.03 1 1.05 Third-Pt 0.0000 36.0000
160.00-140.00 (36 ksi)
T4 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000
140.00-120.00 (36 ksi)
T5 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000
120.00-113.33 (36 ksi)
T6 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000
113.33-106.67 (36 ksi)
T7 0.00 0.5000 A36 1.03 1 1.05 Thud-Pt 0.0000 36.0000
106.67-100.00 (36 ksi)
T8 0.00 0.5000 A36 1.03 l 1.05 0.0000 0.0000 36.0000
100.00-80.00 (36 ksi)
T9 80.00-70.00 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000
(36 ksi)
TIO 0.00 0.5000 A36 1.03 1 1.05 Third-Pt 0.0000 36.0000
70.00-60.00 (36 ksi)
T11 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000
60.00-40.00 (36 ksi)
T12 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000
40.00-30.00 (36 ksi)
T13 0.00 0.5000 A36 1.03 1 1.05 Third-Pt 0.0000 36.0000
30.00-20.00 (36 ksi)
T14 20.00-0.00 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000
(36 ksi)
to xTower Job Page
Pasco County (VS) (BU 826548) 5 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX.(919)661-6350 Cdcrook
Tower Section Geometry cont'd
K Factors'
Tower Cale Cale Legs X K Single Girts Horiz. Sec. Inner
Elevation K K Brace Brace Diags Horiz. Brace
Single Solid Diags Diags
Angles Rounds X X X X X X X
ft y Y Y Y Y y y
Tl Yes No I 1 I I I I I I
190.00-180.00 1 l 1 1 1 1 1
T2 Yes No I I I I 1 I 1 1
180.00-160.00 1 1 I 1 1 1 1
T3 Yes No I I 1 I I 1 1 1
160.00-140.00 1 1 I 1 1 1 1
T4 Yes No I I I I 1 1 1 1
140.00-120.00 1 1 1 1 1 1 1
T5 Yes No I 1 I 1 1 1 1 1
120.00-113.33 1 1 1 1 1 I 1
T6 Yes No 1 I 1 I I I 1 1
113.33-106.67 1 1 1 1 1 1 1
T7 Yes No I I 1 1 1 I 1 1
106.67-100.00 1 1 1 1 1 1 I
T8 Yes No I I I 1 1 1 1 1
100.00-80.00 I 1 1 1 1 1 1
T9 Yes No 1 1 1 1 1 1 1 1
80.00-70.00 1 1 1 1 1 1 1
TIO Yes No 1 1 1 1 1 1 1 1
70.00-60.00 1 1 1 1 1 1 1
Tll Yes No 1 1 1 1 1 1 I I
60.00-40.00 1 1 1 1 1 1 1
T12 Yes No I 1 I 1 1 1 1 1
40.00-30.00 1 1 1 1 I 1 1
T13 Yes No 1 I 1 I I I 1 1
30.00-20.00 1 1 1 I 1 1 1
T14 Yes No 1 1 I I 1 I 1 I
20.00-0.00 1 1 1 1 1 1 1
'Note:Kfactors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor in the out-of-plane direction applied to
the overall length.
Tower Section Geometry cont'd
Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Elevation
ft
Net Width U Net Width U Net Width U Net U Net U Net U Net U
Deduct Deduct Deduct Width Width Width Width
in in in Deduct Deduct Deduct Deduct
in in in in
T1 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
190.00-180.00
T2 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
180.00-160.00
T3 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
160.00-140.00
T4 0.0000 I 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
140.00-120.00
b
tnxTower Jo Pasco County (VS) (BU 826548) Page6 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Elevation
ft
Net Width U Net Width U Net Width U Net U Net U Net U Net U
Deduct Deduct Deduct Width Width Width Width
in in in Deduct Deduct Deduct Deduct
in in in in
T5 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
I20.00-113.33
T6 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
113.33-106.67
T7 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000, 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
106.67-100.00
T8 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
100.00-80.00
T9 80.00-70.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T10 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
70.00-60.00
Tll 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
60.00-40.00
T12 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
40.00-30.00
T13 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
30.00-20.00
T14 20.00-0.001 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 ' 0.75
Tower Section Geometry cont'd
Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Elevation Connection
ft Type
Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No.
in in in in in in in
TI Flange 0.7500 4 0.5000 2 0.5000 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0
190.00-180.00 A325N A325N A325N A325N A325N A325N A325N
T2 Flange 0.8750 4 0.5000 2 0.5000 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0
180.00-160.00 A325N A325N A325N A325N A325N A325N A325N
T3 Flange 1.0000 6 0.7500 1 0.7500 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0
160.00-140.00 A325N A325X A325N A325N A325N A325N A325N
T4 Flange 1.5000 4 0.6250 2 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0
140.00420.00 A325N A325N A325N A325N A325N A325N A325N
T5 Flange 1.5000 0 0.6250 2 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0
120.00-113.33 A325N A325N A325N A325N A325N A325N A325N
T6 Flange 1.5000 0 0.6250 2 0.6250 0 0.0000 0 0.6250 0 0.6250 0 0.6250 0
113.33-106.67 A325N A325N A325N A325N A325N A325N A325N
17 Flange 1.5000 6 0.6250 2 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0
106.67-100.00 A325N A325X A325N A325N A325N A325N A325N
T8 Flange 1.5000 6 0.7500 2 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0
100.00-80.00 A325N A325N A325N A325N A325N A325N A325N
T9 80.00-70.00 Flange 1.5000 0 0.6250 2 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0
A325N A325N A325N A325N A325N A325N A325N
T10 Flange 1.5000 6 0.6250 2 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0
70.00-60.00 A325N A325X A325N A325N A325N A325N A325N
Tll Flange 1.5000 6 0.7500 2 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0
60.00-40.00 A325N A325N A325N A325N A325N A325N A325N
T12 Flange 1.5000 0 0.7500 2 0.7500 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0
40.00-30.00 A325N A325N A325N A325N A325N A325N A325N
T13 Flange 1.5000 6 0.7500 2 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0
30.00-20.00 A325N A325X A325N A325N A325N A325N A325N
b
tnxTower Jo Pasco County (VS) (BU Page 826548) 7 of 31
Tolver Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX.(919)661-6350 Cdcrook
Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Elevation Connection
ft Type
Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No.
in in in in in in in
T14 20.00-0.00 Flange 2.2500 0 0.7500 2 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0
A615-75 A325N A325N A325N A325N A325N A325N
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Face Allow Exclude Component Placement Face Lateral At # Clear Width or Perimeter Weight
or Shield From Type Offset Offset Per Spacing Diameter
Leg Torque ft in (Frac FW) Row in in in plf
Calculation
**Safety**
Safety Line B No No At(CaAa) 190.00- -8.0000 0.45 1 1 0.3750 0.3750 0.22
3/8 0.00
Climbing B No No Af(CaAa) 190.00- -8.0000 0.45 1 1 3.0000 3.0000 4.00
Ladder(Af) 0.00
**A Face**
942-98887-1F A No No At(CaAa) 148.00- 0.0000 0.42 3 3 0.5000 1.3000 1.26
XXX(I-1/4) 0.00
Feed Line A No No Af(CaAa) 150.00- 0.0000 0.45 1 1 3.0000 3.0000 4.00
Ladder 0.00
MLE Hybrid A No No At(CaAa) 160.00- 2.5000 -0.3 2 2 0.5000 1.6250 1.07
9Power/18Fib 0.00
er RL 2(1
5/8")
LCF158-50JL( A No No Ar(CaAa) 160.00- 0.0000 -0.25 12 12 0.5000 1.9800 0.52
1 5/8") 0.00
Feed Line A No No Af(CaAa) 160.00- 0.0000 -0.25 1 1 3.0000 3.0000 4.00
Ladder 0.00
**B Face**
LDF7-50A(I- B No No Ar(CaAa) 171.00- 0.0000 -0.3 12 12 0.5000 1.9800 0.82
5/8") 0.00
LDF5-50A(7/ B No No At(CaAa) 171.00- 2.5000 -0.26 6 6 0.5000 1.0900 0.33
8") 0.00
ATCB-BOI(5/ B No No At(CaAa) 171.00- 3.2000 -0.34 3 3 0.3150 0.3150 0.07
16") 0.00
FB-L98B-002- B No No At(CaAa) 171.00- 2.5000 -0.34 2 2 0.3937 0.3937 0.06
XXX(3/8) 0.00
WR-VG86ST- B No No Af(CaAa) 171.00- 2.5000 -0.3 3 3 0.7950 0.7950 0.58
BRD(3/4) 0.00
FB-L98B-002- B No No Ar(CaAa) 171.00- 0.0000 -0.36 1 1 0.3937 0.3937 0.06
XXX(3/8) 0.00
WR-VG86ST- B No No Ar(CaAa) 171.00- 2.5000 -0.36 3 3 0.5000 0.7950 0.58
BRD(3/4) 0.00
Feed Line B No No Af(CaAa) 171.00- 2.5000 -0.3 1 1 3.0000 3.0000 4.00
Ladder 0.00
**C Face**
LDF7-50A(I- C No No Ar(CaAa) 140.00- 0.0000 0.45 6 6 0.5000 1.9800 0.82
5/8") 0.00
Feed Line C No No Af(CaAa) 140.00- 0.0000 0.45 I 1 3.0000 3.0000 4.00
Ladder 0.00
***
LDF5-50A(7/ C No No Ar(CaAa) 190.00- 0.0000 0.05 1 1 0.5000 1.0900 0.33
8) 0.00
LDF12-50(2-1 C No No Ar(CaAa) 190.00- 0.0000 -0.02 6 6 0.5000 2.3500 1.22
/4) 0.00
Job Page
t3& Tower Pasco County (VS) (BU 826548) 8 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX.•(919)661-6350 CdcrOOk
Description Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight
or Shield From Type Offset Offset Per Spacing Diameter
Leg Torque ft in (Frac FW) Row in in in plf
Calculation
LDF6-50A(1- C No No At(CaAa) 190.00- 2.5000 -0.05 1 1 0.5000 1.5500 0.60
1/4) 0.00
LDF7-50A(1- C No No At(CaAa) 190.00- 0.0000 0.02 6 6 0.5000 1.9800 0.82
5/8") 0.00
Feed Line C No No Af(CaAa) 190.00- 0.0000 0 1 1 3.0000 3.0000 4.00
Ladder 0.00
Feed Line/Linear Appurtenances - Entered As Area
Description Face Allow Exclude Component Placement Total CAAA Weight
or Shield From Type Number
Leg Torque ft Aft plf
Calculation
*a
Feed Line/Linear Appurtenances Section Areas
Tower Tower Face AR AF CAAA CAAA Weight
Section Elevation In Face Out Face
h ft, ft, ft, ft, lb
Tl 190.00-180.00 A 0.000 0.000 0.000 0.000 0
B 0.000 0.000 5.375 0.000 42
C 0.000 0.000 33.620 0.000 172
T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0
B 0.000 0.000 58.915 0.000 302
C 0.000 0.000 67.240 0.000 343
T3 160.00-140.00 A 0.000 0.000 72.140 0.000 318
B 0.000 0.000 98.322 0.000 479
C 0.000 0.000 67.240 0.000 343
T4 140.00-120.00 A 0.000 0.000 81.820 0.000 403
B 0.000 0.000 98.322 0.000 479
C 0.000 0.000 101.000 0.000 522
T5 120.00-113.33 A 0.000 0.000 27.273 0.000 134
B 0.000 0.000 32.774 0.000 160
C 0.000 0.000 33.667 0.000 174
T6 113.33-106.67 A 0.000 0.000 27.273 0.000 134
B 0.000 0.000 32.774 0.000 160
C 0.000 0.000 33.667 0.000 174
T7 106.67-100.00 A 0.000 0.000 27.273 0.000 134
B 0.000 0.000 32.774 0.000 160
C 0.000 0.000 33.667 0.000 174
T8 100.00-80.00 A 0.000 0.000 81.820 0.000 403
B 0.000 0.000 98.322 0.000 479
C 0.000 0.000 101.000 0.000 522
T9 80.00-70.00 A 0.000 0.000 40.910 0.000 202
B 0.000 0.000 49.161 0.000 240
C 0.000 0.000 50.500 0.000 261
T10 70.00-60.00 A 0.000 0.000 40.910 0.000 202
B 0.000 0.000 49.161 0.000 240
hnxTower Job Page
Pasco County (VS) (BU 826548) 9 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
Tower Tower Face AR AF CAA CIAA Weight
Section Elevation In Face Out Face
h f2 f, f2 f2 lb
C 0.000 0.000 50.500 0.000 261
Tll 60.00-40.00 A 0.000 0.000 81.820 0.000 403
B 0.000 0.000 98.322 0.000 479
C 0.000 0.000 101.000 0.000 522
T12 40.00-30.00 A 0.000 0.000 40.910 0.000 202
B 0.000 0.000 49.161 0.000 240
C 0.000 0.000 50.500 0.000 261
T13 30.00-20.00 A 0.000 0.000 40.910 0.000 202
B 0.000 0.000 49.161 0.000 240
C 0.000 0.000 50.500 0.000 261
T14 20.00-0.00 A 0.000 0.000 81.820 0.000 403
B 0.000 0.000 98.322 0.000 479
C 0.000 0.000 101.000 0.000 522
Feed Line Center of Pressure
Section Elevation CPX CPZ CPX CPZ
Ice Ice
ft in in in in
TI 190.00-180.00 1.8948 7.8063 1.8942 7.8026
T2 180.00-160.00 3.0531 -4.4938 3.0018 -4.4030
T3 160.00-140.00 -2.1750 -8.1894 -2.0955 -7.8988
T4 140.00-120.00 -7.3344 -8.2833 -7.0306 -7.9283
T5 120.00-113.33 -7.2893 -8.3377 -7.0383 -8.0372
T6 113.33-106.67 -8.4534 -9.5607 -8.0557 -9.0955
T7 106.67-100.00 -8.7310 -9.8913 -8.3164 -9.4048
T8 100.00-80.00 -8.8894 -10.0905 -8.4310 -9.5509
T9 80.00-70.00 -8.8164 -10.1182 -8.4206 -9.6422
T10 70.00-60.00 -10.3622 -11.7510 -9.7469 -11.0287
T11 60.00-40.00 -9.9753 -11.4055 -9.4142 -10.7365
T12 40.00-30.00 -9.7822 -11.2956 -9.2990 -10.7083
T13 30.00-20.00 -11.5975 -13.2109 -10.8325 -12.3062
T14 20.00-0.00 -10.8272 -12.5140 -10.2456 -11.8062
Shielding Factor Ka
Tower Feed Line Description Feed Line K. K.
