HomeMy WebLinkAbout11-11989 CITY OF ZEPHYRHILLS .
5335-8th Street '
(si3)�so-oo20 11989
ELECTRICAL PERMIT
Permit Number: 11989 Address: 38122 HENRY DR
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: ELECTRICAL MISC Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Contractor: ATLANTIC TOWER SERVICES IN Book: Page:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0080-OOA00-0070
Improv. Cost: 30,000.00
Date Issued: 6/14/2011 Name: T-MOBILE
Total Fees: 277.50 Address: 38122 HENRY DR
Amount Paid: 277.50 ZEPHYRHILLS, FL. 33542
Date Paid: 6/14/2011 Phone: (813)458-8136
Work Desc: COLLOCATION OF ANTENNA & EQUIPMENT FOR PHONE TOWER
ELECTRICAL FEE 277.50
ROUGH ELECTRIC
CONSTRUCTION POLE �'
F NA METER � � / ..
.� �� � � � � .�
7 ��
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are
necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction
c) repairs or corrections not made when inspection called d) work not ready for inspection when called e) permit not posted
on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further pe�mits will be issued to the person owning same.
"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 and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
/
TOR PERMIT OFFI
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
RECEIVED 06/14/2011 06:44 40742E9635 ATS, INC.
Fruro 06/14/2011 06 22 #392 P 001/001
nSON SUB PB 4 PG 109 POR TR A DESC AS COM NE COR OF S 1/2 OF SW IIIIIIIIIIIfIIiIIIIIIIIiIIIIIIIIIIIIIIIiIIIIIIIIIIIIiIIIiiII
1/4 TH S88DG 50MIN 15"W 1796.6 FT TH S 19 10 FT FOR POB AKA S R/W LN
HENRY DR TH CONT S 200 FT TH S88DG 50 MIN 15"W 200 FT TH N 200 FT 2011091404
TO S R/W HENRY DR TH N88DG 50MIN 15"E ALG R/W TO POB OR 706 PG
559 & OR 806 PG 104 Rcpt:1372832 Ree: 10.00
DS: 0.00 IT: 0.00
06/14/11 R. Cervantes, Dpty Clerk
NOTICEOFCOMMEIVCEMENT pqULp S 0 'NEIL,Ph D PqSCO CLERK & COMPTROLLER
06/14/11 11:37am 1 of 1
P��cxo. OR BK ��� 1 P � 1���
ProperryIdentificationNo�u�^'L �"����� .-'�"'1�
i
THE i7NUERSIGNED hereby give infarros you thet the improvement will be mede to certain roal ptnperty, and 'm accordence with
Section 713.13 of the Florida Stabrtes, the following information is provided in this NOTICE OF COMMENCEMENT,
l.Dcscription ofproperty (!eg � des l t1on1 �,��l,G +'�bpy Q,
a, sa�et aaare�s: `S�t�� . rm `��. V: ,v — 'r. � :�tr�'
2.Oeneral d crlptioi of impr ' ""�"''"`'° '('�' • a�' j il
��� �.^r �e r�' o(\lrmt �,C�'l I� � E`---�'� e1 ����.—
3 Owner Informahon `-
a) Name and address: �' �c» c �i � �7P �` � �� '�li ,._._QL�-1_.1:�'x. ��l J ���
b) Name and ad�hess of fee simple trtieholder (if other tban owner)
c)lnurest in property
� 4.ContracWr Information '-' e � r - , �" ` � �
a) Name and address: � r ` ,%� T
b) Telephone No. I Fex No. (Opt) — t
S.Surety Iaformation
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No. (Opt.)
6.Lender
a) Name and address:
Phone No.
7 Identity of peraon within the State of Florida desig�ated by owner upon whom notices or otber documenta mey be served:
a} Name and address:
b) Telephone No.: Fax No. (Opt.)
8.In addition to himself, owner des�gnates the following persan to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes:
a) Neme and eddress;
b) Telephone No.: � Fax No. (Opt)
9.Expiration dau of Notice of Commencement (the expiration date is ooe year from the date of recording unless a diffei�wt data is
specified):
VVARNING TO O WNI;R: ANY PAYMENTS MADE HY Z'HE OWNER AFTER'THE EXPIRATIpN OF TIiE NOTTCE OF
COMMENCEMENT ARE CONSIDERED Il1�lPROPER PAYMENT'S [7NDgg CgppTER 713, PART I, SECTTON 713.13,
F��ID'� STA.TIITES� AND CAN RESULT IN YOiJR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUS'!' BE RECORDED AND ppSTED ON THE JOB SIT6 BEFORE THE FIRST
INSPECTION. IF' YOU INTEND TO OBTAIN P7N,lNCIlHG, CONSULT YOUR LENDER OR AN ATTORaVEX BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
SfATE OA FLORIpp .
COUNTY OF PASCO
Sigiahue of Ownu or pwnx' OfficadpirectodPa�v/Mmeger
'�2.nv�.v � �.c/
��N.� �
The forogoing instrumem was acimowledged before me this' day of V(/!'�� 20�I , by � r�� (/V� (J G�
���,i-J'f�l!/ ri��a�j�.. �,� (iyp� ofauthoriry, e.g. officer, trustee, attorney
in Fact) for (name of pacty on behalf of who ent was azecuted).
Personally I{no OR Produced Identification _ Notary Signatiue
Type of Identification Produced Nazne (print) G T� p'y �r� �!f ��_�_—
Verification pursuant to Section 92.525, Florida Statutes. Under penalries of perjury, I declare that I have read the foregoing and that
the facts stated in it aze hve to the best of my lmowledge and belief.
F Signetiue o Natucd caon Signing Above
�nr `�—�
� �' CRAI(?i(3FIEE'N
+= MY COMMISSION 0 dD 9847'33
�.�Rf�tk�` �XPfRES: Mey 11 2014
, '� B 7hN Notary Pubdc Und�rs
`�` ' ..
� �f- .
8TA1'� OF FLORIDA, Cf�lliVTY OF �PASCO .r �
TNIS IS TO CERTIFY THAX:7H.E FOREGbiNG iS A�,� ., �
TRUE AND CORRECT CO�:Y OF THE DpCUAA�iVT -,-;
ON FILE OR OF PUBLIC R�CORD IN Ti�IS OFFICE ��_
WITNES�VIY HAND AND FICIAL SEAL THI,S �'
y=� DAY OF 2 i�l/ • - �
PAULA 'NEIL, CLE &' C;QItIIPTROLLER �
.�
BY � f • DEPUTY �LERK
--�'•( r l�'"� ! _ �� ,
e�a-�saoo2o � City of Zephyfiilis Permit Application Fax-813-784002'1
BuM1mg Department �O �'- �� a _ � � �
..J
D�le Recefved Plane Contsct tor P�rmittlnq L
T T"T 1 1 1 1 1 7 � TT7
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OwnePaName OwnerPtwneNumbst .�_� �- 3`l' �t�1C�l
: � � r�-' l
Ownsr's Addreu '--' �' � L� � �t'.. � � � � '� �. c L J c _ +ti` �Ownar Phone NunWer
Fee Simpie Titlehoidar Name �— � Ownet Phone Number �_—�
Fae Slmpte TittenoM�r Address
JOB ADORESS '� � � t Z (._ � 1 � . _ 1-Y � - - Y � f 1 ��5 '\ �-- �%`�` } LOT / �
sueoivisioN PARCEL IDi 2� Lt�-�2 l-L���,C -:��.°- �,,_: -�_S ,-} G
�osr��� Rnor �one�rr r�uc �anc�
WORK PROPOSED e NEW CONS"fR 8 ADD/ALT Q SIGN Q � DEMOLISH
INSTAIL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION � BIOCK � FRAME O STEEI �
DESCRIPTION Of WORK � <i ' G.t t--�CCC_.n C,> * ;_,.�� ,�� f,� j ,;� � _ ' �� -,�� �
BUILDINO SIZE � SQ fOOTAGE � HEIONT �
�BUILDING '' � VALUATtON OF TOTAL CONSTRUCTION`'i �, ���-�- ��
�
�ELECTRICAL �� AMP SERVICE Q PROGRESS ENERGY O W R E C
QPLUMBWG $ � � � � �� ^
�
QMECNANICAL E VALUATION OF MECHANICAI. INSTALLATION
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHE J FLOOR ElEVA710NS FLOOD ZONE AREA QYES NO
BUIIDER �OMPANV r � ��s(` \ :f��
SI6NATURE REGR7ERED Y! N FE CURREN Y I N
Address � \ U Laenu !f ��
ELECTRICIAN � � COMPANY r
SIGNATURE REGISTERED Y 1 N fEE CURREN Y! N
��� L�cen6e ff � _�
PLUMBER I � COMPANY � �
SIONATURE REGISTERED Y/ N FEE CURNEN Y/ N
Addres� L�cen6e tk
MECHANICAL � COMPANY
SIGNATURE REGISTERED Y I N FEE WRREN Y/ N
'��� L�cense N � �
OTMER � COMPANY �—_ —�
SIGNATURE REGISTEREO Y/ N FEE GURREN Y! N
Addreas License ft
IIIIIIIIIIIII IIIIIIIIIIIIIIIIIilllllllllllllllllliltliillllilllllll
RESIDENTIAL Attach (2) Pla PWns, �2) sels of Bwldmp Plaris, ( t) set of Energy Forms, R-O-W Pertnrt tor new caretruction.
M�nxnum ten (10) wwkmg daya atter eubmrttal date Requred onsrte, Caistruction Pians, Stormwater Plans wf Sdt Fence �nstatled,
Sankary FaalAees 8 4 dumpster, Srte Work Permit for aubtlrv�aqnellarge prp�ects
COMMERCIAI. Ahach (3� oomplete seta of Bu�dinp Plans plus a Lde Safety Page, (1) set oi Energy Fams R•O-W Permrt fw new constructron
Mmunum ten (10) workxg days after eubmRtal tlate Reqwred onsne, Caishudion Plans Stormwater Plans w! Sttt Fence installed
Sanitary FaaFtros 8 1 dumpeter Sde Work Permrt for afl new projecty AB commeraai requirements must meet compl�ance
SION PERMIT Attach (2) sets oi Enpuiee�ed Plans
""PROPERTY SURYfV reqixred fo� atl NEW construdion
Dlrscfbn�:
F�II out appication completely
Qwner 8 Corrtradw sign back of app�cation, no[ar¢ed
M over f2500, a Notice d Comnwncemsnt fs rpWrod. (AIC upgndes ovx f7500)
" O�gent (iort�e contractorl or Power ot Attorney (for the w�ner) �+ould be someone wRh notar¢ed letter irom owner auttqr¢ing same
OVER THE COUNTER PERMITTING (Front of Appl�cation On1y)
Reroofs R shingles Sewers Serv�ce Upgrades A/C Fences (PIWSurveylFootage)
Driveway�Not over Counter �t on public roadways needs ROW
NOTICE OF DEED RESTRICTIONS. The undersigned uriderstands that this permit may be sub�ect to "deed' restridions'
wh�ch may be more restrictive than County reguletions. The undersigned assumes respons�bility for compliance with any
appiicable deed restnctions
UNIICEN3ED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the owner has hired a contractor or
contractors to undertake work, they may be required to be I�cen68d in aocordanCe with state and loCal regula0ons. If the
contractor is not licensed as required by law, both ihe owner and contractw may be ated for a misdemeanor violation
un0er state law If the ownar or intended corrtractor are uncertain as to what lioensing requiremeMs may apply for the
intended work, they are advised to c�ntact the Pasco Cauity Building Inspaction Division--Licensing Section at 727-847-
8009 Furthertnore, if the owner has hired a contraGor or corttractors, he is advised to have the contractor(s) sign
portions ot 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 properly licensed and is not entiUed to pertnitting Qrivileges in Pasco
County
TRANSPORTATION IMPACTNTIUTIES IMPACT AND RESOURCE RECOVERY FEES: T�e undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construdion of new buildings, change oi
use in existing buildings, or expans�on o# existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersi�ed 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 Resouroe Recovery Fees must be paid prior to
receiving a"certificate of occupancy' or final povver release. tf the project does not invdve a certificate of oa:upancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact
fees are due, they must be paid pnor to pennit issuanoe in aocordanoe with applir.aWe Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chaptsr 71 S, Fbrlda Ststub�s, aa amandsd): If valuation of work is E2,500 00 or more, i
certify that I, the applicant, have been provided wifh a cnpy of the "Florida Constn�cdon Lien Law--Homeowner's
Protection C,uide" prepared by tl�e Florida Department of Agriculture and Consumer Af►airs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described doaxnent and promise in good faith to
deliver it to the "owner pnor to commencement.
