HomeMy WebLinkAbout98-7428
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
7428 -13
Date
/- eJ.'-?r
~~~ ELECTRICAL PLUMBING MECHANICAL
Pmperty Ow.., q?;T
Job Address: 6"~ _2 "" '..:7.;1(.4 .
Parcell.D, # ~ -;;l.6 - CJ-/, ~ Cl.f-e . oOA---lJO- (:>o? l>
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code: Radon Gas:
DescriPtion of wo~.h C'~:..-<<~ d~.::t;-~
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
City License Registration #
State Certified License#
02~bo
Inspector
p~'m;tFe"A~
Slgnature_ -1..._
Company
Address
Telephone#
Valuation or
Contract Price
'-
~ ~J~
)
~~ 1t9~-fl
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
S' J..b tit Ifi "'1(
Tp. Serv,
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
Fo.kr F.r O~ l~ 'J.{l.t.(hv g:11 '11
reoi-u' F",. Coc...J lei.; ~{~ fa. ~ &,
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($t6.0a) shall be made for each trip for each trade:
~tTD
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible,
a.
b.
c.
d,
e,
f.
g,
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
OWNER'S NAKE
APPLICATION FOR PERMIT .
CITY OF ZEPHYRBILLS g;..5 - 02 () ~- - / ~ ;). y
BUILDING DEPARTMENT Pl'ck ("/Y1$,e 1-:
110 7-d'f~~cf'f'5
PHONES; 1> r 24'3 - 32tJ()
~2"Z cYJ'/Z~~ PIUI~,j);R. ~ /~h P/'!, Pi 3.3 639-
.
~ 2/7 e l:.!f $;:' Z/dP1I Y/ZII/tL.f ~ PI.. 3:J S-~O
f-J? T
.- ~
OWNER'S ADDRESS
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION -rY .5 O}J
PARCEL 1.D.' I) Z -26 .2/- oO!Jo -tJoA-OQ -t/tJ]O
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:-A-New Construction _Addition ---A1teration ~epair _Install
_Sign
--"ove
_Deaolish
PROPOSED USE: _Single Faaily
-A.-<=<-ercial
_M/F _' of Units _M/H
_Indust. _Swia. Pool _Other
_Restaurant & Health Department Approval
DESCRIPTION OF WORK: 7El~CeJhN()AJICfi170.u .gJfJ1~p
BUILDING SIZE:
x
Square Feet.
Height
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
.LBUILDING
~ELECTRICAL
$
PERMITS REOUESTED
80; ()tJ {J Valuation of To.tal Construction
PS7Z17/1 -# 7215 /It.-l2c;11PY ISJV/:""P
/ tJ 0 AMP Service )( Florida Power Corp.
W.R.E.C.
--1fECllAlUCAL
$
Valuation of Mechanical Installation
_PLUKBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FIlITSHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
******************************************
BUTT .DD.
CONTRACTOR SECTION
k?~~~ COMPANY FL ljd!l .J}jfrv1t.-"L
/1... ' . - (f State Cert. or Regist.' L! G e.. - OJ? 55"9
S/;,vEY '~LL City License llegistration t ;2;), " 0
******************************************
~
Signature
RI.RCTRICIAN COMPANY
State Cert. or Regist. .
SignAture City License Registration .
******************************************
PLmtBER COMPANY
State Cert. or Regist. .
Signature City License Registration .
******************************************
MECHANICAL COMPANY
State Cert. or Regist. .
Signature City License Registration .
******************************************
OTRRR COMPANY
State Cert. or Regist. .
Signature City License Registration #
.....*.*...***.***.**.*.*.**.*..**********
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERM!'l' AFFIDAVl'l'
A. NOT1CE OF DEED RESTRICTIONS
The undersigned understands that this per.it .ay be subject Lo "deed restrictions" which .ay be lOre restrictive tban'City
regulations. the undersigned assWles responsibility for co.pliance with any applicable deed restrictions.
B, UNLICENSED CONTRAC'l'ORS AND CON'rlmC'l'On RESPONSIBILI'I'IES
If the owner has hired a contractor or contractors to undertake work, tbey .ay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, botb the owner and contractor aay be
cited for a .isde.eanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requirelents .ay apply [or the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813)
788-6611.