Section Record No. Segment Elev. No Ice Ice
TI 2 Safety Line 3/8 180.00- 0.6000 0.6000
190.00
TI 3 Climbing Ladder(Af) 180.00- 0.6000 0.6000
190.00
TI 23 LDF5-50A(7/8) 180.00- 0.6000 0.6000
190.00
TI 24 LDF12-50(2-1/4) 180.00- 0.6000 0.6000
190.00
TI 25 LDF6-50A(1-1/4) 180.00- 0.6000 0.6000
190.00
TI 26 LDF7-50A(I-5/8") 180.00- 0.6000 0.6000
190.00
TI 29 Feed Line Ladder 180.00- 0.6000 0.6000
190.00
tn.xTower Job Page
Pasco County (VS) (BU 826548) 10 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
Tower Feed Line Description Feed Line K. K.
Section Record No. Se ment Elev. No Ice Ice
T2 2 Safety Line 3/8 160.00- 0.6000 0.6000
180.00
72 3 Climbing Ladder(Af) 160.00- 0.6000 0.6000
180.00
T2 I I LDF7-50A(1-5/8") 160.00- 0.6000 0.6000
171.00
T2 12 LDF5-SOA(7/8") 160.00- 0.6000 0.6000
171.00
T2 13 ATCB-BO1(5/16") 160.00- 0.6000 0.6000
171.00
72 14 FB-L98B-002-XXX(3/8) 160.00- 0.0000 0.0000
171.00
T2 15 WR-VG86ST-BRD(3/4) 160.00- 0.0000 0.0000
171.00
72 16 FB-L98B-002-XXX(3/8) 160.00- 0.6000 0.6000
171.00
T2 17 WR-VG86ST-BRD(3/4) 160.00- 0.6000 0.6000
171.00
T2 18 Feed Line Ladder 160.00- 0.6000 0.6000
171.00
T2 23 LDF5-50A(7/8) 160.00- 0.6000 0.6000
180.00
T2 24 LDF12-50(2-1/4) 160.00- 0.6000 0.6000
180.00
T2 25 LDF6-50A(1-1/4) 160.00- 0.6000 0.6000
180.00
T2 26 LDF7-50A(1-5/8") 160.00- 0.6000 0.6000
180.00
T2 29 Feed Line Ladder 160.00- 0.6000 0.6000
180.00
T3 2 Safety Line 3/8 140.00- 0.6000 0.6000
160.00
T3 3 Climbing Ladder(Af) 140.00- 0.6000 0.6000
160.00
T3 5 942-98887-1FXXX(1-1/4) 140.00- 0.6000 0.6000
148.00
T3 6 Feed Line Ladder 140.00- 0.6000 0.6000
150.00
T3 7 MLE Hybrid 9Power/18Fiber 140.00- 0.6000 0.6000
RL2(15/8") 160.00
T3 8 LCF158-50]L(1 5/8") 140.00- 0.6000 0.6000
160.00
T3 9 Feed Line Ladder 140.00- 0.6000 0.6000
160.00
T3 11 LDF7-50A(I-5/8") 140.00- 0.6000 0.6000
160.00
T3 12 LDF5-50A(7/8") 140.00- 0.6000 0.6000
160.00
T3 13 ATCB-BO1(5/16") 140.00- 0.6000 0.6000
160.00
T3 14 FB-L98B-002-XXX(3/8) 140.00- 0.0000 0.0000
160.00
T3 15 WR-VG86ST-BRD(3/4) 140.00- 0.0000 0.0000
160.00
T3 16 FB-L98B-002-XXX(3/8) 140.00- 0.6000 0.6000
160.00
T3 17 WR-VG86ST-BRD(3/4) 140.00- 0.6000 0.6000
160.00
T3 18 Feed Line Ladder 140.00- 0.6000 0.6000
160.00
T3 23 LDF5-50A(7/8) 140.00- 0.6000 0.6000
160.00
b
tnxTower Jo Pasco County (VS) (BU 826548) Page11 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tn'on Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX:(919)661-6350 Cdcrook
Tower Feed Line Description Feed Line Ka &
Section Record No. Se meet Elev. No Ice Ice
T3 24 LDF12-50(2-1/4) 140.00- 0.6000 0.6000
160.00
T3 25 LDF6-50A(1-1/4) 140.00- 0.6000 0.6000
160.00
T3 26 LDF7-50A(1-5/8") 140.00- 0.6000 0.6000
160.00
T3 29 Feed Line Ladder 140.00- 0.6000 0.6000
160.00
T4 2 Safety Line 3/8 120.00- 0.6000 0.6000
140.00
T4 3 Climbing Ladder(Af) 120.00- 0.6000 0.6000
140.00
T4 5 942-98887-IFXXX(I-1/4) 120.00- 0.6000 0.6000
140.00
T4 6 Feed Line Ladder 120.00- 0.6000 0.6000
140.00
T4 7 MILE Hybrid 9Power/18Fiber 120.00- 0.6000 0.6000
RL2(15/8") 140.00
T4 8 LCF158-50JL(1 5/8") 120.00- 0.6000 0.6000
140.00
T4 9 Feed Line Ladder 120.00- 0.6000 0.6000
140.00
T4 11 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000
140.00
T4 12 LDF5-50A(7/8") 120.00- 0.6000 0.6000
140.00
T4 13 ATCB-BO1(5/16") 120.00- 0.6000 0.6000
140.00
T4 14 FB-L98B-002-XXX(3/8) 120.00- 0.0000 0.0000
140.00
T4 15 WR-VG86ST-BRD(3/4) 120.00- 0.0000 0,0000
140.00
T4 16 FB-L98B-002-XXX(3/8) 120.00- 0.6000 0.6000
140.00
T4 17 WR-VG86ST-BRD(3/4) 120.00- 0.6000 0.6000
140.00
T4 18 Feed Line Ladder 120.00- 0.6000 0.6000
140.00
T4 20 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000
140.00
T4 21 Feed Line Ladder 120.00- 0.6000 0.6000
140.00
T4 23 LDF5-50A(7/8) 120.00- 0.6000 0.6000
140.00
T4 24 LDF12-50(2-1/4) 120.00- 0.6000 0.6000
140.00
T4 25 LDF6-50A(1-1/4) 120.00- 0.6000 0.6000
140.00
T4 26 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000
140.00
T4 29 Feed Line Ladder 120.00- 0.6000 0.6000
140.00
T5 2 Safety Line 318 113.33- 0.6000 0.6000
120.00
T5 3 Climbing Ladder(Af) 113.33- 0.6000 0.6000
120.00
T5 5 942-98887-IFXXX(1-1/4) 113.33- 0.6000 0.6000
120.00
T5 6 Feed Line Ladder 113.33- 0.6000 0.6000
120.00
T5 7 MLE Hybrid 91?ower/18Fiber 113.33- 0.6000 0.6000
RL2(15/8") 120.00
t32xTower Job Page
Pasco County (VS) (BU 826548) 12 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Trvon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX:(919)661-6350 1 1 CdCrOOI(
Tower Feed Line Description Feed Line K„ Ka
Section Record No. Segment Elev. No Ice Ice
T5 8 LCF158-50JL(1 5/8") 113.33- 0.6000 0.6000
120.00
T5 9 Feed Line Ladder 113.33- 0.6000 0.6000
120.00
T5 11 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000
120.00
T5 12 LDF5-50A(7/8") 113.33- 0.6000 0.6000
120.00
T5 13 ATCB-BO1(5/16") 113.33- 0.6000 0.6000
120.00
T5 14 FB-L98B-002-XXX(3/8) 113.33- 0.0000 0.0000
120.00
T5 15 WR-VG86ST-BRD(3/4) 113.33- 0.0000 0.0000
120.00
T5 16 FB-L98B-002-XXX(3/8) 113.33- 0.6000 0.6000
120.00
T5 17 WR-VG86ST-BRD(3/4) 113.33- 0.6000 0.6000
120.00
T5 18 Feed Line Ladder 113.33- 0.6000 0.6000
120.00
T5 20 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000
120.00
T5 21 Feed Line Ladder 113.33- 0.6000 0.6000
120.00
T5 23 LDF5-50A(7/8) 113.33- 0.6000 0.6000
120.00
T5 24 LDF12-50(2-1/4) 113.33- 0.6000 0.6000
120.00
T5 25 LDF6-50A(1-1/4) 113.33- 0.6000 0.6000
120.00
T5 26 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000
120.00
T5 29 Feed Line Ladder 113.33- 0.6000 0.6000
120.00
T6 2 Safety Line 3/8 106.67- 0.6000 0.6000
113.33
T6 3 Climbing Ladder(Af) 106.67- 0.6000 0.6000
113.33
T6 5 942-98887-1FXXX(1-1/4) 106.67- 0.6000 0.6000
113.33
T6 6 Feed Line Ladder 106.67- 0.6000 0.6000
113.33
T6 7 MLE Hybrid 9Power/18Fiber 106.67- 0.6000 0.6000