CONTRACTOR'S/OVYNER'S AFFtDAV1T I certity that all the irrformation in this application is accurate and that all work
will be done in compliance anth all applicable laws regufating consUvcfion, zoning and la� development. Application is
hereby made to obtain a permit to do work and instalfa6on as fndicated 1 certHy that no work or installation has
commenced prior to issuance of a permit and that aN woAc will be perfortned to meet standerds of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdidion. I also
certfy that I understand that the regulationa ot other govemment agencies may appty to !he intended woric, and that it is
my responsitritity to identify what actions 1 muat take to be in compliance. Such agencies indude but are not limited to:
- DepaRment of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sens�tive
Lends, WateNWastewater Treatrnent.
- Southwest Florida Water Management Districc:t-Wells, Cypress Bayheads, WeUand Areas, Altering
Wateroourses.
- Army Corps of En�neers-Seawaus, Dodcs, Navigable Waterways
- Department of Health & Rehabilitative ServioeslEnvironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protedion Agency-Asbestos abatement
- Federal Aviation Auihority-Runways.
I understand that the fotlowing restrictions apply to the use oi fill.
- Use oP fi�l is not allowed in Flood Zone "V" unless expressly permittetl.
- If the filI meterial is to be used in Flood Zone 'A°, it is understood that a drainage plan addressing a
"ca�npenseting volume' will be submitted at time of permitting which is prepared by a profess�onal erigmeer
licensed by the State of Florida.
- If the fill matenal is to be used in Flood Zone °A" in connection with a permitted building using stem wall
consWC4on, I oertiry that fill will be used only to fill the arrea within the stem well
- If fill meterial is to be used in any erea, I ceitify that use of � fiN wiA not adversely affect adjacent
propeAies. If use M fill is lound to adversely afFect adjacent properties, the owner may be ated for violating
the conditions of the bu'rlding permit issued under the attached pertrrit application, for lots less than one (1�
acxe which are elevated by fill, an engineered c�nage plan is required.
If t am the A(3ENT FOR THE OWNER, 1 promise in good faifh to iMortn the owner o( U►e permitting conditions set forth in
this aPfidavit pnor to commenang construcxion. I understand that a separate pertnit may be required tor eleotrical work,
plumbing, signs, we11s, pools, ai� aonditbninq, gas, or ather inst�lations not specificaNyr induded in the application. A
permit issued shall be oonstrued to be a license to proceed wffh tlie work and not as authority to violate, ca�oel, alter, or
set aside any provisions of tlie tedmical codes, nor shall issuance of a permit prevent fhe Building Offiaal firom thereafter
requiring a correction M errors in plans, construction or videtions of any codes. E�ery pertnit issued shall become invalid
unless the work authorized by such pertnit is commenced within six months of pertnit iswance, or if work authorized by
the permit is suspended or abandoned tor a period of six (6) monihs after the Gme tl�e worlc is commenced. An extension
may be requested, in vwiting, from ths Building Official for a period not to exceed ninety (90) days and will dem�strate
justifiable cause for the extens�on. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYINd TVNCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT 03)
�� �"
OWNER OR A6E CONTRACTOFt ���'
a sw+om to (or aTfir before me this SubeaiDed and aKVm to (or � rrneti) petore me this —�
by
are petsonall kno to me or hadhave produeetl Wh r Nv m h�,e p���
as den6ficaLOn ya�� 1 'vy/„' ; �fication
�..T �' �� � vi-Y/`�
Notary PuUic _Notary Pubhc
an N _ o
Na of� type ,���� ta d Name oT Nda ty , prrnea « stampeo AILLANCOURT
o�ry P�a� sate a Fiorw, NOTARY PUBLIC
. . Kendra A wlson STATE OF FLORIDA
''� # My Commission EE075722 , Comm# EE009677
Mv�� €X�s0�l2Q12a15
Expires 7/18/2014
Pasco County Parcel: 02-26-21-0080-OOA00-0070 001 Page 1 of 1
Data Current as Of: Weekly Archive - Saturday, May 28, 2011
Parcel ID 02-26-21-0080-OOA00-0070 (Card: 001 of 001)
�— Classification 82 - Forests, Parks, etc.
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 $2,521
38122 HENRY DR
ZEPHYRHILLS FL 33542 Market Value �26,357
L@Qdl D@SCI'IDtIOn (First 4 Lines) Assessed (Non-School Amendment 1) $26,357
See Plat for this Subdivision �" Taxable Value $3,216
TYSON SUB PB 4 PG 109 POR
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
Land Detail (Card: 001 of 001)
Line Use Description Zoning Units Type Price Condition Value
�1 0100 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 0100 SFR OOR4 0.42 AC $30,020.00 0.70 $8,826
Additional Land Information
Acres 0.92 Tax Area 30ZH FEMA Code � Residential Code 1ZHN.S2
Building Information (Card: 001 of 001)
Unimproved Parcel 00 - Unimproved
Extra Features (Card: 001 of 001)
Line Description Year Units Value
1 CLFENCE � 1975 � 6,368 $2,245
2 � PUMPHSE 1975 240 $276
Sales History
Previous Owner N/A
Year Month Book/Page Type Amount
1975 —� 08 0806/0104 �— $0
http://appraiser.pascogov.com/search/parcel.aspx?sec=02&twn=26&rng=21 &sbb=0080&bl... 6/3/2011
N/SP�onsu/tants, /nc,
Surveyors & Mappers
i9oo6 ist Street SW
Lutz, FL 33548
Phone: (8i3) 9
F.A.A. lA LETTER
Date: May 3, 2011
For: METRO PCS
Re: T-MOBILE A2G0082A
Site: TAM 681B
Address: 38122 Henry Drive
Zephyrhills, FL 33540
Pasco County, Florida
I certify that the Latitude 28°14'S2.75" N and the Longitude of 082°11'09.49" W of the above
referenced site is accurate to within � 15.0 feet horizontally and that the site elevation of 91.0'
(NAVD 88) is accurate to within � 3.0 feet vertically.
The Latitude and Longitude as identified hereon are referenced to the North American Datum of
1983/07 (NAD 83/07) and are expressed as degrees, minutes and seconds. The elevation shown
hereon in feet is referenced to the North American Vertical Datum of 1988 (NAVD 88).
Note:
Existing Self-Support Tower:
— Top of Self-Support Tower Elevation = 282.0' (NAVD 88)
— Top of Self-Support Tower Height = 191.0' (Above Ground Level)
Existing Highest Accessory Item:
— Top of Lighming Rod Elevation = 292.5' (NAVD 88)
— Top of Lightning Rod Height = 201.5' (Above Ground Level)
,
Y V�
William S. Payne
Professional Surveyor and Mapper No. 5685
WSP Consultants, Inc. — LB No. 7188
State of Florida
SEAL
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
/,. � �
Contractar/Homeowner: ��/�- � C� `�� i� �5��
Date Received: _�Q �-3'l �
Site: ��l Z Z F� h�' ��!/�
Permit Type: �,k'r .�'1`
Approved w/no comments:l� Approved w/the below comments: ❑ Denied w/the below comments: ❑
�
This comm nt sheet shall be kept with the permit andlor plans.
lr� ��(
Kalv' ' Swit — Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Client#: 1408579 131 ATLANTOW
ACORD CERTIFICATE OF LIABILITY INSIJRANCE °6;02�20„�'
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
BB&T - J. Rolfe Davis NAME:
ac e:e : 407 691-9600 a �, N , : 888-635-4183
PO Box 4927 _ �
Orlando, FL 32802-4927 ADDRESS:
407 691-9600 CUSTOMER ID #:
INSURER(S) AFFORDING COVERAGE NAIC #
INSURED INSURERA Colony Insurance Company 39993
Atlantic Tower Services Inc dba ATS INSURER B ��S Surplus Insurance Company 26620
1019 28th Street INSURER C �nsurance Company of the State 19429
Orlando, FL 32805 _
INSURERD Wausau Underwriters Insurance C 26042
INSURER E
INSURER F .
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED {JAMED ABOVE FOR THE POLICY PERIOD
INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFiCATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
TR TYPE OF INSURANCE � POLICY NUMBER MM/DD� MMIDD E � LIMITS
A GENERALLIABILITY AR4360149 12/14/2010 12N4/2011 EACHOCCURRENCE $�,QQQ,QQ�
X COMMERCIAL GENERAL LIABILITY PREMISES� a occurrence $SO,OOO
CLAIMS-MADE a OCCUR MED EXP (Any one person) $Excluded
X BIlPDDed:S PERSONAL&ADVINJURY $'I�OOO�OOO
GENERAL AGGREGATE $Z�OOO�OOO
GEN'L AGGREGATE LIMIT APPL�ES PER: PRODUCTS - COMP/OP AGG $Z�OOO�OOO
POLICY PRO-
LOC $
p AUTOMOBILE LIABILITY ASJZ91455132010 8/23/2010 08/23/2011 COMBINED SINGLE LIMIT
X ANY AUTO (Ea accident) $� 000 000
ALL OWNED AUTOS
BODILY INJURY (Per person) $
SCHEDULED AUTOS
BODIIY INJURY (Per accident) $
PROPERTY DAMAGE $
X HIRED AUTOS (Per accident)
_ X NON-OWNED AUTOS $
_— $ —
B UMBRELLA LIAB X OCCUR EAU756669012 12/14/2010 12/14/2011 EACH OCCURRENCE $s QQQ QQ�
EXCESS LIAB _ CLAIMS=MADE AGGREGATE $s�OOO�O
DEDUCTIBLE " - -
$
RETENTION —�--- ---- — ---
C WORKERS (:OMPENSATION 6986265� WC STATU- OTH- $
AND EMPLOYERS' LIABIIITY Y � N 2N 9/2011 02/19/201 X
OFFICER/IV E ER EXCLUDED? ECUTIVE� N/A E.L. EACH ACCIDENT $� �OOO�OOO
(Mandatory in NH) ---
If yes, describe under E.L. DISEASE - EA EMPLOYEE $�,�0�,���
DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $'I �OOO,OOO
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attaeh ACORD 107, Additional Remarks Schedule, if more spaee is required)
CERTIFICATE HOLDER CANCELLATION
City of Zephyrhills SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
5335 8th Street
Zephyrhills, FL 33542 AUTHORIZED REPRESENTATIVE
Il�6 1/: I7PA�ra.t.��
0 1 988-20 09 ACORD CORPORATION. All rights reserved.
ACORD 25 (2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD
#5692�J020/M6849769 EMTU
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`"' � , .,`� ° ` PiNELLAS COUNTY CONSTRUCTION
� s�,', !�";`,�.„.��_�� �`d� ��� �'�' ��+��`����, LlCENSINGBOARD
`.°����. ����� ���`+���.��� �t���
�, THTS CERTIFTES THAT Darin Keith Ca uington
llBA Keith Co Enterpriscs, Inc
�" '�...���������`C:1�� �����3.����R
}��"'� �,� } (� � �„��, (� �� � � S'I'A1'E CEKT # I-EC13002231
� !-iAS FILED HISiHEK LICEIVSE AND PROOF OF RFt1[!IE<;
LIABILTTY AND WORKf;RS' COMPENSA'TIQN
II`1SURANCE WITH THiS B(?ARD.
T- EC13402231 jN GOOD STAt1DI,'VG UNTCL September 30, 201;
DA't'E OF ISSUANCE 06/1fl/2t�:
Coairington, Darin Keith * Please cut out license along lines
2032 Anne Circle
Sna�th Dccytona, FL 32119
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C�TY OF SOUTH DAYTONA su�����
L(JCAL BUSINESS TAX RECEIPT �ocA� aus�i�
TAX RECEIPT ORDI��,-�
VALID PER(C3D: 101Q1/20�0-OS/30/20�1
RECEIPT N� )MBER
�SS CLASSIFiCA710N
- "RACTING SERVICES
32
,� � RICAL CONTRACTOR
-�'-��3 HOME OCCUPATION AMOUNT DUE: IF PAID BY:
";� t3NLY ON SITE
- - � L[CENSE #ER0014894 105.00 SEPT. 3Q
115.50 10/31/2010
-;�,,�,� 120.75 11 /30/2010
126.�Q 12/311201 ! l
� �NN CIRCLE 131.25 01/31/201 i
ESSUED TQ
KE{TH-CO ENTERPR(SES fNC ��'� _ �'
^ N RATt_: -
COURINGTON, DARIN KEITH
�EIT( !-CO ENTERPRISES ING
2032 �NN CIRCLE ��� � � ��,��
SC?U�; �-i DAYTONA, FL 32119 � R��
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POST IN C4 SPICUDUS �LAG� %�'i'��DS`�(NES� L?.��A"f'IC)N�� - " �" �-��--
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P. 800-797-3692 � F. 800-797-3708 � 1019 28th Street .(Jrlando, FL 32805 �
www.accessats.com
LETTER OF AUTHORIZATION
Date:
I Keith Courington , Hereby name and appoint, James Jackson , to be my lawful attorney in fact to act
for me and complete and sign all legal documents, applications, and other paperwork, requiring my
signature, pertaining to registration of my license, company, or the acquiring, purchase or
implementation of any permits at the following City /County/Municipality.
State of Florida: County/City/Town o£ Zephyrhills
And, for the Named Project: TAM681B
Address: 381 2 Henry Drive, Z phyrhills FL 33540
f,
u. �-lZ,�
Sig e
State o£ Florida
County of: Pasco
Keith �ourington, who is personally o me, ackno dged the foregoing instrument this day of
June ?., 2011.
i
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Notary Public:
My Cc�mmis �ion: �
Expir�s: �� l �� Z o i y
"� ✓ I� iVEI�FtA �/AILI-lllb��J�`1
! f�+1C�'i'ARY PUBUC
o STATE OF FLORIDA
� Comm# EE009677
Expires 7/18/2014
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.�F ATWATER STATE UF FLfJRI#�A
ct� �n+�uc�u. o�x�a t3��1Rt'I�IT t� fiNAt+�3AL .�t1tt�ES
�YfS�C�#1 CII� Y1AC�tiC�S' �tIMA��6�A7'It�#V
�� CFf371FICATE OF �'�lil TQ � t�X�T F!�'�i1 fl.Q(�A WOl�K�' �A7'IaN UtW *�
COAiSTRtICTIQN tl�IDl�'RY EXEIirlPTtt�i
This cestities th�# the it�riduat listett delomr i�ss elec�# ta de eYe�! fram Fiorids Wcxk�a' Conipensatic�n )aw.
EfFECTtVE QATE: lY3t,uli'�'it EXPIRATItJN t3ATE: �31�31�t143
P�'tSf)N: {A�t1�iil�IGTCIt+t CI1Rtw K
�li�k �76827
B1.iSlt'�SS NA� /�D AkQC��S:
KEITH Cp �RIg�; INC
20.42 A�M� CIRG.E
5tk7T1i DA�'f;'1NA FL 32 9! 8
SCDPES f� �Slt+1E5S t�t TRuRE)E:
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sco¢t N Yba NtlsilNtt 9r trade Ft�ti w Mr r�Mits N�iratia�r io ►e srswpt. P�t i� ENpt�u �i6.@S{153, F.S., iietiCes �E aNp3MC t0 bt ek#�t W teitNklArz �
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PLE14S� CU7 OUT THE CARD �LLQW AND RBTAI# �CR �UTURE REpEREpCE
STATE t� FLCiR�R
Cf W�MHi01�L � (�'�'�'�
{AMSTIitlC'f; �� � Pursvrrt m C�epttr 44il.tl5{ti}, f.S, an aff�es of a corpor+�ion who
CQ�TNqCA7'�OF!!�?�OMTOaE�'l71kM11FLORlDJt elsets ax� troan tAis c�ap� by iNiny a certitis� af etet�
W�' CXiM1P�r►TM�tI lAM1► � wwder �tia sescion may rwi ratarrsr 6antfits +x cwnpensstia� ea� tfiis
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Bti5N�SS N,4M� ,it�D A�£SS: E Pwswn� � Ch�p�r t4Afl5ii3). F.S.. Notias of etectian ta 6e exerr�et •
�rrs, ca crrs€nqctsEt �c aM aertificates af e{et�dnn ta � ex 's
za97 aew� cs�s.e � f, � e+npt shsft be �}ect to revxati�
sa3sH samrroern, �� 32319 snY t�E after the fitiC+y► of t� Aptit4 a iAa ia3ufnta of �
teetif+cata. the parsart �rnad on flsa e�ica � CarYiticsoe na tonger ma+ets
the ra��a a# 3Ais seCtisn f�r isau�tnct mf a reriiffcaie. The
5COPE �F SL15NytESS OR T#tAD€: �t ahail rovtyice a car�ifiuRe � aay taat fu taiiwa of ttie
�arson nemstl � t!►a eertiticate ta meet �u ree�►irenronts of this
1• Rc5�E6"7iAE GON19kkCTO1R 2 ECELTR1CAl CpfTRAC�TWM SEC�iWt
II#!�S€itN�S? {ESpi d13- i&�8
L."1.i7" �E
'' ��Y b�om poftio�s on the jt�r. kee�p upRer PoMion for �r� rar�or+�s.
D}NC-Z52 CERTI�lCA"fE QF EIECTi�f TO 9E EXEI�tPi REVlSEp Di-}7
�
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P. 800-797-3692 � F. 800-797-3708 � 1019 Z8th Street . Orlando, FL 32805 �
www.accessats.com
LETTER OF AUTHORIZATION
Date: ' �
I Benjamin Ekey , Hereby name and app 'int, James Jackson , to be m� lawful attorney in fact to act
for me and complete and sign all legal �cuments, applications, and o�ier paperwork, requiring my
signature, pertaining to registration of license, company, or the�quiring, purchase or
implementation of any permits at the fol wing City /County/ icipality.
��..
State of Florida: County/City/Town o£ Zeph rhills�
And, far the Named Project: TAM681B
AddrPSS: 38122 Henry Drive, Zephyrhills FL 33540
'gnature
State of: Florida
County of: Pasco
Benjamin Ekey, who is personally known tO me, acknowledged the fore ' instrument this day of
June '? 2011. � � �
Notary Public:
My Commis ion•
Expir�s: `�] � c� I 2s� l�� _
��
l
?���NETRA VAILLANCOURT
NOTARY PUBLIC
a STATE OF FLORIDA
Comm# EE009677
� Expires 7I18/2014
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m
Date� April 21, 2011
Peggy Anderson Tower Engineering Professionals
T-Mobile Towers 3703 Junction Blvd
12920 SE 38th Street Raleigh, NC 27603
Bellevue, WA 98006 (919) 661-6351
Office: (425) 383-3537 aruckerC�teparoup.net
Subject: Structural Analysis Report – Revision 1
Carrier Designation: Metro PCS Co-Location
Site Number: Unknown
Site Name: TAM681 B
T-Mobile Designation: Site Number: A2G0082A
Site Name: Pasco County (VS)
Engineering Firm Designation: TEP Project Number: 110908
Site Data: 38122 Henry Dr., Zephyrhills, Pasco County, FL 33540
Latitude N 28 ° 14' S2.9'; Longitude W 82 ° 11' 9.4"
190 Foot – Self-Supporting Tower
Dear Ms Anderson,
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 structural acceptability of the structure stress level Based on our
analysis we have determined the stress level for the structure and foundation, under the following load case, to
be:
LC1: Existing + Proposed + Future Equipment Sufficient Capacity
Note See Table 1 for the existing, proposed, and future loading.
Structure Controlling Component
Ca aclt
84.5% Legs (120 - 140
The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for
Antenna Supporting Structures and Antennas – Addendum 2 and the 2007 Florida Building Code (with 2009
Supplement).