RL 2(1 5/8") 113.33
T6 8 LCF158-50JL(1 5/8") 106.67- 0.6000 0.6000
113.33
T6 9 Feed Line Ladder 106.67- 0.6000 0.6000
113.33
T6 11 LDF7-50A(1-5/8") 106.67- 0.6000 0.6000
113.33
T6 12 LDF5-50A(7/8") 106.67- 0.6000 0.6000
113.33
T6 13 ATCB-BO1(5/16") 106.67- 0.6000 0.6000
113.33
T6 14 FB-L98B-002-XXX(3/8) 106.67- 0.0000 0.0000
113.33
T6 15 WR-VG86ST-BRD(3/4) 106.67- 0.0000 0.0000
113.33
T6 16 FB-L98B-002-XXX(3/8) 106.67- 0.6000 0,6000
113.33
T6 17 WR-VG86ST-BRD(3/4) 106.67- 0.6000 0.6000
113.33
tnxT®W eY Job Page
Pasco County (VS) (BU 826548) 13 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Tower Feed Line Description Feed Line K. Ka
Section Record No. Segment Elev. No Ice Ice
T6 18 Feed Line Ladder 106.67- 0.6000 0.6000
113.33
T6 20 LDF7-50A(I-5/8") 106.67- 0.6000 0.6000
113.33
T6 21 Feed Line Ladder 106.67- 0.6000 0.6000
113.33
T6 23 LDF5-50A(7/8) 106.67- 0.6000 0.6000
113.33
T6 24 LDF12-50(2-1/4) 106.67- 0.6000 0.6000
113.33
T6 25 LDF6-50A(1-1/4) 106.67- 0.6000 0.6000
113.33
T6 26 LDF7-50A(I-5/8") 106.67- 0.6000 0.6000
113.33
T6 29 Feed Line Ladder 106.67- 0.6000 0.6000
113.33
T7 2 Safety Line 3/8 100.00- 0.6000 0.6000
106.67
T7 3 Climbing Ladder(Af) 100.00- 0.6000 0.6000
106.67
17 5 942-98887-IFXXX(1-1/4) 100.00- 0.6000 0.6000
106.67
T7 6 Feed Line Ladder 100.00- 0.6000 0.6000
106.67
17 7 MLE Hybrid 9Power/1 gFiber 100.00- 0.6000 0.6000
RL 2(I 5/8") 106.67
T7 8 LCF158-50JL(1 5/8") 100.00- 0.6000 0.6000
106.67
77 9 Feed Line Ladder 100.00- 0.6000 0.6000
106.67
T7 11 LDF7-50A(I-5/8") 100.00- 0.6000 0.6000
106.67
77 12 LDF5-50A(7/8") 100.00- 0.6000 0.6000
106.67
T7 13 ATCB-BOl(5/16") 100.00- 0.6000 0.6000
106.67
77 14 FB-L98B-002-XXX(3/8) 100.00- 0.0000 0.0000
106.67
T7 15 WR-VG86ST-BRD(3/4) 100.00- 0.0000 0.0000
106.67
T7 16 FB-L98B-002-XXX(3/8) 100.00- 0.6000 0.6000
106.67
T7 17 WR-VG86ST-BRD(3/4) 100.00- 0.6000 0.6000
106.67
T7 18 Feed Line Ladder 100.00- 0.6000 0.6000
106.67
77 20 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000
106.67
T7 21 Feed Line Ladder 100.00- 0.6000 0.6000
106.67
T7 23 LDF5-50A(7/8) 100.00- 0.6000 0.6000
106.67
T7 24 LDF12-50(2-1/4) 100.00- 0.6000 0.6000
106.67
77 25 LDF6-50A(I-1/4) 100.00- 0.6000 0.6000
106.67
17 26 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000
106.67
T7 29 Feed Line Ladder 100.00- 0.6000 0.6000
106.67
T8 2 Safety Line 3/8 80.00-100.00 0.6000 0.6000
T8 3 Climbing Ladder(Af) 80.00-100.00 0.6000 0.6000
huT over .lob Pasco County (VS) (BU 826548) Page
14 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Tower Feed Line Description fO.O
Line Ka K.
Section Record No. rit Etev. No ke ke
T8 5 942-98887-1FXXX(i-1/4) 100.00 0.6000 0.6000
T8 6 Feed Line Ladder 100.00 0.6000 0.6000
T8 7 MLE Hybrid 9Power/I8Fiber 100.00 0.6000 0.6000
RL 2(15/8")
T8 8 LCF158-50JL(15/8") . -100.00 0.6000 0.6000
T8 9 Feed Line Ladder 80.00-100.00 0.6000 0.6000
T8 11 LDF7-50A(I-5/8") 80.00-100.00 0,6000 0.6000
T8 12 LDF5-50A(7/8") 80.00-100.00 0.6000 0.6000
T8 13 ATCB-BO1(5/16") 80.00-100.00 0.6000 0.6000
T8 14 FB-L98B-002-XXX(3/8) 80.00-100.00 0.0000 0.0000
T8 15 WR-VG86ST-BRD(3/4) 80.00-100.00 0.0000 0.0000
T8 16 FB-L98B-002-XXX(3/8) MOO-100.00 0.6000 0.6000
T8 17 WR-VG86ST-BRD(3/4) 80.00-100.00 0.6000 0.6000
T8 18 Feed Line Ladder 80.00-100.00 0.6000 0.6000
T8 20 LDF7-50A(I-5/8") 80.00-100.00 0.6000 0.6000
T8 21 Feed Line Ladder MOO-100.00 0.6000 0.6000
T8 23 LDF5-50A(7/8) 80.00-100.00 0.6000 0.6000
T8 24 LDF12-50(2-1/4) 80.00-100.00 0.6000 0.6000
T8 25 LDF6-50A(1-1/4) 80.00-100.00 0.6000 0.6000
T8 26 LDF7-50A(I-5/8") 80.00-100.00 0.6000 0.6000
T8 29 Feed Line Ladder 80.00-100.00 0.6000 0.6000
T9 2 Safety Line 3/8 70.00-80.00 0.6000 0.6000
T9 3 Climbing Ladder(Af) 70.00-80.00 0.6000 0.6000
T9 5 942-98887-1 FXXX(1-1/4) 70.00-80.00 0.6000 0.6000
T9 6 Feed Line Ladder 70.00-80.00 0.6000 0.6000
T9 7 MLE Hybrid 9Power/I8Fiber 70.00-80.00 0.6000 0.6000
RL 2(1 5/8")
T9 8 LCF158-5WL(I5/8") MOO-80.00 0.6000 0.6000
T9 9 Feed Line Ladder 70.00-80.00 0,6000 0.6000
T9 I LDF7-50A(1-5/8") 70,00-80.00 0.6000 0.6000
T9 12 LDF5-50A(7/8") 70.00-80-00 0.6000 0.6000
T9 13 ATCB-B01(5/16") 70.00-80.00 0.6000 0.6000
T9 14 FB-L98B-002-XXX(3/8) 70.00-80.00 0.0000 0.0000
T9 15 WR-VG86ST-BRD(3/4) 70.00-WOO 0.0000 0.0000
T9 16 FB-L98B-002-XXX(3/8) 70.00-80.00 0.6000 0.6000
T9 17 WR-VG86ST-BRD(3/4) 70.00-80.00 0.6000 0.6000
T9 18 Feed Line Ladder 70.00-80.00 0.6000 0.6000
T9 20 LDF7-50A(I-5/8") 70.00-80.00 0.6000 0.6000
T9 21 Feed Line Ladder 70.00-80.00 0.6000 0.6000
T9 23 LDF5-50A(7/8) 70.00-MOO 0.6000 0.6000
T9 24 LDF12-50(2-1/4) 70.00-80.00 0.6000 0.6000
T9 25 LDF6-50A(1-1/4) 70.00-80.00 0.6000 0.6000
T9 26 LDF7-50A(i-5/8") 70.00-80.00 0.6000 0.6000
T9 29 Feed Line Ladder 70.00-90.00 0.6000 0.6000
T10 2 Safety Line 3/8 60.00-70.00 0,6000 0.6000
TIO 3 Climbing Ladder(Af) 60.00-70.00 0.6000 0.6000
TIO 5 942-98887-IFXXX(I-1/4) 60,00-MOO 0.6000 0.6000
T10 6 Feed Line Ladder 60.00-70.00 0.6000 0.6000
T10 7 MLE Hybrid 9Power/I8Fiber 60.00-70.00 0.6000 0.6000
RL 2(1 5/8")
T10 8 LCF158-50JL(1 5/8") 60.00-70.00 0.6000 0.6000
TIO 9 Feed Line Ladder 60.00-70.00 0.6000 0.6000
T10 11 LDF7-50A(I-5/8") 60.00-70.00 0.6000 0.6000
T10 12 LDF5-50A(7/8") 60.00-70.00 0.6000 0.6000
TIO 13 ATCB-BOI(5/16") 60.00-70.00 0.6000 0.6000
T10 14 FB-L98B-002-XXX(3/8) 60.00-MOO 0.0000 0.0000
T10 15 WR-VG86ST-BRD(3/4) WOO-70.00 0.0000 0.0000
T10 16 FB-L98B-002-XXX(3/8) 60.00-70.00 0.6000 0.6000
TIO 17 WR-VG86ST-BRD(3/4) 60.00-MOO 0.6000 0.6000
T10 18 Feed Line Ladder 60.00-70.00 0.6000 0.6000
T10 20 LDF7-50A(1-5/8") 60.00-70.001 0.60001 0.6000
TIO 21 Feed Line Ladder I 60.00-MOO 1 0.60001 0.6000
tnxTower ,lob Page 15 of 31
Pasco County (VS) (BU 826548)
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
Tower Feed Line Description Feed Line K. K.