All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances
listed in Table 1 for the determined available structural capacity to be effective
We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional
services to you and T-Mobile Towers. If you have any questions or need further assistance on thi or any other
projects please give us a call \\\ „� � ��,////
Resp ctfull s bmitted by: \`\ ��� 0 �' �����//
� Q' �
= = N o r . 7 809 =: yt _
drewT dane, P.E. � �'�/ / 1 2r�Zv1) -
RevlslOn — � = STATE flF ` � -
# Date Issued Descrlptlon � 0= : ��\
0 March 8, 2011 Original structural analysis report �/ ��QRID�';.�''' �� ���
1 April 21, 2011 Revised structural analysis to include proposed ��/�s 1.p • � a � ��\
Metro PCS loadin ���lll I I I1����
RISA Tower Report - version 5.4.2.0
April2l, 2011
190 Ft Self-Supporting Tower Structural Analysis A2G0082A Pasco County (VSJ
Project Number 110908, Revision 1 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2) ANALYSIS CRITERIA
Table 1- Existing/Future/Proposed Antenna and Cable Information
Table 2- Design Antenna and Cable Information
3) ANALYSIS PROCEDURE
Table 3 - Documents Provided
3.1) Analysis Method
3.2) Assumptions
4) ANALYSIS RESULTS
Table 4- Component Stresses vs. Capacity
Table 5- Component Stresses vs. Capacity— Foundation
Table 6- Dish Twist/Sway Results for 60 mph Service Wind Speed
4.1) Recommendations
5) APPENDIX A
RISATower Output
6) APPENDIX B
Additional Calculations
RISATower Report - version 5.4.2.0
April2l, 2011
190 Ft Se/f-Supporting Tower Structura/ Analysis A2G0082A Pasco County (VS)
Project Number 110908, Revision 1 Page 3
1) INTRODUCTION
This tower is a 190-ft self-supporting tower designed by Valmont in November of 1998. The tower was originally
designed for a fastest mile wind speed of 105 mph with no ice and 50 mph under service loads per TIA/EIA-222-
F for the appurtenances listed in Table 2 TEP did not visit the site. All information provided to TEP was
assumed accurate and complete
2) ANALYSIS CRITERIA
The structural analysis was performed for this tower in accordance with the requirements of ANSI/TIA-222-G-2-
2009 Structural Standard for Antenna Supportina Structures and Antennas - Addendum 2 using a 3-second
gust wind speed of 110 mph with no ice and 60 mph under service loads with the following criteria:
1) Tvpe of Analvsis. Rigorous Structural Analysis
2) Classification of Structure: Class II
Definition: Structures used for services that due to height, use or location represent a substantial
hazard to human life and/or damage to property in the event of failure and/or used for services that
may be provided by other means.
3) Exposure Category: Exposure B
Definition• Urban and suburban areas, wooded areas, or other terrain with numerous closely
spaced obstructions having the size of single-family dwellings or larger.
4) Topographic Category: Category 1
Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up
consideration shall be required.
5) Earthquake Category: Not Considered
Commentary: Earthquake effects may be ignored per this Standard for site locations where Ss
does not exceed 1 0. (Pasco County Ss=0.10)
Table 1- Existing/Future/Proposed Antenna and Cable Information
Existing/ Elevation Qty Antenna Model Mount �ty Coax Coax � Owner/
Proposed (Ft) Type Coax Size Locatlon Tenant
� -- --- --- i ------ -- - - - TMBX 6517-R2M --Low -- - - - - �
I
Existing � 190 I 9� RR65-19-OODP Profile 24 1 5/8 BC-Face T-Mobile j
; � 12 � S20045Al2 LNA Platform . � �
� � — - r -�- � -- ,
; � 12 � DBXNH-6565B-R2M i � I
� - - - ---- - ------ ---- - — - - � �
! j 9� Andrew E15S09P78 ; 19 a 1 5 � 8 a ; �
� 3; Andrew ATCB-601-xx RET's 12' LP � 3 .315" � �
Existing � 175 I -------- - ' AB-Face � AT&T i
� 3 RRUS11 Dual PA RRU RBS6000 Platform i 1 774" �
� --
� i r -------- ---- ' 2 3/8 '
i � 2 DC2-48-60-0-9E ; • ;
I---- �
� - - - - ---- --- --- �
' � 1 DC6-48-60-18-8F � � �
� ( �
�-- --- �- --- ' - - - - -- - - � -- ; - ,_---- - - - - - - !
; ( 12 i � �
Existing j 160 9 AP17-1900/090D Sector ' 9 1 5/8 CA-Face i Verizon
i Mounts
I - —�-- - - -- __ -------- � - - '
12' � ------ — -
� Existing � 150 6 DB950G65RCZE-M Sector 12 1 5/8 CA-Face Sprint
,
I � Mounts I ,
� - - -- - - - - - -
12' LP- - - -�- - �__ � ---_ —. I
;Proposed 140 6 HB-X-AW23-33-OOT 12 1 5/8 BC-Face Metro PCS
, P/atform
,. Future � 100 ! 1� 4' MW Dish ; Mount I � � 1 5B � BGFace � T-Mobile
I
' --- - - --- -- - - -
-- -- -- -
--- - -- ------- - ---- -
Notes: -- — - ----- -- - - -- -- --
1) Coax positioning based on inspection report by SiteMaster 2) Mount assumed per photos
3) Coax stacked 12-on-12 4) Coax stacked 7-on-12
5) Coax assumed to run in (1) row of 12
RISATower Report - version 5.4.2.0
April2l, 20i 1
190 Ft Self-Supporting Tower Structural Ana/ysis A2G0082A Pasco County (VS)
Project Number 110908, Revision 1 Page 4
Table 2- Design Antenna and Cable Information
Mounting Center Line Quanity of Antenna Antenna Model Quantity Coax Coax
Level (ft) Elevation (ft) Antennas Manufacturer Coax Size Location
� 190 190 12 ; CSA PCSA 060-19 (
- - - - - - -- - - --- ---------- - --
i 175 � 175 ! 12 i CSA � PCSA 060-19 Unknown Unknown Unknown �
- - - -- -
�
; 155 - �-- - 1_55 - j 12 ; _CSA - --- - PCSA 060-19 ---
- - - - ----- -- ------ - - ---- --- -.�
3) ANALYSIS PROCEDURE
Table 3 - Documents Provided
Document Remarks Reference Source
Valmont dated November 13, 1998,
Design Drawings - T-Mobile
� Order Number iM337-01/MF40659
�- --
_ _ _ --- - - --------- ----------- --- --- - - - --- -___
LJ Nodarse & Associates, Inc dated December 15, 1996,
�Geotechnical Report , - T-Mobile
Project Number 96T-107J-9 �
. - - - -------- -- ---- -- -- ---- - - - - -- - ---- - -
SMGBI Report � SiteMaster dated October 28, 2007 � - �T-Mobilel
Correspondence from T-Mobile with regards to the existing, �
Correspondence - T-Mobile�
proposed, and future loading, SAW dated April 14, 2011 (
3.1) Analysis Method
RISATower (version 5.4.2 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) Tower and structures were built in accordance with the manufacturer's specifications.
2) The tower and structures have been maintained in accordance with the manufacturer's
specification.
3) The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Table 1
4) TEP assumed the following material properties:
a) Legs: ASTM A572 Gr. 50
b) Bracing• ASTM A36
c) Anchor Bolts: ASTM A354-BC
5) 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. See Table 6.
6) This report is not a construction document.
4) ANALYSIS RESULTS
Table 4- Component Stresses vs. Capacity
Sectlon Elevation (it) Component Type Slze Crftical P �� b � F'P allow °� Pass / Fall
No. Element (Ib) Capaclty
T1 190 - 180 Leg PIPE 2.5 STD (SCH 40) 1 -8899.960 57361.699 15.5 Pass
� T2 ( 180 - 160 Le PIPE 3.5 STD 20 43362.699 104062.000 41 7 Pass
1 - - � 9 ( r- -----f _ r � - r
�- - - - � ---- - - - - -- - i I I - - - -
T3 ( 160 - 140 � Leg ( Pipe 5 STD (SCH40) r 50 �-88242.000 f 169274 000 ( 52.1 ( Pass
� � f -
' T4 140 - 120 I Leg i Pipe 5 STD (SCH40) � 74 f� 43050.000 f 169274 000 � 84.5 � Pass
c
, � ,
T5 � 120 - 100 Leg PIPE 8 STD (SCH40) � 9$ �� gg� 17_000 358212.000 55.6 � Pass �
RISATower Report - version 5 4.2.0
April2l, 2011
190 Ft Self-Supporting Tower Structural Analysis A2G0082A Pasco County (VSJ
Project Number 110908, Revision i Page 5
S No� Elevation (it) Component Type Size E 1eme�t p��b� SF*P_allow °� pass / Fail
(Ib) Capacity
-
I T6 100 - 80 Leg Pipe 10 STD (SCH40) 121 498329 000 50.4 I Pass (
251208.000
- - --- -- -- - 1
� - - (� � - --- -------- r �------�-
T7 I 80 - 60 I Leg i Pipe 10 STD (SCH40) ( 139 �08202.000 �498329.000 I 61.8 I Pass
r f -
I
T8 I 60 - 40 Leg I Pipe 12 STD (SCH40) I r- 000 623679.000 � 58.5 Pass
, 365141.
i - - - - - - --- - -- - - -------- - -� -- - - � -- -- - �
I T9 I 40 - 20 Leg Pipe 12 STD (SCH40) I 175 I I623679.000 � 67.5 Pass �
421286 000
- -- -
r T10 � 20 - 0 Leg P12EH 193 822322.000 58.0 Pass
-
� 476952.000 � ( � f
- ' - - - - - --- - ---- - - ---- -- - -
' T1 � 190 - 180 I Diagonal � L1 3/4x1 3/4x3/16 ( 8 f-2566.550 r 6609.350 � 38.8 � Pass I
- - - --- - - - - - -
j T2 � 180 - 160 � Diagonal � L2x2x3/16 I 25 �-5986.720 I 9594.310 I 62A I Pass �
� - � - - -- -r - - ---------- r ( - r -- i
T3 � 160 - 140 I Diagonal i L2 1/2x2 1/2x3/16 I 55 I-7992.470 I 11468.300 f 82 3�b� Pass
- -- ---- - - - - -
I T4 � 140 - 120 ( Diagonal ( L3x3x3/16 I 82 (-10168_100 �15865 200 � 64.1 � Pass I
�
1 T5 � 120 - 100 ( Diagonal I L3x3x3/16 ( 106 (-11085.300 r14123 400 � 78.5 � Pass I
' - -- - - ---
T6 � 100 - 80 � Diagonal � L3 1/2x3 1/2x1/4 ( 131 �-14156.700 � 20565 100 � 68.8 � Pass I
' T7 � 80 - 60 ( Diagonal ( L3 1/2x3 1/2x1/4 ( 149 � 14993.500 � 17943.100 f 83.6 ( Pass
I
� T8 ( 60 - 40 ( Diagonal � L3 1l2x3 1/2x3/8 � 167 � 16238 700 r23301 100 � 69.7 j Pass �
r T9 40 - 20 Diagonal � L3 1/2x3 1/2x3/8 185 16969.699 20601.000 r 82.4 f Pass I
- - I -- I -
� ( ( ! � - - - -�--- - (
� T10 � 20 - 0 ( Diagonal ( L4x4x3/8 ( 201 �-18282.100 ( 26494.900 � 69.0 I Pass �
! T1 f 190 - 180 I Top Girt j L3 1l2x3 1/2x1/4 I 4 I-993.417 24069 100 � 6 2�b� i Pass f
; f ( I
T2 i 180 - 160 ( Top Girt i L3 1/2x3 1/2x1/4 i 23 I-415 419 I 24491 400 1 �� �I Pass
i
�� T3 � 160 - 140 ( Top Girt I L3 1/2x3 1/2x3/8 ( 52 I 26.687 ( 70204.898 � 0.2 � Pass I
r - -- - --- ---- ----- �------ ----- -- - - --
� - -- - i
I T4 I 140 - 120 Top Girt i L3 1/2x3 1/2x3/8 78 �-1240.520 � 23012.500 � 12 ��b� � Pass
r - - - - ---- - - -- - --- -- - ---
� f � �----- -- r 7.2 r
' T5 I 120 - 100 ! Top Girt i L4x4x3/8 I 102 �-1787.870 I 24801.600 16.0 (b) I Pass I
� �
- - -
, T6 � 100 - 80 � Top Girt � L4x4x3/8 ( 126 _� -2050 940 ( 26303.301 � 7.8 � Pass ,
! T7 I 80 - 60 I Top Girt � L5x5x5/16 I 143 I-3056.510 � 32448.400 � 12.8 (b) I Pass
•- - - - ---- - P -
-
- --
__ _ . ___' ___ _ .__.
T8 60 40 To Girt L5x5x5/16 161 3551630 20486.301 Pass I
� 17.3 �
� 20.8 (b) (
>-- -- i - - ---- - - - - ` --- f ---- -- - --�
T9 I 40 - 20 ( Top Girt � L5x5x5/i 6 I 179 �4045.120 I 16959.000 � 23 9�b) � Pass �
- --- -- - - -
' T10 ( 20 - 0 I Top Girt � L5x5x5/16 � 197 (-3576.990 � 14011.300 � 25.5 � Pass l
� r � f � -- - � (Summary� - �
I
�
i � j I _( � � �T4� - I 84.5 -� Pass - I
( ( Diagonal � f
� � I I � I 83.6 I Pass
i � I
� - - --- - - -
- -- - - - - -
-
I � ( � � T (T10)� � 25.5 � Pass
, �
,
� - -- - -- -
; - --- - _ -
- -
- - -- �
� -- - �' -- �---- - �Bolt Checks � 82.3 ( � Pass --- I
- - ---
- --� - -- - - -- - � -- -_ ---- � f Rating = �84.5 � Pass l
� ; �
Table 5- Component Stresses vs. Capacity - Foundation
Notes Component Elevation (ft) % Capacity Pass / Fail
- Foundation Download (Individual Leg) - 66.9 Pass
-- - --- --- ---- ----- - - - - - - --- �
Foundation U lift Individual Le 58 1 Pass
- - � ---g�- �_-- - - _- - - ( - - - �- - - - -
RISATower Report - version 5.4.2.0
April 21, 2011
190 Ft Se/f-Supporting Tower Structural Ana/ysis A2G0082A Pasco County (VS)
Project Number 110908, Revision 1 Page 6
Structure Rating (max from all components) = 84.5%
Table 6- Dish Twist/Sway Results for 60 mph Service Wind Speed
Elevation Beam Deflection
� Dish Model Deflection Tilt (deg) Twist (deg)
(in)
100 4'0 HP MW Dish 0.966 ; 0.083 0 000
4.1) Recommendations
1) If the load differs from that described in Table 1 of this report, or the provisions of this analysis are
found to be invalid, another structural analysis should be performed
RISATower Report - version 5 4.2 0
Apri121, 201 i
190 Ft Self-Supporting Tower Structura/ Analysis A2G0082A Pasco County (VS)
Project Number 110908, Revision 1 Page 7
APPENDIX A
RISA TOWER OUTPUT
RISATower Report - version 5.4.2.0
isoon
a m ��
I
,aoorc � DESIGNED APPURTENANCE LOADING
� — — ---
� N - TYPE ELEVATION TYPE ELEVATION
� Ud 5/8-in x 4ft Lightmng Rod (T-Mobile) 190 DC2-48-60-0-9E (ATI) 175
v i O � ` - Platlorm Mount [LP 715-1 ](T-MObile) 790 OC2-48-60-0-9E (AII) 175
� TMBX-6517-R2M w/ mount pipe 190 OC6-48-60-18-BF (AII) 175
a � _ (T-MObtle) Sedor Mount [SM 5023� ( Venzon) 760
a TMBX-6517-R2M w/ mount pipe 190 (3) AP17 1900/090D w/Mount Pipe 160
(T-Mobile) (Verizon)
_ 160.0 tt TMBX-6517-R2M w/ mount pipe 190 (3) AP77-1900/090D w/Mount Pipe 160
(T-MObile) (Venzon)
(3) RR65-19-OODP w/Mount Pipe 190 (3) AP77-7900/090D w/MOUnt Pipe 160
� (T-MObtle) (Verrzon)
�+ (3) RR65-19-OODP w/Mount Pipe 190 Sector Mount [SM 40 2-3] (Sprint) 150
(T-Mobile) ---
(2) DB950G65EM w/MOUnt Pipe 150
� (3) RR65-19-OODP w/MOUnt Pipe 190 (Sprmt)
= m (T-Mobile) _ ___ _ __ --_ -
� N (4) 520045A1 (T-MObtle) 190 (z) DB950G65E-M w/MOUnt Pipe 150
_ _ ____ (Sprint)
_ p 140 0 fl (4) 520045A1 (T-Mobile) 190
� N _(2) OB950G65E-M wlMOUnt Pipe 150
m (4) S20045A1 (T-Mobde) 190 _ _ (Spnnt) _
a PlaHorm Mount [LP 712-1� (AII) 175 Platlorm Mount [LP 712-1j (Me[ro PCS) 140
a � � (4) DBXNH-6565 w/Mount Pipe (AII) 175 (2) HB-X-AW-23-33-OOT w/ Mount Pipe 140
`D � I - (4) DBXNH-6565 w/Mount Pipe (AII) 175 _ (Metro PCS) _
(d� 4 (4) DBXNH-6565 w/Mount Pipe (AII) 175 _ _ (2) HB-X-AW-23-33-OOT w/ Mount Pipe 140
r -- (Metio PCS)
� (3) Andrew E15S09P78 (A7I) 175 --
(3) Andrew E15S09P78 (AII) � 75 (z) HB-X-AW-23-33-00T w/ Mount Pipe 140
� 120 0 ft — (Metro PCS) _
� , (3) Andrew E15S09P78 (AII) 175 ___ p_q^ Dia. x 5-ft Rpe (T-MObile) 100
� RiiUS-11 (ATI) 175
= J ' RRUS-11(ATI) — �� --- --- � 4-FTHPMICROWAVE __ 100
� _. __ _ _
� RRUS-11 (ATII _ .__ _ _ _ 175 �—� � _— ��
r o _ _ _ —
� S YMBOL LIST
a , MARK SI2E MARK SIZE
� '� �� � �� A PIP 2 5 STD (SCH 40) B L1 3/4x1 3/4x3/16 ___ �
" M ATERIAL STR
" �' J ' - ---
Q ¢ I � GRADE Fy Fu GRADE Fy _ Fu
� — - ---- -----
-- -- - -
g A57&50 50 ksi __ __ _ 65 ksi_ _ A36 __ 36 ksi _ 58 ksi __
� N � TOWER DESIGN NOTES
o ao.oic 1 Tower is located in Pasco Countv, Florida.
; � 2. Tower designed for Exposure B to the TIA-222-G Standard.
� 3. Tower designed for a 110 mph basic wind in accordance with the TIA-222-G Standard.
� � 4 Deflections are based upon a 60 mph wind.
a 5. Tower Structure Class II.
6. Topographic Category 1 with Crest Height of 0.000 ft
7 TOWER RATING.84.5%
so o ic
M
� � � .
0
e
x -
U x
N
o ' ' aoon _
N � J ^ I _ ALL REACTIONS
� I ARE FACTORED
� i MAX. CORNER REACTIONS AT BASE.
I DOWN: 491480 Ib
UPLIFT -4338381b
zo o e __ SHEAR: 49699 Ib
- AXIAL
_ � ! 676331b
�
F a � SHEAR MOMENT
i � 813941b� 866354216-ff
o.on i �
-� TORQUE 3176 Ib-R
N
N REACTIONS - 110 mph W/ND
r �
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� Tower Engineering Professionals ob A2G0082A Pasco Count —
3707 Junction Blvd. PfOJe" rEP#��osos
Raleigh, NC 27603 C�ient T-Mobile orawn by Aaron Rucker '�P
Phone: (919) 661-6351 � 0de TIA-222-G oate � � sca�e NTS
FAX. 919 661-6350 Path: owgNo E_1
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April2l, 20i1
190 Ft Se/f-Supporting Tower Structural Analysis A2G0082A Pasco County (VS)
Project Number 110908, Revision 1 Page 8
APPENDIX B
ADDITIONAL CALCULATIONS
RISATower Report - version 5.4.2.0
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38122 HENRY DRIVE, ZEPHYRHILL8,, FL 3354
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FLOOD ZONE INFORMATION
COMMUN" NUMBER PANEL NUMBER SUFFIX DATE OF FIRM FIRM ZONE
120235 0005 C 12/17/91 X
a J pl 12' DOUBLE
X NORTH LINE 6' CHWAILINK FENCE q ACCESS GATE S q gp1P
PARENT TRACT W/ 1 ' BARBED WIRE
P. O. B. 0 FOUND 518'
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x I I LB 4514
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SEE DE TAIL OF
METRO PCS
LEASE PARCEL
x
x
x
4
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SELF-SUPPORT TOWER
28' 14'52.75 " NORTH
082' 11 " WEST
PARENT TRAC
OWNER NAME C/TY OFZFJ`Y ' -L8
PARCEL /a 02 26 21- OA80 -OOA00 -0070
OR. BOOK 806, PAGE 104, P.C.R
A PORTION OF
TRACT 'A'
TYSON SU BMISION
PLAT BOOK 4 PAGE 109, P.C.R.
A PORTION OF
THE SOUTH ONE -HALF (1/2) OF
THE SOU7HWEST ONE - QUARTER (1/4) OF
SECTION 2, TOWNSHIP 26 SOUTH, fl4NGE 21 EA8T
PASCO COUNTY, FLORIDA
SURVE DATE: 04/30/11
DRAWN: WSP
CHECKED: WSP
BASE FLOOD ELEVATION LOWEST FLOOR ELEV: MA WS
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q,R \ P.O.C. POINT OF COMMENCEMENT
P.O.B. POINT OF BEGINNING
I P.C.R. PASCO COUNTY RECORDS
- /
0. R. OFFICIAL RECORD
/ L. B. LICENSED BUSINESS
DrRr OR1Y£WAY R/W RIGHT -OF -WAY
S89'5327 1997.3 ' E/P EDGE OF PAVEMENT
l NORTH LINE OF THE � - - I (D) DEED
I �qv�0 S. 112 OF THE S. W. 114 OF \ (M) MEASURED
[_ SECTION 2, 726S, R21 E \ GO
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o I oo i T❑ TELCO SERVICE
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FIRE HYDRANT
CONCRETE MONUMENT I DIRT DRIVEWAY
RLS 827 -� GUY AN CHOR WIRE
n OAK TREE
0
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OH - oN OVERHEAD UTILITY
PARENT TRACT CONCRETE PAD W/ I' BARBED WIRt
VACANT $ PRIVACY SLATS
qti• •�. x DESCRIPTION OF PARENT TRACT
LAUREL OAK (PER OFFICIAL RECORD BOOK 806, PAGE 104 OF THE PUBLIC RECORDS OF
18 LAUREL OAK yti k p I PASCO COUNTY, FLORIDA)
x COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH 112 OF THE
5. o' x 8.5' SOUTHWEST 114 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, IN
2 9 CONCRETE PAD OAK I PASCO COUNTY, FLORIDA, RUN S88'50'15 "W, 1796.6 FEET ALONG THE NORTH
h, Z vAr wT x LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 114 OF SAID SECTION 2, THENCE
O o 4 @ ,v RUN SOUTH 19. 1 FEET FOR A POINT OF BEGINNING; SAID POINT LYING ON THE
+� I SOUTH RIGHT -OF -WAY LINE OF HENRY DRIVE, THENCE CONTINUE SOUTH 200.0
FEET, THENCE RUN S88'50'15 "W, 200.0 FEET, THENCE RUN NORTH 200.0 FEET
® Y x TO THE SOUTH RIGHT -OF -WAY LINE OF HENRY DRIVE, THENCE RUN N88'50 "E,
ELECTRIC POT 4.7' x s.o' 3 � 200.0 FEET ALONG SAID RIGHT -OF -WAY LINE TO THE POINT OF BEGINNING.