Section Record No. Segment Elev. No Ice Ice
TI0 23 LDF5-50A(7/8) 60.00-70.00 0.6000 0.6000
T10 24 LDF12-50(2-1/4) 60.00-70.00 0.6000 0.6000
TIO 25 LDF6-50A(1-1/4) 60.00-70.00 0.6000 0.6000
TIO 26 LDF7-50A(I-5/8") 60.00-70.00 0.6000 0.6000
TI O 29 Feed Line Ladder 60.00-70.00 0.6000 0.6000
Tit 2 Safety Line 3/8 40.00-60.00 0.6000 0.6000
Tl l 3 Climbing Ladder(Af) 40.00-60.00 0.6000 0.6000
T11 5 942-98887-1 FXXX(I-1/4) 40.00-60.00 0.6000 0.6000
Tl 1 6 Feed Line Ladder 40.00-60.00 0,6000 0.6000
TI 1 7 MLE Hybrid 9Power/18Fiber 40.00-60.00 0.6000 0.6000
RL 2(1 5/8")
Tl l 8 LCF158-50IL(1 5/8") 40.00-60.00 0.6000 0.6000
T11 9 Feed Line Ladder 40.00-60.00 0,6000 0.6000
Tit 1 I LDF7-50A(I-5/8") 40.00-60.00 0.6000 0.6000
Tl l 12 LDF5-50A(7/8") 40.00-60.00 0.6000 0.6000
TI 1 13 ATCB-BO1(5116") 40.00-60.00 0.6000 0.6000
Tl 1 14 FB-L98B-002-XXX(3/8) 40.00-60.00 0.0000 0.0000
TI 1 15 WR-VG86ST-BRD(3/4) 40.00-60.00 0.0000 0.0000
Tl 1 16 FB-L98B-002-XXX(3/8) 40.00-60.00 0,6000 0.6000
Tl I 17 WR-VG86ST-BRD(3/4) 40.00-60.00 0.6000 0.6000
Tl 1 18 Feed Line Ladder 40.00-60.00 0.6000 0.6000
Tl 1 20 LDF7-50A(I-5/8") 40.00-60.00 0.6000 0.6000
Tl 1 21 Feed Line Ladder 40.00-60.00 0.6000 0.6000
Tl l 23 LDF5-50A(7/8) 40.00-60.00 0.6000 0.6000
Till 24 LDF12-50(2-1/4) 40.00-60.00 0.6000 0.6000
Tll 25 LDF6-50A(I-1/4) 40.00-60.00 0.6000 0.6000
Tit 26 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000
Tl 1 29 Feed Line Ladder 40.00-60.00 0.6000 0.6000
T12 2 Safety Line 3/8 30.00-40.00 0.6000 0.6000
T12 3 Climbing Ladder(An 30.00-40.00 0.6000 0.6000
Tit 5 942-98887-IFXXX(I-1/4) 30.00-40.00 0.6000 0.6000
T12 6 Feed Line Ladder 30.00-40.00 0.6000 0.6000
T12 7 MLE Hybrid 9Power/18Fiber 30.00-40.00 0.6000 0.6000
RL 2(1 5/8")
T12 8 LCF158-50JL(1 5/8") 30.00-40.00 0.6000 0.6000
T12 9 Feed Line Ladder 30.00-40.00 0.6000 0.6000
T12 11 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000
T12 12 LDF5-50A(7/8") 30.00-40.00 0.6000 0.6000
T12 13 ATCB-BO1(5/16") 30.00-40.00 0.6000 0.6000
T12 14 FB-L98B-002-XXX(3/8) 30.00-40.00 0.0000 0.0000
T12 15 WR-VG86ST-BRD(3/4) 30.00-40.00 0,0000 0.0000
T12 16 FB-L98B-002-XXX(3/8) 30,00-40.00 0.6000 0.6000
T12 17 WR-VG86ST-BRD(3/4) 30.00-40.00 0.6000 0.6000
T12 18 Feed Line Ladder 30.00-40.00 0,6000 0.6000
TI2 20 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000
T12 21 Feed Line Ladder 30.00-40.00 0.6000 0.6000
T12 23 LDF5-50A(7/8) 30.00-40.00 0.6000 0.6000
T12 24 LDF12-50(2-1/4) 30.00-40.00 0.6000 0.6000
TI2 25 LDF6-50A(I-1/4) 30.00-40.00 0.6000 0.6000
T12 26 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000
TI2 29 Feed Line Ladder 30.00-40.00 0.6000 0.6000
T13 2 Safety Line 3/8 20.00-30.00 0.6000 0.6000
T13 3 Climbing Ladder(Af) 20.00-MOO 0.6000 0.6000
T13 5 942-98887-1FXXX(1-1/4) 20.00-30.00 0.6000 0.6000
T13 6 Feed Line Ladder 20.00-30.00 0.6000 0.6000
T13 7 MLE Hybrid 9Power/18Fiber 20.00-MOO 0.6000 0.6000
RL 2(1 5/8")
T13 8 LCF158-50JL(1 518") 20.00-30.00 0.6000 0.6000
T13 9 Feed Line Ladder 20.00-30.00 0.6000 0.6000
T13 i I LDF7-50A(I-5/8") 20.00-30.00 0.6000 0.6000
T13 12 LDF5-50A(7/8") 20.00-30.OU 0.60001 0.6000
T13 13 ATCB-BOI(5/16"} 20.00-30.40 0.60001 0.6004
t"x 4 owes Job Page
Pasco County (VS) (BU 826548) 16 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
Tower Feed Line Description Feed Line K. K.
Section Record No. Segment Elev. No Ice Ice
T13 14 FB-L98B-002-XXX(3/8) 20.00-30.00 0.0000 0.0000
T13 15 WR-VG86ST-BRD(3/4) 20.00-30.00 0.0000 0.0000
T13 16 FB-L98B-002-XXX(3/8) 20.00-30.00 0.6000 0.6000
T13 17 WR-VG86ST-BRD(3/4) 20.00-30.00 0.6000 0.6000
T13 18 Feed Line Ladder 20.00-30.00 0.6000 0.6000
T13 20 LDF7-50A(I-5/8") 20.00-30.00 0.6000 0.6000
T13 21 Feed Line Ladder 20.00-30.00 0.6000 0.6000
T13 23 LDF5-50A(7/8) 20.00-30.00 0.6000 0.6000
T13 24 LDF12-50(2-1/4) 20.00-30.00 0.6000 0.6000
T13 25 LDF6-50A(1-1/4) 20.00-30.00 0.6000 0.6000
T13 26 LDF7-50A(I-5/8") 20.00-30.00 0.6000 0.6000
T13 29 Feed Line Ladder 20.00-30.00 0.6000 0.6000
T14 2 Safety Line 3/8 0.00-20.00 0.6000 0.6000
T14 3 Climbing Ladder(At) 0.00-20.00 0.6000 0.6000
T14 5 942-98887-IFXXX(I-1/4) 0.00-20.00 0.6000 0.6000
T14 6 Feed Line Ladder 0.00-20.00 0.6000 0.6000
T14 7 MLE Hybrid 9Power/18Fiber 0.00-20.00 0.6000 0.6000
RL 2(1 5/8")
T14 8 LCF158-50JL(1 5/8") 0.00-20.00 0.6000 0.6000
T14 9 Feed Line Ladder 0.00-20.00 0.6000 0.6000
T14 11 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000
T14 12 LDF5-50A(7/8") 0.00-20.00 0.6000 0.6000
T14 13 ATCB-BOl(5/16") 0.00-20.00 0.6000 0.6000
T14 14 FB-L98B-002-XXX(3/8) 0.00-20.00 0.0000 0.0000
T14 15 WR-VG86ST-BRD(3/4) 0.00-20.00 0.0000 0.0000
T14 16 FB-L98B-002-XXX(3/8) 0.00-20.00 0.6000 0.6000
T14 17 WR-VG86ST-BRD(3/4) 0.00-20.00 0.6000 0.6000
T14 18 Feed Line Ladder 0.00-20.00 0.6000 0.6000
T14 20 LDF7-50A(I-5/8") 0.00-20.00 0.6000 0.6000
T14 21 Feed Line Ladder 0.00-20.00 0.6000 0.6000
T14 23 LDF5-50A(7/8) 0.00-20.00 0.6000 0.6000
T14 24 LDF12-50(2-1/4) 0.00-20.00 0.6000 0.6000
T14 25 LDF6-50A(1-1/4) 0.00-20.00 0.6000 0.6000
T14 26 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000
T14 29 Feed Line Ladder, 0.00-20.00 0.6000 0.6000
Discrete Tower Loads
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
ft ft fr' f, lb
ft
fr
**190**
CMA-BDHH/6521/EO-6 w/ A From 4.00 0.0000 190.00 No Ice 10.32 5.43 101
Mount Pipe Centroid-Fa 0.00
ce 4.00
CMA-BDHH/6521/EO-6 w/ B From 4.00 -30.0000 190.00 No Ice 10.32 5.43 101
Mount Pipe Centroid-Fa -7.00
ce 4.00
CMA-BDHH/6521/EO-6 w/ B From 4.00 60.0000 190.00 No Ice 10.32 5.43 101
Mount Pipe Centroid-Fa 7.00
ce 4.00'
Job Page
�12. �f1WeY Pasco County (VS) (BU 826548) 17 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client
Designed by
Phone:(919)661-6351 Crown Castle
FAX.(919)661-6350 Cdcrook
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
ft ft lb
ft
ft
CMA-BDHH/6521/EO-6 w/ C From 4.00 30.0000 190.00 No Ice 10.32 5.43 101
Mount Pipe Centroid-Fa 0.00
ce 4.00
RNSNDC-7771-PF-48 B From 4.00 -30.0000 190.00 No Ice 3.20 1.03 19
Centroid-Fa -7.00
ce 4.00
SBNHH-1D65C w/Mount A From 4.00 0.0000 190.00 No Ice 5.56 4.47 83
Pipe Centroid-Fa -7.00
ce 4.00
SBNHH-1D65C w/Mount A From 4.00 90.0000 190.00 No Ice 5.56 4.47 83
Pipe Centroid-Fa 7.00
ce 4.00
SBNHH-1D65C w/Mount B From 4.00 60.0000 190.00 No Ice 5.56 4.47 83
Pipe Centroid-Fa 0.00
ce 4.00
SBNHH-ID65C w/Mount C From 4.00 30.0000 190.00 No Ice 5.56 4.47 83
Pipe Centroid-Fa -7.00
ce 4.00
FHFB A From 4.00 0.0000 190.00 No Ice 3.63 2.39 53
Centroid-Fa -7.00
ce 4.00
FHFB A From 4.00 90.0000 190.00 No Ice 3.63 2.39 53
Centroid-Fa 7.00
ce 4.00
FHFB B From 4.00 60.0000 190.00 No Ice 3.63 2.39 53
Centroid-Fa 0.00
ce 4.00
FHFB C From 4.00 30.0000 190.00 No Ice 3.63 2.39 53
Centroid-Fa -7.00
ce 4.00
(2)ECC1920-VPUB A From 4.00 0.0000 190.00 No Ice 0.46 0.17 8
Centroid-Fa 0.00
ce 4.00
(2)ECC1920-VPUB B From 4.00 -30.0000 190.00 No Ice 0.46 0.17 8
Centroid-Fa -7.00
ce 4.00
(4)ECC1920-VPUB C From 4.00 30.0000 190.00 No Ice 0.46 0.17 8
Centroid-Fa -3.50
ce 4.00
FRIG B From 4.00 -30.0000 190.00 No Ice 2.39 0.97 57
Centroid-Fa -7.00
ce 4.00
(2)FRIG B From 4.00 60.0000 190.00 No Ice 2.39 0.97 57
Centroid-Fa 7.00
ce 4.00
FRIG C From 4.00 30.0000 190.00 No Ice 2.39 0.97 57
Centroid-Fa -7.00
ce 4.00
FXFB A From 4.00 0.0000 190.00 No Ice 3.54 1.02 55
Centroid-Fa 0.00
ce 4.00
(2)FXFB C From 4.00 30.0000 190.00 No Ice 3.54 1.02 55
Centroid-Fa -3.50
ce 4.00
FRIE A From 4.00 0.0000 190.00 No Ice 3.54 1.01 55
Centroid-Fa 0.00
ce 4.00
tnxTower Job Page
Pasco County (VS) (BU 826548) 18 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client
Phone:(919)661-6351 Designed by
FAX.(919)661-6350 Crown Castle CdcrOOk
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Harz Adjustment Front Side
Leg Lateral
Vert
h h lb
ft
h
FRIE C From 4.00 30.0000 190.00 No Ice 3.54 1.01 55
Centroid-Fa 0.00
cc 4.00
(2)E15SO8P77 A From 4.00 0.0000 190.00 No Ice 0.46 0.20 8
Centroid-Fa 0.00
cc 4.00
(2)E15S08P77 B From 4.00 -30.0000 190.00 No Ice 0.46 0.20 8
Centroid-Fa -7.00
ce 4.00
E15S08P77 B From 4.00 60.0000 190.00 No Ice 0.46 0.20 8
Centroid-Fa 7.00
cc 4.00
E15SO8P77 C From 4.00 30.0000 190.00 No Ice 0:46 0.20 8
Centroid-Fa 0.00
ce 4.00
DC448-60-8-20E-00 A From 4.00 0.0000 190.00 No Ice 0.72 0.70 13
Centroid-Fa -7.00
cc 4.00
(4)2.4"x 4-ft pipe A From 4.00 0.0000 190.00 No Ice 0.00 0.87 15
Centroid-Fa 0.00
ce 2.00
(4)2.4"x 4-ft pipe B From 4.00 0.0000 190.00 No Ice 0.00 0.87 15
Centroid-Fa 0.00
cc 2.00
(4)2.4"x 4-ft pipe C From 4.00 0.0000 190.00 No Ice 0.00 0.87 15
Centroid-Fa 0.00
ce 2.00
2.4"Dia x 6-ft Pipe A From 4.00 0.0000 190.00 No Ice 1.43 1.43 22
Centroid-Fa -2.00
cc 3.00
2.4"Dia x 6-ft Pipe B From 4.00 0.0000 190.00 No Ice 1.43 1.43 22
Centroid-Fa 0.00
ce 3.00
(2)2.4"Dia x 6-ft Pipe C From 4.00 0.0000 190.00 No Ice 1.43 1.43 22
Centroid-Fa 0.00
ce 3.00
8'Ladder A From 2.00 0.0000 190.00 No Ice 1.53 5.33 97
Centroid-Fa 0.00
ce -4.00
Platform Mount[LP 102-1] C None 0.0000 190.00 No Ice 60.49 60.49 3780
**171**
DBXNH-6565B-R2M w/ A From Leg 4.00 -60.0000 171.00 No Ice 4.09 3.30 72
Mount Pipe -6.00
4.00
DBXNH-6565B-R2M w/ B From Leg 4.00 -60.0000 171.00 No Ice 4.09 3.30 72
Mount Pipe -6.00
4.00
DBXNH-6565B-R2M w/ C From Leg 4.00 -60.0000 171.00 No Ice 4.09 3.30 72
Mount Pipe -6.00
4.00
SBJAH4-1D65B-DL w/ A From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91
Mount Pipe -2.00
4.00
SBJAH4-ID65B-DL w/ B From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91
Mount Pipe -2.00
4.00
SBJAH4-ID65B-DL w/ C From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91
b
tnxTower Jo Pasco County (VS) (BU 826548) Page19 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Description Face Offset Offsets: Azimuth Placement CAA CAAA Weight
or Type Hon Adjustment Front Side
Leg Lateral
Vert
ft 0ft ftz ftz lb
ft
ft
Mount Pipe -2.00
4.00
(2)NNHH-65B-R4_CCIV2 A From Leg 4.00 -60.0000 171.00 No Ice 7.55 4.23 110
w/Mount Pipe -4.00
4.00
(2)NNHH-65B-R4_CCIV2 B From Leg 4.00 -60.0000 171.00 No Ice 7.55 4.23 110
w/Mount Pipe -4.00
4.00
(2)NNHH-65B-R4_CCIV2 C From Leg 4.00 -60.0000 171.00 No Ice 7.55 4.23 110
w/Mount Pipe -4.00
4.00
DC2-48-60-0-9E A From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16
-6.00
4.00
DC248-60-0-9E A From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16
-2.00
4.00
(2)DC2-48-60-0-9E B From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16
-6.00
4.00
DC2-48-60-0-9E B From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16
-6.00
4.00
DC2-48-60-0-9E C From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16
-2.00
4.00
RRUS 4478 B14_CCIV2 A From Leg 4.00 -60.0000 171.00 No Ice 2.02 1.25 59
-6.00
4.00
RRUS 4478 B14_CCIV2 B From Leg 4.00 -60.0000 171.00 No Ice 2.02 1.25 59
-6.00
4.00
RRUS 4478 B 14_CCIV2 C From Leg 4.00 -60.0000 171.00 No Ice 2.02 1.25 59
-6.00
4.00
DC6-48-60-18-8F A From Leg 4.00 -60.0000 171.00 No Ice 1.21 1.21 33
-2.00
4.00
RRUS 32 A From Leg 4.00 -60.0000 171.00 No Ice 2.86 1.78 55
-2.00
4.00
RRUS 32 B From Leg 4.00 -60.0000 171.00 No Ice 2.86 1.78 55
-2.00
4.00
RRUS 32 C From Leg 4.00 -60.0000 171.00 No Ice 2.86 1.78 55
-2.00
4.00
RRUS 32 B66 A From Leg 4.00 -60.0000 171.00 No Ice 2.74 1.67 53
-2.00
4.00
(2)RRUS 32 B66 B From Leg 4.00 -60.0000 171.00 No Ice 2.74 1.67 53
0.00
4.00
RRUS 32 B2 A From Leg 4.00 -60.0000 171.00 No Ice 2.73 1.67 53
-2.00
4.00
(2)RRUS 32 B2 B From Leg 4.00 -60.0000 171.00 No Ice 2.73 1.67 53
tn Job Page
xTower Pasco County (VS) (BU 826548) 20 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX.(919)661-6350 CCjCfOO1(
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Harz Adjustment Front Side
Leg Lateral
Vert
ft ft lb
ft
h
0.00
4.00
DC6-48-60-18-8C A From Leg 4.00 -60.0000 171.00 No Ice 1.14 1.14 26
-2.00
4.00
DC6-48-60-18-8C B From Leg 4.00 -60.0000 171.00 No Ice 1.14 1.14 26
-6.00
4.00
RRUS 4449 B5/B 12 A From Leg 4.00 -60.0000 171.00 No Ice 1.97 1.41 71
-2.00
4.00
RRUS 4449 B5B 12 B From Leg 4.00 -60.0000 171.00 No Ice 1.97 1.41 71
-2.00
4.00
RRUS 4449 135/13 12 C From Leg 4.00 -60.0000 171.00 No Ice 1.97 1.41 71
-2.00
4.00
E15S09P78 B From Leg 4.00 -60.0000 171.00 No Ice 0.75 0.34 17
6.00
4.00
(2)E15S09P78 C From Leg 4.00 -60.0000 171.00 No Ice 0.75 0.34 17
0.00
4.00
(2)2.9"Dia.x 8'Pipe A From Leg 4.00 0.0000 171.00 No Ice 2.30 2.30 46
4.00
0.00
(2)2.9"Dia.x 8'Pipe B From Leg 4.00 0.0000 171.00 No Ice 2.30 2.30 46
4.00
0.00
(2)2.9"Dia.x 8'Pipe C From Leg 4.00 0.0000 171.00 No Ice 2.30 2.30 46
4.00
0.00
2.4"Dia x 12-ft Pipe A From Leg 4.00 0.0000 171.00 No Ice 2.86 2.86 40
3.00
0.00
2.4"Dia x 12-ft Pipe B From Leg 4.00 0.0000 171.00 No Ice 2.86 2.86 40
3.00
0.00
2.4"Dia x 12-ft Pipe C From Leg 4.00 0.0000 171.00 No Ice 2.86 2.86 40
3.00
0.00
(2)L2 1/2x2 1/2xl/4 x 4'-4" A From Leg 2.00 0.0000 171.00 No Ice 1.68 1.68 18
0.00
0.00
(2)L2 1/2x2 1/2xl/4 x 4'-4" B From Leg 2.00 0.0000 171.00 No Ice 1.68 1.68 18
0.00
0.00
(2)L2 1/2x2 1/2x1/4 x 4'-4" C From Leg 2.00 0.0000 171.00 No Ice 1.68 1.68 18
0.00
0.00
Sector Mount[SM 503-31 C None 0.0000 171.00 No Ice 30.43 30.43 1691
**160**
(2)MX06FRO860-02 w/ A From Leg 4.00 -60.0000 160.00 No Ice 8.84 7.49 112
Mount Pipe -3.00
0.00
(2)MX06FRO860-02 w/ B From Leg 4.00 0.0000 160.00 No Ice 8.84 7.49 112
Mount Pipe 4.50
Job Page
t32X�'IpW�Y Pasco County (VS) (BU 826548) 21 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX:(919)661-6350 1 1 cdcrook
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Harz Adjustment Front Side
Leg Lateral
Vert
ft 0 ft ftz ft2 lb
ft
ft
0.00
(2)MX06FRO860-02 w/ C From Leg 4.00 -40.0000 160.00 No Ice 8.84 7.49 112
Mount Pipe -3.00
0.00
RRFDC-3315-PF-48 A From Leg 4.00 -60.0000 160.00 No Ice 3.36 2.19 21
3.00
0.00
(2)RRUS 32 B2 A From Leg 4.00 -60.0000 160.00 No Ice 2.73 1.67 53
3.00
0.00
RRUS 32 B2 B From Leg 4.00 0.0000 160.00 No Ice 2.73 1.67 53
3.00
0.00
KRY901369_CCIV2 A From Leg 4.00 -60.0000 160.00 No Ice 1.16 0.77 23
3.00
0.00
KRY901369_CCIV2 B From Leg 4.00 0.0000 160.00 No Ice 1.16 0.77 23
3.00
0.00
KRY901369_CCIV2 C From Leg 4.00 40.0000 160.00 No Ice 1.16 0.77 23
3.00
0.00
RVZDC-6627-PF-48 A From Leg 4.00 -60.0000 160.00 No Ice 3.79 2.51 32
3.00
0.00
RRUS 4449 B51B 12 A From Leg 4.00 -60.0000 160.00 No Ice 1.97 1.41 71
3.00
0.00
RRUS 4449 B51B 12 B From Leg 4.00 0.0000 160.00 No Ice 1.97 1.41 71
3.00
0.00
RRUS 4449 B5B 12 C From Leg 4.00 -40.0000 160.00 No Ice 1.97 1.41 71
3.00
0.00
RRUS 32 B66 B From Leg 4.00 0.0000 160.00 No Ice 2.74 1.67 53
3.00
0.00
(2)RRUS 32 B66 C From Leg 4.00 -40.0000 160.00 No Ice 2.74 1.67 53
3.00
0.00
(2)2.4"Dia.x 6-ft A From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22
3.00
0.00
(2)2.4"Dia.x 6-ft B From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22
-3.00
0.00
(2)2.4"Dia.x 6-ft C From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22
3.00
0.00
Site Pro I VFA14-HD A From Leg 2.00 0.0000 160.00 No Ice 14.40 9.20 672
0.00
0.00
Site Pro I VFA14-HD B From Leg 2.00 0.0000 160.00 No Ice 14.40 9.20 672
0.00
0.00
Site Pro I VFA14-HD C From Leg 2.00 0.0000 160.00 No Ice 14.40 9.20 672
0.00
tn Job Page
xTowe� Pasco County (VS) (BU 826548) 22 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC 27603 Client Designed by
Phase:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
ft ft ft, f 2 lb
ft
h
0.00
**148**
APXVERRI8-C w/Mount A From Leg 4.00 0.0000 148.00 No Ice 4.60 4.01 83
Pipe 0.00
1.00
APXVERRI8-C w/Mount B From Leg 4.00 0.0000 148.00 No Ice 4.60 4.01 83
Pipe 0.00
1.00
APXVERRI8-C w/Mount C From Leg 4.00 0.0000 148.00 No Ice 4.60 4.01 83
Pipe 0.00
1.00
AIR 6488 B41 w/Mount Pipe A From Leg 4.00 0.0000 148.00 No Ice 6.20 3.54 127
6.00
1.00
AIR 6488 B41 w/Mount Pipe B From Leg 4.00 0.0000 148.00 No Ice 6.20 3.54 127
6.00
1.00
AIR 6488 B41 w/Mount Pipe C From Leg 4.00 0.0000 148.00 No Ice 6.20 3.54 127
6.00
1.00
RRUS 31 B25 A From Leg 4.00 0.0000 148.00 No Ice 1.62 1.28 56
0.00
2.00
RRUS 31 B25 B From Leg 4.00 0.0000 148.00 No Ice 1.62 1.28 56
0.00
2.00
RRUS 31 B25 C From Leg 4.00 0.0000 148.00 No Ice 1.62 1.28 56
0.00
2.00
RRUS I I A From Leg 4.00 0.0000 148.00 No Ice 2.79 1.19 51
0.00
2.00
RRUS 11 B From Leg 4.00 0.0000 148.00 No Ice 2.79 1.19 51
0.00
2.00
RRUS 11 C From Leg 4.00 0.0000 148.00 No Ice 2.79 1.19 51
0.00
2.00
(3)ACU-A20-N A From Leg 4.00 0.0000 149.00 No Ice 0.07 0.12 1
0.00
2.00
(3)ACU-A20-N B From Leg 4.00 0.0000 148.00 No Ice 0.07 0.12 1
0.00
2.00
(3)ACU-A20-N C From Leg 4.00 0.0000 148.00 No Ice 0.07 0.12 1
0.00
2.00
800MHz SMR Filter A From Leg 4.00 0.0000 148.00 No Ice 0.65 0.22 9
0.00
2.00
800MHz SMR Filter B From Leg 4.00 0.0000 148.00 No Ice 0.65 0.22 9
0.00
2.00
800MHz SMR Filter C From Leg 4.00 0.0000 148.00 No Ice 0.65 0.22 9
0.00
2.00
2.4"Dia x 8-ft Mount Pipe A From Leg 4.00 0.0000 148.00 No Ice 1.90 1.90 29
t3ZxTower Job Page
Pasco County (VS) (BU 826548) 23 of 31
Tolver Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Harz Adjustment Front Side
Leg Lateral
Vert
ft .ft f>� ft� lb
ft
ft
-6.00
0.00
2.4"Dia x 8-ft Mount Pipe B From Leg 4.00 0.0000 148.00 No Ice 1.90 1.90 29
-6.00
0.00
2.4"Dia x 8-ft Mount Pipe C From Leg 4.00 0.0000 148.00 No Ice 1.90 1.90 29
-6.00
0.00
Site Pro 1 VFA12-HD A From Leg 2.00 0.0000 148.00 No Ice 13.20 9.20 658
0.00
0.00
Site Pro I VFA12-HD B From Leg 2.00 0.0000 148.00 No Ice 13.20 9.20 658
0.00
0.00
Site Pro 1 VFA12-HD C From Leg 2.00 0.0000 148.00 No Ice 13.20 9.20 658
0.00
0.00
**140**
HB-X-AW-23-33-OOT A From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44
6.00
0.00
HB-X-AW-23-33-OOT B From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44
6.00
0.00
HB-X-AW-23-33-OOT C From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44
6.00
0.00
Sector Mount[SM 402-3] A None 0.0000 140.00 No Ice 18.87 18.87 851
Load Combinations
Comb. Description
No.