UNDERGROUND I
CONCRETE 2 o 'k BEING A PORTION OF TYSON SUBDIVISION, AS RECORDED IN PLAT BOOK 4, PAGE
W
O 2 4 + CONCRETE EQUIPMENT 1.0' CONCRETE STEP ENTRY PAD x 2 109, PASCO COUNTY RECORDS.
2 m & GENERATOR PAD
s PR /NT" I TOWER INFORMATION -SELF SUPPORT TOWER
h
�2Ir� x `��� LATITUDE = 28'14'52.75" NORTH
LONGITUDE = 082'11'' WEST
4011 q _ c` NORTH AMERICAN DATUM 09.4 OF 983/2007 (NAD 83/07)
i
e?` 10.0 EXISTING MAXIMUM TOWER ELEVATION = 282.0 FEET
PCs q1. q�� q Ox EXISTING MAXIMUM TOWER HEIGHT = 191.0 FEET (ABOVE GROUND LEVEL)
LEASfEPAf�CEi. Y - � o I EXISTING MAXIMUM ACCESSORY ITEM ELEVATION = 292.5 FEET (LIGHTNING ROD
(210.0 SQUARE FEET) a.o' x 21.0 EXISTING MAXIMUM ACCESSORY ITEM HEIGHT = 201.5 FEET (ABOVE GROUND LEVEL)
CONCRETE EQUIPMENT , i Q x EXISTING AVERAGE GROUND ELEVATION AT TOWER = 91.0 FEET
- & GENERATOR PAD
589'43'10 E 21.25_ - - S89W � 'VERIZON WIRELESS" ` 4i (A 14.00 ( ( NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88)
q,� � i i i q ° ,h �
2
W (METRO 0. s -_ q ,1q C� REPORT OF BOUNDARY AND TOPOGRAPHIC SURVEY
1. THE PARENT TRACT SHOWN HEREON IS BASED ON A SEARCH CONDUCTED BY
LEASE PARCEL) % A` � c RA v EL ,y x WSP CONSULTANTS, INC. OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
o 2. UNLESS OTHERWISE NOTED HEREON RECORD AND MEASURED VALUES (SHOWN)
x ARE IN SUBSTANTIAL AGREEMENT.
21.0 N89W 3. THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EXISTING FEATURES WITHIN
I
• THE PARENT TRACT FOR THE FUTURE INSTALLATION OF METRO PCS EQUIPMENT.
14.00 CONCRETE ,�O
PAD EXTENSION q� q = = _ x 4. THIS SURVEY IS CLASSIFIED AS COMMERCIAL /HIGH RISK AND EXCEEDS THE
MINIMUM RELATIVE DISTANCE ACCURACY OF 1 FOOT IN 10,000 FEET AS
REQUIRED BY THE FLORIDA MINIMUM TECHNICAL STANDARDS (5J- 17.050
SELF SUPPORT TOR x THROUGH 5J- 17,052 F.A.C.). THE ACCURACY OBTAINED BY MEASUREMENT AND
2 _ ' " CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS
28 14 52.75 NORTH
4, 08211'09.49" WEST q0�� REQUIREMENT.
3y C�l 5. THE HORIZONTAL FEATURES SHOWN HEREON ARE PLOTTED TO WITHIN 1/20
3.0' X 7.7' �:_ 1 p0 �q p0
2 CONCRETE q'`' 9 q�' q�' � OF THE MAP SCALE.
GENERATOR PAD 3.7 X 12 .8' / GE 6. HORIZONTAL AND VERTICAL DATA SHOWN HEREON WAS OBTAINED UTILIZING A
CONCRETE
Q 1 0 q p1 ARE "LEICA TCRA 1105" TOTAL STATION AND "ALLEGRO CE CARLSON" DATA
EQUIPMENT PAD
T a`' "r- MOBILE' t�� s y
quo COLLECTION SYSTEM.
a c' y 1A
5.0' D44METER 6y ,JA S( 7. ELEVATIONS OF WELL - IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND
CONCRETE ��� PR MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL ACCURACY OF 0.1'.
TOWER SUPPORT
(TYPICAL) / I. 8. HORIZONTAL FEATURE LOCATION IS TO THE CENTER OF THE SYMBOL AND MAY
- ® METER RACK BE ENLARGED FOR CLARITY.
q _ X X X - X W/ METER oy 1 A ��� O� 9. UNDERGROUND FOUNDATIONS AND /OR UTILITIES HAVE NOT BEEN LOCATED.
X 5g X - X X - X - X - X _.�/ 7hff$0(fJ'j-/OW- HALF(112,) 0= 10. FLOOD ZONE INFORMATION SHOWN HEREON WAS OBTAINED FROM THE
THE SOU77 WEST OW- OUARTLR (1/4) OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP
w/ !� BARBED w IRE BEC"OV 2 TOW 26 SOWN RA1K>wE21 EAST (FIRM).
et PRIVACY SLATS OACN COIAVTY C ^
1 1. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88) AND ARE REFERENCED TO N.G.S. SURVEY
CONTROL POINT: "Q 106 RESET ", AL #6393, ELEVATION 98.92 FEET.
co O
12. THE VALUES FOR THE LATITUDE, LONGITUDE AND ELEVATIONS SHOWN HEREON
o�
�W
ADMINISTRATION 1-A LETTER.
P. O. B.
(METRO PCs
RESET ", PID #AL6393 THIS SURVEY CONTROL POINT HAS A PUBLISHED VALUE
LEASE PARCEL)
�- S89 E-
1 �.-
21.25'
C
L 11
�3
0
2�
2�
q
q o ,
FOUND 3.5" X 3.5"
CONCRETE MONUMENT
NO I. D.
S89',36'00 "W
S88'50'15 "W (D)
SOUTH LINE
PARENT TRACT
6' CHAINUNK FENCE
W/ 1 ' 6AR8ED WIRE
Y
200-00
FOUND 3.5 " X 3.5 "
CONCRETE MONUMENT -
NO 1, D.
30.5'
I�
lloq�
ti
q 0�
I
0q �
NORTH
SCALE: 1' = 20'
20 0 10 20
BE4RWI38 ARE CM
_ ®
I
I
�I
I
2
I
�I
Ll
I
I
30'
eW I
N
of
Z
Rq . 1
0
I
I
FOUND 5/8"
IRON ROD
D. C. JOHNSON
FLOOD ZONE INFORMATION
COMMUN" NUMBER PANEL NUMBER SUFFIX DATE OF FIRM FIRM ZONE
120235 0005 C 12/17/91 X
a J pl 12' DOUBLE
X NORTH LINE 6' CHWAILINK FENCE q ACCESS GATE S q gp1P
PARENT TRACT W/ 1 ' BARBED WIRE
P. O. B. 0 FOUND 518'
(PARENT TRACT) q \- NAIL & DISC
x I I LB 4514
I
X X --
SEE DE TAIL OF
METRO PCS
LEASE PARCEL
x
x
x
4
X
X
SELF-SUPPORT TOWER
28' 14'52.75 " NORTH
082' 11 " WEST
PARENT TRAC
OWNER NAME C/TY OFZFJ`Y ' -L8
PARCEL /a 02 26 21- OA80 -OOA00 -0070
OR. BOOK 806, PAGE 104, P.C.R
A PORTION OF
TRACT 'A'
TYSON SU BMISION
PLAT BOOK 4 PAGE 109, P.C.R.
A PORTION OF
THE SOUTH ONE -HALF (1/2) OF
THE SOU7HWEST ONE - QUARTER (1/4) OF
SECTION 2, TOWNSHIP 26 SOUTH, fl4NGE 21 EA8T
PASCO COUNTY, FLORIDA
SURVE DATE: 04/30/11
DRAWN: WSP
CHECKED: WSP
BASE FLOOD ELEVATION LOWEST FLOOR ELEV: MA WS
DWG FILE: 1 1- 1036.DWG
N/A N/A JOB FILE:
O
O
N
V
3�
2
3
W3
�
Ym
2�
No.
O�
i � ,$
o$
($
DATE
P. 0. C.
(PARENT TRACT)
(METRO PCS -\
LEASE PARCEL)
REVISION
DETAIL OF EXISTING TOWER COMPOUND T- MOBILE A2G0082A - TAM 681B
AND METRO PCS LEASE PARCEL NORTH �
I L
T MOB /LE A2GO082A - TAM 6818 SCALE 'I' 10'
p COUNTY ROAD N0. 54
� ,�
10 0 5 10 3 Q
THIS o
SITE
BE4RA4W ARE CAD J ® HENRY DRIVE Li_
w 3
G!
T
-Fn � NORTH AVENUE
LOCATION SKETCH
SECTION 02- T26S -R21 E
NOT TO SCALE
�� - - - -- --- - - - - - ------------------------ - - - - -- -�
_
LEGEND
q,R \ P.O.C. POINT OF COMMENCEMENT
P.O.B. POINT OF BEGINNING
I P.C.R. PASCO COUNTY RECORDS
- /
0. R. OFFICIAL RECORD
/ L. B. LICENSED BUSINESS
DrRr OR1Y£WAY R/W RIGHT -OF -WAY
S89'5327 1997.3 ' E/P EDGE OF PAVEMENT
l NORTH LINE OF THE � - - I (D) DEED
I �qv�0 S. 112 OF THE S. W. 114 OF \ (M) MEASURED
[_ SECTION 2, 726S, R21 E \ GO
�I e q, - -- - - - -� ��• SPOT ELEVATION
--------- -
h I �Q •-.. -_, v , � 6 ® WOOD UTILITY POLE
o I oo i T❑ TELCO SERVICE
FOUND 3.5' X 3, 5 "
FIRE HYDRANT
CONCRETE MONUMENT I DIRT DRIVEWAY
RLS 827 -� GUY AN CHOR WIRE
n OAK TREE
0
qti 35.0'
0
V
W
92.0 (FENCE COMPOUND) -
I X - X FENCE (TYPE NOTED)
q 'v 16.0' DOUBLE GATE q�' , x
NORTH LINE q� � 'S.0' X 8,5' 6.5' CHA/NL/NK FENCE I
OH - oN OVERHEAD UTILITY
PARENT TRACT CONCRETE PAD W/ I' BARBED WIRt
VACANT $ PRIVACY SLATS
qti• •�. x DESCRIPTION OF PARENT TRACT
LAUREL OAK (PER OFFICIAL RECORD BOOK 806, PAGE 104 OF THE PUBLIC RECORDS OF
18 LAUREL OAK yti k p I PASCO COUNTY, FLORIDA)
x COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH 112 OF THE
5. o' x 8.5' SOUTHWEST 114 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, IN
2 9 CONCRETE PAD OAK I PASCO COUNTY, FLORIDA, RUN S88'50'15 "W, 1796.6 FEET ALONG THE NORTH
h, Z vAr wT x LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 114 OF SAID SECTION 2, THENCE
O o 4 @ ,v RUN SOUTH 19. 1 FEET FOR A POINT OF BEGINNING; SAID POINT LYING ON THE
+� I SOUTH RIGHT -OF -WAY LINE OF HENRY DRIVE, THENCE CONTINUE SOUTH 200.0
FEET, THENCE RUN S88'50'15 "W, 200.0 FEET, THENCE RUN NORTH 200.0 FEET
® Y x TO THE SOUTH RIGHT -OF -WAY LINE OF HENRY DRIVE, THENCE RUN N88'50 "E,
ELECTRIC POT 4.7' x s.o' 3 � 200.0 FEET ALONG SAID RIGHT -OF -WAY LINE TO THE POINT OF BEGINNING.