1 Dead Only
2 1.2 Dead+1.0 Wind 0 deg-No Ice
3 0.9 Dead+1.0 Wind 0 deg-No Ice
4 1.2 Dead+1.0 Wind 30 deg-No Ice
5 0.9 Dead+1.0 Wind 30 deg-No Ice
6 1.2 Dead+1.0 Wind 60 deg-No Ice
7 0.9 Dead+I.0 Wind 60 deg-No Ice
8 1.2 Dead+1.0 Wind 90 deg-No Ice
9 0.9 Dead+1.0 Wind 90 deg-No Ice
10 1.2 Dead+I.0 Wind 120 deg-No Ice
11 0.9 Dead+1.0 Wind 120 deg-No Ice
12 1.2 Dead+1.0 Wind 150 deg-No Ice
13 0.9 Dead+1.0 Wind 150 deg-No Ice
14 1.2 Dead+1.0 Wind 180 deg-No Ice
15 0.9 Dead+1.0 Wind 180 deg-No Ice
16 1.2 Dead+1.0 Wind 210 deg-No Ice
17 0.9 Dead+1.0 Wind 210 deg-No Ice
Job Page
t�t'xI Uwer Pasco County (VS) (BU 826548) 24 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX:(919)661-6350 cdcrook
Comb. Description
No.
18 1.2 Dead+1.0 Wind 240 deg-No Ice
19 0.9 Dead+1.0 Wind 240 deg-No Ice
20 1.2 Dead+1.0 Wind 270 deg-No Ice
21 0.9 Dead+1.0 Wind 270 deg-No Ice
22 1.2 Dead+1.0 Wind 300 deg-No Ice
23 0.9 Dead+1.0 Wind 300 deg-No Ice
24 1.2 Dead+1.0 Wind 330 deg-No Ice
25 0.9 Dead+1.0 Wind 330 deg-No Ice
26 Dead+Wind 0 deg-Service
27 Dead+Wind 30 deg-Service
28 Dead+Wind 60 deg-Service
29 Dead+Wind 90 deg-Service
30 Dead+Wind 120 deg-Service
31 Dead+Wind 150 deg-Service
32 Dead+Wind 180 deg-Service
33 Dead+Wind 210 deg-Service
34 Dead+Wind 240 deg-Service
35 Dead+Wind 270 deg-Service
36 Dead+Wind 300 deg-Service
37 Dead+Wind 330 deg-Service
Maximum Tower Deflections - Service Wind
Section Elevation Horz. Gov. Tilt Twist
No. Deflection Load
ft in Comb. °
T1 190-180 4.807 27 0.2318 0.0200
T2 180-160 4.315 27 0.2271 0.0213
T3 160-140 3.370 27 0.2026 0.0239
T4 140-120 2.569 27 0.1683 0.0238
T5 120-113.333 1.873 26 0.1443 0.0209
T6 113.333-106.667 1.663 26 0.1350 0.0194
T7 106.667-100 1.466 26 0.1251 0.0178
T8 100-80 1.291 26 0.1146 0.0167
T9 80-70 0.827 26 0.0911 0.0127
T I0 70-60 0.630 26 0.0784 0.0105
Tl 1 60-40 0.472 26 0.0652 0.0093
T12 40-30 0.219 26 0.0425 0.0059
TI 3 30-20 0.126 26 0.0307 0.0041
T14 20-0 0.068 26 0.0186 0.0032
Critical Deflections and Radius of Curvature - Service Wind
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft Comb. in oft
190.00 CMA-BDHH/6521/EO-6 w/Mount 27 4.807 0.2318 0.0200 445363
Pipe
171.00 DBXNH-6565B-R2M w/Mount 27 3.877 0.2185 0.0226 50660
Pipe
160.00 (2)MX06FRO860-02 w/Mount 27 3.370 0.2026 0.0239 26818
Pipe
148.00 APXVERR18-C w/Mount Pipe 27 2.874 0.1813 0.0242 37903
140.00 HB-X-AW-23-33-OOT 27 2.569 0.1683 0.0238 53933
tnxl'®wer Job Page 25 of 31
Pasco County (VS) (BU 826548)
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
Maximum Tower Deflections - Design Wind
Section Elevation Hor. Gov. Tilt Twist
No. Deflection Load
ft in Comb. °
T1 190-180 23.779 4 1.1434 0.0993
T2 ISO-160 21.349 4 1.1208 0.1055
T3 160-140 16.682 4 1.0015 0.1184
T4 140-120 12.720 4 0.9327 0.1180
T5 120-113.333 9.272 4 0.7143 0.1037
T6 113.333-106.667 8.227 4 0.6682 0.0961
77 106.667-100 7.252 4 0.6195 0.0879
T8 100-80 6.386 2 0.5675 0.0828
T9 80-70 4.091 2 0.4509 0.0627
T10 70-60 3.116 2 0.3879 0.0520
Tl 1 60-40 2.336 2 0.3223 0.0458
T12 40-30 1.083 2 0.2103 0.0290
T13 30-20 0.623 2 0.1518 0.0205
T14 20-0 0.335 2 0.0920 0.0157
Critical Deflections and Radius of Curvature - Design Wind
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft Comb. in ft
190.00 CMA-BDHH/6521/EO-6 w/Mount 4 23.779 1.1434 0.0993 113126
Pipe
171.00 DBXNH-6565B-R2M w/Mount 4 19.188 1.0793 0.1120 10411
Pipe
160.00 (2)MX06FRO860-02 w/Mount 4 16,682 1.0015 0.1184 5467
Pipe
148.00 APXVERRI8-C w/Mount Pipe 4 14.226 0.8968 0.1200 7708
140.00 HB-X-AW-23-33-OOT 4 12.720 0.8327 0.1180 10936
Bolt Design Data
Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria
No. Type Grade Of Load Load Load Ratio
ft in Bolts per Bolt per Bolt Allowable
lb lb
Tl 190 Leg A325N 0.7500 4 2543 30101 0.084 1.05 Bolt Tension
Diagonal A325N 0.5000 2 1950 4996 0.390 1.05 Member Block
Shear
Top Girt A325N 0.5000 1 1529 8265 0.185 1.05 Member Bearing
T2 180 Leg A325N 0.8750 4 13202 41556 0.318 1.05 Bolt Tension
Diagonal A325N 0.5000 2 4123 5505 0.749 1.05 Member Block
Shear
Top Girt A325N 0.5000 1 32 8265 0.004 1.05 Member Bearing
T3 160 Leg A325N 1.0000 6 17859 54517 0.328 1.05 Bolt Tension
Diagonal A325X 0.7500 1 10872 17944 0.606 1.05 Member Block
Shear
Top Girt A325N 0.7500 1 216 18923 0.011 1.05 Gusset Bearing
tnxTower Job Pasco County (VS) (BU 826548) Page26 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria
No. Type Grade Of Load Load Load Ratio
ft in Bolts per Bolt per Bolt Allowable
lb lb
T4 140 Leg A325N 1.5000 4 42670 126472 0.337 1.05 Bolt Tension
Diagonal A325N 0.6250 2 6044 7697 0.785 1.05 Member Block
Shear
Top Girt A325N 0.6250 1 2984 13806 0.216 1.05 Bolt Shear
T5 120 Diagonal A325N 0.6250 2 6208 7697 0.806 1.05 Member Block
Shear
Top Girt A325N 0.6250 1 2283 13806 0.165 1.05 Bolt Shear
T6 113.333 Diagonal A325N 0.6250 2 6378 7697 0.829 1.05 Member Block
Shear
T7 106.667 Leg A325N 1.5000 6 38722 126472 0.306 1.05 Bolt Tension
Diagonal A325X 0.6250 2 6954 15395 0.452 1.05 Member Block
Shear
T8 100 Leg A325N 1.5000 6 47944 126472 0.379 1.05 Bolt Tension
Diagonal A325N 0.7500 2 8366 12506 0.669 1.05 Member Block
Shear
Top Girt A325N 0.7500 1 4288 18923 0.227 1.05 Member Bearing
T9 80 Diagonal A325N 0.6250 2 8065 11623 0.694 1.05 Member Block
Shear
Top Girt A325N 0.6250 1 4333 13050 0.332 1.05 Member Bearing
T10 70 Leg A325N 1.5000 6 57837 126472 0.457 1.05 Bolt Tension
Diagonal A325X 0.6250 2 9170 23245 0.394 1.05 Member Block
Shear
T11 60 Leg A325N 1.5000 6 67626 126472 0.535 1.05 Bolt Tension
Diagonal A325N 0.7500 2 9671 18759 0.516 1.05 Member Block
Shear
Top Girt A325N 0.7500 1 5921 15769 0.375 1.05 Member Bearing
T12 40 Diagonal A325N 0.7500 2 9158 18759 0.488 1.05 Member Block
Shear
Top Girt A325N 0.7500 1 5573 15769 0.353 1.05 Member Bearing
T13 30 Leg A325N 1.5000 6 77161 126472 0.610 1.05 Bolt Tension
Diagonal A325X 0.7500 2 10598 33495 0.316 1.05 Gusset Bearing
T14 20 Diagonal A325N 0.7500 2 10854 18759 0.579 1.05 Member Block
Shear
Top Girt A325N 0.7500 1 5962 15769 0.378 1.05 Member Bearing
Compression Checks
Leg Design Data (Compression)
Section Elevation Size L L KI/r A P �P Ratio
No. P.
ft ft ft in2 lb lb OP.