UNDERGROUND I
CONCRETE 2 o 'k BEING A PORTION OF TYSON SUBDIVISION, AS RECORDED IN PLAT BOOK 4, PAGE
W
O 2 4 + CONCRETE EQUIPMENT 1.0' CONCRETE STEP ENTRY PAD x 2 109, PASCO COUNTY RECORDS.
2 m & GENERATOR PAD
s PR /NT" I TOWER INFORMATION -SELF SUPPORT TOWER
h
�2Ir� x `��� LATITUDE = 28'14'52.75" NORTH
LONGITUDE = 082'11'' WEST
4011 q _ c` NORTH AMERICAN DATUM 09.4 OF 983/2007 (NAD 83/07)
i
e?` 10.0 EXISTING MAXIMUM TOWER ELEVATION = 282.0 FEET
PCs q1. q�� q Ox EXISTING MAXIMUM TOWER HEIGHT = 191.0 FEET (ABOVE GROUND LEVEL)
LEASfEPAf�CEi. Y - � o I EXISTING MAXIMUM ACCESSORY ITEM ELEVATION = 292.5 FEET (LIGHTNING ROD
(210.0 SQUARE FEET) a.o' x 21.0 EXISTING MAXIMUM ACCESSORY ITEM HEIGHT = 201.5 FEET (ABOVE GROUND LEVEL)
CONCRETE EQUIPMENT , i Q x EXISTING AVERAGE GROUND ELEVATION AT TOWER = 91.0 FEET
- & GENERATOR PAD
589'43'10 E 21.25_ - - S89W � 'VERIZON WIRELESS" ` 4i (A 14.00 ( ( NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88)
q,� � i i i q ° ,h �
2
W (METRO 0. s -_ q ,1q C� REPORT OF BOUNDARY AND TOPOGRAPHIC SURVEY
1. THE PARENT TRACT SHOWN HEREON IS BASED ON A SEARCH CONDUCTED BY
LEASE PARCEL) % A` � c RA v EL ,y x WSP CONSULTANTS, INC. OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
o 2. UNLESS OTHERWISE NOTED HEREON RECORD AND MEASURED VALUES (SHOWN)
x ARE IN SUBSTANTIAL AGREEMENT.
21.0 N89W 3. THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EXISTING FEATURES WITHIN
I
• THE PARENT TRACT FOR THE FUTURE INSTALLATION OF METRO PCS EQUIPMENT.
14.00 CONCRETE ,�O
PAD EXTENSION q� q = = _ x 4. THIS SURVEY IS CLASSIFIED AS COMMERCIAL /HIGH RISK AND EXCEEDS THE
MINIMUM RELATIVE DISTANCE ACCURACY OF 1 FOOT IN 10,000 FEET AS
REQUIRED BY THE FLORIDA MINIMUM TECHNICAL STANDARDS (5J- 17.050
SELF SUPPORT TOR x THROUGH 5J- 17,052 F.A.C.). THE ACCURACY OBTAINED BY MEASUREMENT AND
2 _ ' " CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS
28 14 52.75 NORTH
4, 08211'09.49" WEST q0�� REQUIREMENT.
3y C�l 5. THE HORIZONTAL FEATURES SHOWN HEREON ARE PLOTTED TO WITHIN 1/20
3.0' X 7.7' �:_ 1 p0 �q p0
2 CONCRETE q'`' 9 q�' q�' � OF THE MAP SCALE.
GENERATOR PAD 3.7 X 12 .8' / GE 6. HORIZONTAL AND VERTICAL DATA SHOWN HEREON WAS OBTAINED UTILIZING A
CONCRETE
Q 1 0 q p1 ARE "LEICA TCRA 1105" TOTAL STATION AND "ALLEGRO CE CARLSON" DATA
EQUIPMENT PAD
T a`' "r- MOBILE' t�� s y
quo COLLECTION SYSTEM.
a c' y 1A
5.0' D44METER 6y ,JA S( 7. ELEVATIONS OF WELL - IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND
CONCRETE ��� PR MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL ACCURACY OF 0.1'.
TOWER SUPPORT
(TYPICAL) / I. 8. HORIZONTAL FEATURE LOCATION IS TO THE CENTER OF THE SYMBOL AND MAY
- ® METER RACK BE ENLARGED FOR CLARITY.
q _ X X X - X W/ METER oy 1 A ��� O� 9. UNDERGROUND FOUNDATIONS AND /OR UTILITIES HAVE NOT BEEN LOCATED.
X 5g X - X X - X - X - X _.�/ 7hff$0(fJ'j-/OW- HALF(112,) 0= 10. FLOOD ZONE INFORMATION SHOWN HEREON WAS OBTAINED FROM THE
THE SOU77 WEST OW- OUARTLR (1/4) OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP
w/ !� BARBED w IRE BEC"OV 2 TOW 26 SOWN RA1K>wE21 EAST (FIRM).
et PRIVACY SLATS OACN COIAVTY C ^
1 1. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88) AND ARE REFERENCED TO N.G.S. SURVEY
CONTROL POINT: "Q 106 RESET ", AL #6393, ELEVATION 98.92 FEET.
2�
12. THE VALUES FOR THE LATITUDE, LONGITUDE AND ELEVATIONS SHOWN HEREON
�W
ADMINISTRATION 1-A LETTER.
13. THE GRID BEARINGS, LATITUDE AND LONGITUDE SHOWN HEREON WERE
OBTAINED UTILIZING THE FOLLOWING N.G.S. SURVEY CONTROL POINT: "Q 106
DESCRIPTION OF METRO PCS LEASE PARCEL
RESET ", PID #AL6393 THIS SURVEY CONTROL POINT HAS A PUBLISHED VALUE
RELATIVE TO THE NORTH AMERICAN DATUM OF 1983/2007 (NAD83 /07), AS
A PARCEL OF LAND BEING A PORTION OF TRACT A ", TYSON SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 109 OF THE PUBLIC RECORDS OF
PROJECTED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST ZONE).
- X
- X
X
L 11
�3
0
2�
2�
q
q o ,
FOUND 3.5" X 3.5"
CONCRETE MONUMENT
NO I. D.
S89',36'00 "W
S88'50'15 "W (D)
SOUTH LINE
PARENT TRACT
6' CHAINUNK FENCE
W/ 1 ' 6AR8ED WIRE
Y
200-00
FOUND 3.5 " X 3.5 "
CONCRETE MONUMENT -
NO 1, D.
30.5'
I�
lloq�
ti
q 0�
I
0q �
NORTH
SCALE: 1' = 20'
20 0 10 20
BE4RWI38 ARE CM
_ ®
I
I
�I
I
2
I
�I
Ll
I
I
30'
eW I
N
of
Z
Rq . 1
0
I
I
FOUND 5/8"
IRON ROD
D. C. JOHNSON
FLOOD ZONE INFORMATION
COMMUN" NUMBER PANEL NUMBER SUFFIX DATE OF FIRM FIRM ZONE
120235 0005 C 12/17/91 X
a J pl 12' DOUBLE
X NORTH LINE 6' CHWAILINK FENCE q ACCESS GATE S q gp1P
PARENT TRACT W/ 1 ' BARBED WIRE
P. O. B. 0 FOUND 518'
(PARENT TRACT) q \- NAIL & DISC
x I I LB 4514
I
X X --
SEE DE TAIL OF
METRO PCS
LEASE PARCEL
x
x
x
4
X
X
SELF-SUPPORT TOWER
28' 14'52.75 " NORTH
082' 11 " WEST
PARENT TRAC
OWNER NAME C/TY OFZFJ`Y ' -L8
PARCEL /a 02 26 21- OA80 -OOA00 -0070
OR. BOOK 806, PAGE 104, P.C.R
A PORTION OF
TRACT 'A'
TYSON SU BMISION
PLAT BOOK 4 PAGE 109, P.C.R.
A PORTION OF
THE SOUTH ONE -HALF (1/2) OF
THE SOU7HWEST ONE - QUARTER (1/4) OF
SECTION 2, TOWNSHIP 26 SOUTH, fl4NGE 21 EA8T
PASCO COUNTY, FLORIDA
SURVE DATE: 04/30/11
DRAWN: WSP
CHECKED: WSP
BASE FLOOD ELEVATION LOWEST FLOOR ELEV: MA WS
DWG FILE: 1 1- 1036.DWG
N/A N/A JOB FILE:
O
O
N
V
3�
2
3
W3
�
Ym
2�
No.
O�
i � ,$
o$
($
DATE
P. 0. C.
(PARENT TRACT)
(METRO PCS -\
LEASE PARCEL)
REVISION
DETAIL OF EXISTING TOWER COMPOUND T- MOBILE A2G0082A - TAM 681B
AND METRO PCS LEASE PARCEL NORTH �
I L
T MOB /LE A2GO082A - TAM 6818 SCALE 'I' 10'
p COUNTY ROAD N0. 54
� ,�
10 0 5 10 3 Q
THIS o
SITE
BE4RA4W ARE CAD J ® HENRY DRIVE Li_
w 3
G!
T
-Fn � NORTH AVENUE
LOCATION SKETCH
SECTION 02- T26S -R21 E
NOT TO SCALE
�� - - - -- --- - - - - - ------------------------ - - - - -- -�
_
LEGEND
q,R \ P.O.C. POINT OF COMMENCEMENT
P.O.B. POINT OF BEGINNING
I P.C.R. PASCO COUNTY RECORDS
- /
0. R. OFFICIAL RECORD
/ L. B. LICENSED BUSINESS
DrRr OR1Y£WAY R/W RIGHT -OF -WAY
S89'5327 1997.3 ' E/P EDGE OF PAVEMENT
l NORTH LINE OF THE � - - I (D) DEED
I �qv�0 S. 112 OF THE S. W. 114 OF \ (M) MEASURED
[_ SECTION 2, 726S, R21 E \ GO
�I e q, - -- - - - -� ��• SPOT ELEVATION
--------- -
h I �Q •-.. -_, v , � 6 ® WOOD UTILITY POLE
o I oo i T❑ TELCO SERVICE
FOUND 3.5' X 3, 5 "
FIRE HYDRANT
CONCRETE MONUMENT I DIRT DRIVEWAY
RLS 827 -� GUY AN CHOR WIRE
n OAK TREE
0
qti 35.0'
0
V
W
92.0 (FENCE COMPOUND) -
I X - X FENCE (TYPE NOTED)
q 'v 16.0' DOUBLE GATE q�' , x
NORTH LINE q� � 'S.0' X 8,5' 6.5' CHA/NL/NK FENCE I
OH - oN OVERHEAD UTILITY
PARENT TRACT CONCRETE PAD W/ I' BARBED WIRt
VACANT $ PRIVACY SLATS
qti• •�. x DESCRIPTION OF PARENT TRACT
LAUREL OAK (PER OFFICIAL RECORD BOOK 806, PAGE 104 OF THE PUBLIC RECORDS OF
18 LAUREL OAK yti k p I PASCO COUNTY, FLORIDA)
x COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH 112 OF THE
5. o' x 8.5' SOUTHWEST 114 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, IN
2 9 CONCRETE PAD OAK I PASCO COUNTY, FLORIDA, RUN S88'50'15 "W, 1796.6 FEET ALONG THE NORTH
h, Z vAr wT x LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 114 OF SAID SECTION 2, THENCE
O o 4 @ ,v RUN SOUTH 19. 1 FEET FOR A POINT OF BEGINNING; SAID POINT LYING ON THE
+� I SOUTH RIGHT -OF -WAY LINE OF HENRY DRIVE, THENCE CONTINUE SOUTH 200.0
FEET, THENCE RUN S88'50'15 "W, 200.0 FEET, THENCE RUN NORTH 200.0 FEET
® Y x TO THE SOUTH RIGHT -OF -WAY LINE OF HENRY DRIVE, THENCE RUN N88'50 "E,
ELECTRIC POT 4.7' x s.o' 3 � 200.0 FEET ALONG SAID RIGHT -OF -WAY LINE TO THE POINT OF BEGINNING.
UNDERGROUND I
CONCRETE 2 o 'k BEING A PORTION OF TYSON SUBDIVISION, AS RECORDED IN PLAT BOOK 4, PAGE
W
O 2 4 + CONCRETE EQUIPMENT 1.0' CONCRETE STEP ENTRY PAD x 2 109, PASCO COUNTY RECORDS.
2 m & GENERATOR PAD
s PR /NT" I TOWER INFORMATION -SELF SUPPORT TOWER
h
�2Ir� x `��� LATITUDE = 28'14'52.75" NORTH
LONGITUDE = 082'11'' WEST
4011 q _ c` NORTH AMERICAN DATUM 09.4 OF 983/2007 (NAD 83/07)
i
e?` 10.0 EXISTING MAXIMUM TOWER ELEVATION = 282.0 FEET
PCs q1. q�� q Ox EXISTING MAXIMUM TOWER HEIGHT = 191.0 FEET (ABOVE GROUND LEVEL)
LEASfEPAf�CEi. Y - � o I EXISTING MAXIMUM ACCESSORY ITEM ELEVATION = 292.5 FEET (LIGHTNING ROD
(210.0 SQUARE FEET) a.o' x 21.0 EXISTING MAXIMUM ACCESSORY ITEM HEIGHT = 201.5 FEET (ABOVE GROUND LEVEL)
CONCRETE EQUIPMENT , i Q x EXISTING AVERAGE GROUND ELEVATION AT TOWER = 91.0 FEET
- & GENERATOR PAD
589'43'10 E 21.25_ - - S89W � 'VERIZON WIRELESS" ` 4i (A 14.00 ( ( NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88)
q,� � i i i q ° ,h �
2
W (METRO 0. s -_ q ,1q C� REPORT OF BOUNDARY AND TOPOGRAPHIC SURVEY
1. THE PARENT TRACT SHOWN HEREON IS BASED ON A SEARCH CONDUCTED BY
LEASE PARCEL) % A` � c RA v EL ,y x WSP CONSULTANTS, INC. OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
o 2. UNLESS OTHERWISE NOTED HEREON RECORD AND MEASURED VALUES (SHOWN)
x ARE IN SUBSTANTIAL AGREEMENT.
21.0 N89W 3. THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EXISTING FEATURES WITHIN
I
• THE PARENT TRACT FOR THE FUTURE INSTALLATION OF METRO PCS EQUIPMENT.
14.00 CONCRETE ,�O
PAD EXTENSION q� q = = _ x 4. THIS SURVEY IS CLASSIFIED AS COMMERCIAL /HIGH RISK AND EXCEEDS THE
MINIMUM RELATIVE DISTANCE ACCURACY OF 1 FOOT IN 10,000 FEET AS
REQUIRED BY THE FLORIDA MINIMUM TECHNICAL STANDARDS (5J- 17.050
SELF SUPPORT TOR x THROUGH 5J- 17,052 F.A.C.). THE ACCURACY OBTAINED BY MEASUREMENT AND
2 _ ' " CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS
28 14 52.75 NORTH
4, 08211'09.49" WEST q0�� REQUIREMENT.
3y C�l 5. THE HORIZONTAL FEATURES SHOWN HEREON ARE PLOTTED TO WITHIN 1/20
3.0' X 7.7' �:_ 1 p0 �q p0
2 CONCRETE q'`' 9 q�' q�' � OF THE MAP SCALE.
GENERATOR PAD 3.7 X 12 .8' / GE 6. HORIZONTAL AND VERTICAL DATA SHOWN HEREON WAS OBTAINED UTILIZING A
CONCRETE
Q 1 0 q p1 ARE "LEICA TCRA 1105" TOTAL STATION AND "ALLEGRO CE CARLSON" DATA
EQUIPMENT PAD
T a`' "r- MOBILE' t�� s y
quo COLLECTION SYSTEM.
a c' y 1A
5.0' D44METER 6y ,JA S( 7. ELEVATIONS OF WELL - IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND
CONCRETE ��� PR MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL ACCURACY OF 0.1'.
TOWER SUPPORT
(TYPICAL) / I. 8. HORIZONTAL FEATURE LOCATION IS TO THE CENTER OF THE SYMBOL AND MAY
- ® METER RACK BE ENLARGED FOR CLARITY.
q _ X X X - X W/ METER oy 1 A ��� O� 9. UNDERGROUND FOUNDATIONS AND /OR UTILITIES HAVE NOT BEEN LOCATED.
X 5g X - X X - X - X - X _.�/ 7hff$0(fJ'j-/OW- HALF(112,) 0= 10. FLOOD ZONE INFORMATION SHOWN HEREON WAS OBTAINED FROM THE
THE SOU77 WEST OW- OUARTLR (1/4) OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP
w/ !� BARBED w IRE BEC"OV 2 TOW 26 SOWN RA1K>wE21 EAST (FIRM).
et PRIVACY SLATS OACN COIAVTY C ^
1 1. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88) AND ARE REFERENCED TO N.G.S. SURVEY
CONTROL POINT: "Q 106 RESET ", AL #6393, ELEVATION 98.92 FEET.
12. THE VALUES FOR THE LATITUDE, LONGITUDE AND ELEVATIONS SHOWN HEREON
ARE WITHIN THE ALLOWABLE TOLERANCES FOR THE FEDERAL AVIATION
ADMINISTRATION 1-A LETTER.
13. THE GRID BEARINGS, LATITUDE AND LONGITUDE SHOWN HEREON WERE
OBTAINED UTILIZING THE FOLLOWING N.G.S. SURVEY CONTROL POINT: "Q 106
DESCRIPTION OF METRO PCS LEASE PARCEL
RESET ", PID #AL6393 THIS SURVEY CONTROL POINT HAS A PUBLISHED VALUE
RELATIVE TO THE NORTH AMERICAN DATUM OF 1983/2007 (NAD83 /07), AS
A PARCEL OF LAND BEING A PORTION OF TRACT A ", TYSON SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 109 OF THE PUBLIC RECORDS OF
PROJECTED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST ZONE).
PASCO COUNTY FLORIDA LYING /N THE SOUTH ONE -HALF (1/2) OF THE SOUTHWEST ONE - QUARTER (1/4) OF SECTION 2, TOWNSHIP 26 SOUTH; RANGE
THE MEASUREMENTS WERE OBTAINED UTILIZING "SOKKIA STRATUS" GPS RECEIVERS
21 EAST, PASCO COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.
AND POST - PROCESSED WITH SOKKIA SPECTRUM SOFTWARE.
"Q 106 RESET"
COMMENCE AT THE NORTHEAST CORNER OF THE SOUTH ONE -HALF (112) OF THE SOUTHWEST ONE- QUARTER (114) OF SAID SECTION 2;
1,424,374.71 N
602,336.78 E
THENC
ENC GRID 5 71W ALONG THE NORTH LINE OF THE SOUTH ONE -HALF (1/2) OF THE SOUTHWEST ONE - QUARTER (1/4) OF
8
CERTIFICATE
S SECTION DISTANCE O 1997 0
THENCE S00'1650'W A DISTANCE OF 18.67 FEET TO A POINT ON THE SOUTH RIGHT -OF -WAY LINE OF HENRY DRIVE;
I, WILLIAM S. PAYNE, DO HEREBY STATE THAT THIS MAP OF BOUNDARY AND
TOPOGRAPHIC SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND IS
ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I
THENCE CONTINUE SOO'16 50'W A DISTANCE OF 45.06 FEET-
FURTHER STATE THAT THIS MAP OF BOUNDARY AND TOPOGRAPHIC SURVEY WAS
COMPLETED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR
THENCE S89 E A DISTANCE OF 21.25 FEET TO THE POINT OF BEGINNING;
SURVEYING AND MAPPING STATED IN RULES 5J- 17.050 THROUGH 5J- 17.052 OF
THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FLORIDA STATUTES CHAPTER
THENCE CONTINUE S89'43'10'E A DISTANCE OF 14.00 FEET;
472.027.
THENCE S00 A DISTANCE OF 15.00 FEET-
NOT VALID 'WITHOUT
THE SIGNATURE AND
THENCE N89'43'10'W A DISTANCE OF 14.00 FEET-
� Y THE ORIGINAL RAISED
THENCE N00'1650E A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING
WILLIAM S. "PAYNE SEAL OF A FLORIDA
PROFESSIONAL SURVEYOR AND MAPPER #LS 5685 LICE AND MAPPER SURVEY
SAID PARCEL OF LAND SITUATE WITHIN PASCO COUNTY, FLORIDA CONTAINING 210.00 SQUARE FEET MORE OR LESS.
WSP CONSULTANTS, INC. #LB 7188
STATE OF FLORIDA WILLIAM S, PAYNE
LS #5685
ffspcomsmitalux Ime.
MAP OF BOUNDARY AND TOPOGRAPHIC SURVEY
PROJECT NO:
SURVEYORS &MAPPERS
T'- MOBILE A2G0082A - TAM 681B
11 -1036
i9oo6 iST STREET S.W., LUI"L, FL 33548
PREPARED FOR:
SHEET NO:
PHONE (8 909 -2420
mdropcsK
PROFESSIONAL SURVEYING & MAPPING CERTIFICATE OF AUTHORIZATION:
LB 7188, STATE OF FLORIDA
LOCATED IN:
PN .q c-n r-nl 1N'T'Y ;= nPIne
1 OF 1
BY