Tl 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.7040 -14574 53866 0.271
K=1.00
T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.6795 -62598 96872 0.6461
K=1.00
T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.2974 -124606 157400 0.7921
K=1.00
T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8.3993 -194337 330771 0.5881
K=1.00
T5 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.3993 -217173 330771 0.6571
K=1.00
Job Page
U491lt"XT e� Pasco County (VS) (BU 826548) 27 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle
FAX:(919)661-6350 CC1Cf001(
Section Elevation Size L L Kl/r A P OP Ratio
No. P
ft ft ft in' lb lb OP.
T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8.3993 -240315 330771 0.7271
106.667 K=1.00
77 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.3993 -261611 330771 0.791 1
K=1.00
T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.9656 -323189 461312 0.701 1
K=1.00
T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -356560 461312 0.7731
K=1.00
T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -389555 461312 0.8441
K=1.00
Tl 1 60-40 Pipe 12 STD 20.02 10.01 27.4 14.5790 -456498 573746 0.7961
K=1.00
T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.5790 -489570 573746 0.8531
K=1.00
T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.5790 -522243 573746 0.910 1
K=1.00
T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.2423 -588158 756510 0.7771
K=1.00
1 P /op,controls
Diagonal Design Data (Compression)
Section Elevation Size L L KI/r A P OP Ratio
No. P.
ft ft ft in2 lb lb OP.
T1 190-180 Ll 3/4x1 3/4x3/16 9.43 4.41 146.0 0.6211 -3914 8341 0.4691
K=0.95
12 180-160 L2x2x3/16 9.43 4.35 129.6 0.7150 -8329 12176 0.6941
K=0.98
T3 160-140 2L2 1/2x2 1/20/160/8 11.52 5.51 85.0 1.8000 -11795 50089 0.235 1
K=1.00
T4 140-120 L3x3x3/16 12.91 6.00 120.7 1.0900 -12306 21145 0.5821
K=1.00
T5 120-113.333 L3x3x3/16 13.39 6.24 124.4 1.0900 -12645 20094 0.6291
K=0.99
T6 113.333- L3x3x3/16 13.87 6.49 128.1 1.0900 -12617 19000 0.6641
106.667 K=0.98
T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 86.0 2.1797 -14262 58762 0.2431
K=1.00
T8 100-80 L3 1/20 1/2xl/4 17.41 8.18 136.4 1.6900 -16900 26003 0.6501
K=0.96
T9 80-70 L31/201/2xl/4 18.10 8.56 141.4 1.6900 -16375 24191 0.6771
K=0.96
TIO 70-60 2L31/201/2xl/4xl/2 18.80 8.92 98.0 3.3750 -18669 84780 0.2201
K=1.00
T11 60-40 L3 1/20 MOM 20.23 9.51 155.2 2.4800 -19565 29456 0.6641
K=0.93
T12 40-30 L3 1/20 1/20/8 20.96 9.88 160.1 2.4800 -18640 27681 0.6731
K=0.93
T13 30-20 2L31/201/2x3/8xl/2 21.69 10.25 114.6 4.9688 -21674 105031 0.2061
K=1.00
T14 20-0 L4x4x3/8 23.19 11.01 156.3 2.8600 -22039 33503 0.658 1
K=0.93
Job Page
tnxT Tower Pasco County (VS) (BU 826548) 28 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
1 P /oP Controls
Top Girt Design Data (Compression)
Section Elevation Size L L KI/r A P OP Ratio
No. P.
ft ft ft in' lb lb OP
Tl 190-180 L3 1/20 1/2xl/4 8.00 7.55 130.6 1.6900 -1550 28367 0.0551
K=1.00
T4 140-120 L3 1/2x3 MOM 9.67 8.96 156.6 2.4800 -2392 28955 0.083 1
K=1.00
T5 120-113.333 L4x4x3/8 11.33 10.38 158.0 2.8600 -1944 32793 0.0591
K=1.00
T8 100-80 L4x4x3/8 13.00 12.01 182.9 2.8600 -3871 24470 0.1581
K=1.00
T9 80-70 L5x5x5/16 14.67 13.53 163.3 3.0300 -4044 32519 0.1241
K=1.00
Tll 60-40 L5x5x5/16 16.33 15.16 183.0 3.0300 -5520 25883 0.2131
K=1.00
T12 40-30 L5x5x5/16 18.00 16.67 201.2 3.0300 -5199 21422 0.2431
K=1.00
KL/R>200(C)-187
T14 20-0 L5x5x5/16 19.67 18.33 221.3 3.0300 -5476 17704 0.309 1
K=1.00
KL/R>200(C)-208
'P u /OP.controls
Tension Checks
Leg Design Data (Tension)
Section Elevation Size L L KI/r A P OP. Ratio
No. P
ft ft ft in2 lb lb OP.
T1 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.7040 10171 70548 0.1441
T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.6795 52808 110933 0.4761
T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.2974 107154 177914 0.6021
T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8.3993 170681 347729 0.4911
T5 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.3993 191543 347729 0.551 1
T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8.3993 212548 347729 0.6111
106.667
17 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.3993 232334 347729 0.6681
T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.9656 287664 495377 0.5811
T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 317541 495377 0.641 1
T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 347023 495377 0.701.1
Tl 1 60-40 Pipe 12 STD 20.02 10.01 27.4 14.5790 405758 603569 0.6721
T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.5790 434594 603569 0.7201
T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.5790 462969 603569 0.7671
T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.2423 519010 796629 0.6521
Job Page
t- -1 -wet' Pasco County (VS) (BU 826548) 29 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tnlon Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX:(919)661-6350
P /op.controls
Diagonal Design Data Tension
Section Elevation Size L L Kl/r A P op Ratio
No. P
ft ft ft in lb lb Op.
Tl 190-180 Ll3/4x13/4x3/16 9.43 4.41 102.3 0.3779 3900 16440 0.237'
T2 180-160 L2x2x3/16 9.43 4.35 87.9 0.4484 8246 19504 0.4231
T3 160-140 2L2 1/2x2 1/20/160/8 11.52 5.51 87.1 1.1039 10872 48020 0.226 1
T4 140-120 L3x3x3/16 12.91 6.00 79.2 0.7120 12088 30973 0.3901
T5 120-113.333 L3x3x3/16 13.39 6.24 82.3 0.7120 12416 30973 0.401 1
T6 113.333- L3x3x3/16 13.87 6.49 85.4 0.7120 12756 30973 0.412'
106.667
T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 88.6 1.4238 13908 61937 0.225'
T8 100-80 L3 1/2x3 1/2xl/4 17.41 8.18 92.6 1.1034 16732 48000 0.3491
T9 80-70 L31/201/2xl/4 18.10 8.56 96.4 1.1269 16130 49019 0.3291
T10 70-60 2L3 1/20 1/2xl/4x1/2 18.80 8.92 100.2 2.2500 18340 97875 0.187'
Tl1 60-40 L3 1/20 1/20/8 20.23 9.51 109.3 1.6139 19343 70205 0.2761
T12 40-30 L3 1/20 1/20/8 20.96 9.88 113.4 1.6139 18317 70205 0.261 1
T13 30-20 2L3 1/20 1/2x3/8xl/2 21.69 10.25 117.1 3.2344 21195 140695 0.151 1
T14 20-0 L4x4x3/8 23.19 11.01 109.6 1.8989 21709 82602 0.2631
1 P /op,controls
Top Girt Design Data Tension
Section Elevation Size L L. Kl/r A P OP Ratio
No. P
ft ft ft in2 lb lb op�
Tl 190-180 L3 1/20 1/2x1/4 8.00 7.55 85.4 1.1503 1529 50039 0.031 '
T2 180-160 L3 1/2x3 1/2x1/4 8.00 7.55 85.4 1.1503 32 50039 0.001 '
T3 160-140 L3 1/20 MOM 8.00 7.40 86.0 1.6139 216 70205 0.003'
T4 140-120 L3 1/20 1/2x3/8 9.67 8.96 103.2 1.6491 2984 71734 0.0421
T5 120-113.333 L4x4x3/8 11.33 10.38 103.6 1.9341 2283 84132 0.027 1
T8 100-80 L4x4x3/8 13.00 12.01 119.8 1.8989 4288 82602 0.0521
T9 80-70 L5x5x5/16 14.67 13.53 105.2 2.0967 4333 91207 0.0481
T11 60-40 L5x5x5/16 16.33 15.16 118.0 2.0674 5921 89933 0.066'
T12 40-30 L5x5x5/16 18.00 16.67 129.5 2.0674 5573 89933 0.062'
T14 20-0 L5x5x5/16 19.67 18.33 142.2 2.0674 5962 89933 0.0661
P /op,controls
Section Capacity Table
Section Elevation: Component Size Critical P pP.14- % Pass
No. f< Type Element lb 1b Capacity Fail
Tl 190-180 Leg Pipe 2.5 STD 3 -14574 56559 25.8 Pass
T2 180-160 Leg PIPE 3.5 STD 21 -62598 101716 61.5 Pass
T3 160-140 Leg Pipe 5 STD 51 -124606 165270 75.4 Pass
T4 140-120 Leg Pipe 8 STD 75 -194337 347310 56.0 Pass
trd Job Page
xTowe� Pasco County (VS) (BU 826548) 30 of 31
Tower Engineering Project Date
Professionals TEP No. 48167-.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC 27603 Client Designed by
Phone:(919)661-6351 Crown Castle cdcrook
FAX.(919)661-6350
Section Elevation Component Size Critical P OPa11.w % Pass
No. ft Type Element lb lb Capacity Fail
T5 120-113.333 Leg Pipe 8 STD 99 -217173 347310 62.5 Pass
T6 113.333- Leg Pipe 8 STD ill -240315 347310 69.2 Pass
106.667
T7 106.667-100 Leg Pipe 8 STD 120 -261611 347310 75.3 Pass
T8 100-80 Leg Pipe 10 STD(SCH40) 129 -323189 484378 66.7 Pass
T9 80-70 Leg Pipe 10 STD(SCH40) 147 -356560 484378 73.6 Pass
TI O 70-60 Leg Pipe 10 STD(SCH40) 159 -389555 484378 80.4 Pass
Tl 1 60-40 Leg Pipe 12 STD 168 -456498 602433 75.8 Pass
T12 40-30 Leg Pipe 12 STD 186 -489570 602433 81.3 Pass
T13 30-20 Leg Pipe 12 STD 198 -522243 602433 86.7 Pass
T14 20-0 Leg Pipe 12 XH 207 -588158 794335 74.0 Pass
T1 190-180 Diagonal L13/4x13/4x3/16 10 -3914 8758 44.7 Pass
T2 180-160 Diagonal L2x2x3/16 28 -8329 12785 65.1 Pass
71.3(b)
T3 160-140 Diagonal 2L2 1/2x2 1/20/160/8 58 -11795 52593 22.4 Pass
57.7(b)
T4 140-120 Diagonal L3x3x3/16 84 -12306 22202 55.4 Pass
74.8(b)
T5 120-113.333 Diagonal L3x3x3/16 108 -12645 21099 59.9 Pass
76.8(b)
T6 113.333- Diagonal L3x3x3/16 117 -12617 19950 63.2 Pass
106.667 78.9(b)
T7 106.667-100 Diagonal 2L3x3x3/16xl/2 126 -14262 61700 23.1 Pass
43.0(b)
T8 100-80 Diagonal L3 1/20 1/2xl/4 138 -16900 27303 61.9 Pass
63.7(b)
T9 80-70 Diagonal L31/201/2x1/4 156 -16375 25401 64.5 Pass
66.1(b)
TIO 70-60 Diagonal 2L3 1/20 1/2x1/4xl/2 165 -18669 89019 21.0 Pass
37.6(b)
T11 60-40 Diagonal L31/201/ OM 177 -19565 30929 63.3 Pass
T12 40-30 Diagonal L3 1/20 MOM 195 -18640 29065 64.1 Pass
T13 30-20 Diagonal 21,31/201/2x3/8xl/2 204 -21674 110283 19.7 Pass
30.1(b)
T14 20-0 Diagonal L4x4x3/8 216 -22039 35179 62.6 Pass
T1 190-180 Top Girt L3 1/20 1/2xl/4 4 -1550 29785 5.2 Pass
17.6(b)
T2 180-160 Top Girt L3 1/2x3 1/2xl/4 23 32 52541 0.2 Pass
0.4(b)
T3 160-140 Top Girt L3 1/20 1/20/8 53 216 73715 0.3 Pass
1.1(b)
T4 140-120 Top Girt L3 1/20 1/2x3/8 76 -2392 30403 7.9 Pass
20.6(b)
T5 120-113.333 Top Girt L4x4x3/8 100 -1944 34432 5.6 Pass
15.7(b)
T8 100-80 Top Girt L4x4x3/8 130 -3871 25694 15.1 Pass
21.6(b)
T9 80-70 Top Girt L5x5x5/16 148 -4044 34145 11.8 Pass
31.6(b)
Tl 1 60-40 Top Girt L5x5x5/16 169 -5520 27177 20.3 Pass
35.8(b)
T12 40-30 Top Girt L5x5x5/l6 187 -5199 22493 23.1 Pass
33.7(b)
T14 20-0 Top Girt L5x5x5/l6 208 -5476 18589 29.5 Pass
36.0(b)
Summary
Leg(T13) 86.7 Pass
Diagonal 78.9 Pass
(T6)
Top Girt 36.0 Pass
(T14)
tnxTo 9 er Job Page
Pasco County (VS) (BtJ 826548) 31 of 31
Tower Engineering Project Date
Professionals TEP No. 48167.314456 10:28:19 10/21/19
326 Tryon Road
Raleigh,NC27603 Client Designed by
Phone.(919)661-6351 Crown Castle Cderook
FAX.(919)661-6350
Section Elevation Component Size Critical P op n— % Pass
No. .h Type Element lb lb Capacity Fail
Bolt Checks 78.9 Pass
RATING= 86.7 Pass
Program Version 8.0.5.0-11/28/2018 Pile:C:Rlsers/cdcrook/DesktoptTNX Tower Run/48167-Pasco County(VS)/826548_1800309_LC7.eri
October 21,2019
190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548
TEP Project Number 48167.314456, Order 506095, Revision 0 Page 9
APPENDIX B
BASE LEVEL DRAWING
tnxTower Report-version 8.0.5.0
9
(PROPOSED EQUIPMENT CONFIGURATION) (OTHER CONSIDERED EQUIPMENT)
(14) 1-5/8' TO 160 FT LEVEL (3) 1-1/4'TO 148 FT LEVEL
LEG C O00 LEG
• 0
. O
0 (OTHER CONSIDERED EQUIPMENT)
OTHER CONSIDERED EQUIPMENT) t (3) 5/16-TO 171 FT LEVEL
�6) 1-5/8'TO 140 FT LEVEL • (3) 3/8'TO 171 FT LEVEL
(6) 3/4'TO 171 FT LEVEL
(6) 7/B'TO 171 FT LEVEL
• • (12) 1-5/8'TO 171 FT LEVEL
•
•
•
(OTHER CONSIDERED EQUIPMENT)
1) 7/B'TO 190 FT LEVEL
1) 1-1/4-TO 190 FT LEVEL
(6) 1-5/8'TO 190 FT LEVEL •
(6) 2-1/4'TO 190 FT LEVEL
•
LEG B
BUSINESS UNFF:826548 TOWER ID:C-BASELEVEL
October 21,2019
190-ft Self Supporting Tower Structural Analysis Report M BU No 826548
TEP Project Number 48167.314456, Order 506095,Revision 0 Page 10
APPENDIX C
ADDITIONAL CALCULATIONS
tnxTower Report-version 8.0.5.0
AbCk ASCE 7 Hazards Report
AMMICAN SOCIETY OF CA ENGINM
Address: Standard: ASCE/SEI 7-10 Elevation: 91 ft(NAVD 88)
No Address at This Risk Category: II Latitude: 28.248028
Location Soil Class: D-Stiff Soil Longitude: -82.185944
Y
11
O 1
rii-i�,l.,l � ���_ '
• t ,L t ' � • !fit ), ��^. -�N � ., \+�
r%`.�Etk,r F' ChHsna'E' ' '• - .. 3::;{f_ •.
��I�t`y`•d�<��'�`{rc: rye.+ '3. '� i i'.��', F i ':t.,�' - - _ a'' \ ..:-�
�: •`-.%'6"�. •r 't• ':'fir, ..�, - :}.;. tt .a',• - --- --...---- -- --_- ----q,•-- ^` - ' -
.f a+.:-`,` �t•t'. - '1 3-� tr'fia g1, Ef,•i- 'n - - - _ - - -
t/J" !{•� of k0'A var..' '¢ '% 9 furcod' r+r'..c.T.r^_S\ _ ,,`j �i itct
-7-t f,'� �_,'.; m• »g iv °�y" + rY �0.i i ^!.' ,i+AP t?t:k/~ - ' } I•�t _ _
Wind
Results:
Wind Speed: 137 Vmph
10-year MRI 78 Vmph
25-year MRI 93 Vmph
50-year MRI 104 Vmph
100-year MRI 114 Vmph
Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of
March 12, 2014
Date Accessed: Fri Oct 18 2019
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard.Wind speeds,
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability=
0.00143, MRI =700 years).
Site is in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. Glazed openings need not be
protected against wind-borne debris.
Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind
conditions.
https://asce7hazardtool.online/ Page 1 of 3 Fri Oct 18 2019
AM 19M u
Ab!%Lk
AMERICAN SOCIM OF CMl ENGINEERS
Seismic
Site Soil Class: D-Stiff Soil
Results:
Ss 0.068 Sos 0.072
S, 0.034 So, 0.055
Fa 1.6 TL 8
F 2.4 PGA: 0.032
SMs 0.108 PGA M : 0.051
SM, 0.083 FPGA 1.6
Ie 1
Seismic Design Category A
0.11 MCER Response Spectrum 003_ Design Response Spectrum___
FEE"—- ----
0. +10- s 1
/� 0.07.. .... _.. _
0-06
0.07--1..
0.06-
0.0..
0.05—
0.03- o 02
0.02
0.01
0 t 2 3 4 5 6 7 $ 9 0 1 2 3 4 5 6 7 8 9
Sa(9)vs T(s) Sa(9)vs T(s)
Data Accessed: Fri Oct 18 2019
Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating
Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2.
Additional data for site-specific ground motion procedures in accordance with
ASCE/SEI 7-10 Ch. 21 are available from USGS.
httos://asce7hazardtool.onlinel Page 2 of 3 Fri Oct 18 2019
ASCE
AMERICAN SOCIETY OF CML ENGINEERS
Ice
Results:
Ice Thickness: 0.00 in.
Concurrent Temperature: 25 F
Gust Speed: 30 mph
Data Source: Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8
Date Accessed: Fri Oct 18 2019
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of
any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from
reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,
currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation,relationship,or sponsorship of such third-party content by or from ASCE.
ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent
professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors,
employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential
damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by
law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
httos://asce7hazardtool.online/ Page 3 of 3 Fri Oct 18 2019
Project 1 1
BU # 826548
Site Name Pasco County(VS)
Order# 506095 Rev. 0 .
Tower1 1
Tower Tye I . Self-Support
TIA-222 Revj H El Apply TIA-222-H Section 15.5
Applied Loads
Comp. Uplift
Axial (k) 605.27 533.70
Shear(k) 60.31 54.25
Anchor Rod 1 Data
Quantity: 6 -
Diameter in): 2.25
Material Grade: _: A615-75 Fy=75 ksi Fu=100 ksi
Grout Considered: No
lar(in): 2.625
Eta Factor, n 15.:, -
Thread Type: . N-Included
Configuration: Symmetrical
Anchor • 1 1 Results
Axial, Pu_c(kips) 100.88
Shear, Vu (kips) 10.05
Moment, Mu (kip-in) 17.15
Axial Cap., TPn_c (kips) 243.75
Shear Cap., 4)Vn (kips) 73.13
Moment Cap., OMn (kip-in) 94.70
Stress Rating 58.5% Pass
CClplate-version 3.6.0 Analysis Date: 10/21/2019
Drilled Pier Foundation CROWN
BU#.1826548 CASTLE
Site Name:I Pasco County. VS �✓
Order Number:506095 Rev.0
TIA-222 Revison: 'H
TowerType:j Self Su ort-,.
Analysis Results Check Limitation
•.. Soil Lateral Capacity Compression Uplf/t App yT A-222- Section 15.5: • 17
omp. p D w t trom TOC ❑ '-
Moment(kip-ft)I Soil Safety Factor 17.56 19.52
Axial Force(kips)1. 605.2671 533.699 Max Moment(kip-ft) 843.86 759.12
Shear Force(kips)l 60.3051 54.249 Rating" 7.2% 6.5%
Soil Vertical Capacity Compression p!ft
Material Pr erties
Skin Friction(kips) 784.61 566.19
Concrete Strength,'c •, 4 ksi End Bearing(kips) 406.73
Rebar Strength,Fy: 60 ks .-Weight of Concrete(kips) 216.30 162.22
Total Capacity(kips) 1191.34 728.42
DesignPier Axial(kips) 821.57 533.70
Depth 42 ft Rating" 65.7% 69.8% - - - - - -- -
Ext.Above Grade 0.5 ft Reinforced Concrete Capacity Compression p ilt
Pier Section 1 Critical Depth(ft from TOC 21.40 19.06
From 0.5'above grade to42'belowgrade Critical Moment(kip-ft) 842.67 751.89
Pier Diameter, 6 ft Critical Moment Capacity 4497.82 2785.44
Rebar Quantity 26 Rating' 17T 25.711.
Rebar Size 9
Clear Cover to Ties 3 in Soil Interaction Rating' 69.8%
Tie Size 4 Structural Foundation Rating" 25.71l.
'Rating per TIA-222-H Section 15.5
Soil
Profile
Groundwater De th n/a ft I #of La ers 5
Calculated Calculated Ultimate Skin Ult.Gross
Angle of; Ultimate Skin
Top Bottom '.Thickness Y:on Yaonncee Cohesion, Ultimate Skin Ultimate'Skin'. Friction Comp Bearing SPT Blow ;
Layer ,Friction Friction Uplift, Soil Type
(ft) (ft) '• (ft) (pcf) - (pcf) (ksf) FrictiorrComp FrictiorrUplift Override Capacity Count'
(degrees) . Override(ksf) ,
.'(ksf) (ksf) (ksf). � (ksf) '
1 0 3 3 110 150 0 0.000 0.000 0.00 .. 0,00 Cohesionless
2 3 : 12 9 110 150 30 '0.000 0:000 _ - 0,50 0.35 Cohesionless
31 121, 301 18 - -1151 1501
'25• 0.000 0.000 1;50 1.05 Cohesionless
4 30 40 10 . 100 150 0.5 10 0.689 0.689 2.00 1.50 Silt
5 40 '421 21 ',.1001 1501 0.5 _-10 '03451 0.745• Z001 1.50 - ; 19181 1 Silt
Version 2.1.1