FurtherlOre, if the ONner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather Ulan the contractor, are responsible for the work. If tbe contractor wisbes you .to sign
as contractor that .ay be an indication that he is not properly licensed and is not entitled to per.itting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND U'l'ILl'l'Y CONNECTION FEES ,,~
D. CONSTRUC'rION LIEN L1\W (CHAPTER 713, FLORIDA STA'l'UTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOWDer'a Protection
Guide" prepared by the Florida DepartJent of ^griculture and ConsWler Affairs. If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described docu.ent and pro.ise in good faith to deliver it to the
"owner" prior to COMenCelent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the infor.ation in this application is accurate and that all work Nill be done in co.pliance with all
applicable laws regulating construction, zoning, and land developlent.
I
Application is hereby .ade to obtain a per.it to do work and instailation as indicated. I certify that no vorl or
installation has cOllenced prior to issuance of a per.it and that all work will be perfolled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of otber goverDlental agencies .ay apply to tbe intended wort, and that it is
,y responsibility to identify what actions I .ust take to be in co.pliance. Such agencies include but are not lilited to:
* Departlent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and RnviroDlentally Sensitive Lands,
Water/Wastewater TreatJent
I Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
I ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
I DepartJent of Healtb , Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater rreatJent, Septic ranks
I US EnvironJental Protection Agency - Asbestos abateJent
I also certify that, if fill .aterial is to be used in Flood Zone "A" or "A,etc.., it is understood that a drainage plan
addressing a "co.pensating volUle" will be sub.itted which is prepared by a professional engineer registered in the State of
Florida prior to per.it. issuance.
. A per.it issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
Bet aside any provisions of tbe technical codes, nor shall is~u~nce of a per.it prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becoie invalid
unless the work authorized by such per.it is cOllenced witbin Sil IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of Sil IOnths after the tile the work is cOllenced. One 90 day eatension of tile, Jay be
allowed for the per.it with fee charge of $15.00. The extension sball be requested in writing to the Building Official. An
approved inspection .ust be logged during each six IOntb period, or tbe project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCEHBNr HAY RBSULT IN YOUR PAYIIIG TWICK FOR IHPROVIIIIIIS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORIEY BEFORB RECORDING YOUR HOTICI OF
COHHENCIHENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RICORD AND POST A "NOTICE OF COHMINClMEIfT".
~'''''~~'''''~
SIGNATURB: OWNER OR AGRNT \
SlmfZ~4-
. I
STATE OF FLORIDA
COUNTY OF ~"-'
The forego!' 9 itfrt wa. acknowledged
before me this ., 19-..iL by
r;/h]) (,ts.tOO~
who u~ personally knownJto me or who has
produced
as identif'cation
take an 0 h.
STATE OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
was acknowledged
, 19_ by
who is persDnally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
...-.-:--..... <;'. . ,... ~,A ~ 8'JLLARO
<~~\ t: t ,;-,~ "~'.. ,t".lj,r"V-\ ,:'. ~~<t .
@~<-/;:--..~~~.\ MV Ccmm Exp, 10/23/99
~/:,.- .' ,-- '\.
1~I"i:,:T;",rt't)'.'~7'80n a.ad By SSlv.ice Ins
<Ill,...."., .'/'i It>
,~ "'''.....j No. CC504440
\. '---~/,/ ~~-. ,....v ll~- I 0
'-..._.-/ 4l~.~.,y,~.., J''''wn ,,,.,,.r.
111
-r f[..Ut~ IV UA -f-l "i:>N ~Cfl-
~ 2..-/7 ~ --Ix s+..
I,
: I'
i
; !
i, BLDG-. Jff5. (:/0:>
I l PLuw1 P.,.
; M Ut-t .
:. €-Lfc.
; !
, "
:UI~P\T
"
,.,
'1 CoNNlLc...TlD~ F6:..E-~
(JIll-
, '
'1'
I. RA(X:,N &AS
I I / ~~. F--r:-
IV/A:
x
x
)
J~({
.--
{ Z; Iv.::..- L
ttLf45: DO
!,: -rR:r1N5PO(L'TAl(ON ItMpACI ftZ:t2.S
;Jh
"~I
"
~.F+
~q. F-+~_
'.
Prepared by: Nick Glover
Return to: Corporate Legal Review
American Portable Telecom
6902 Cypress Park Drive
Tampa, FL 33634
~
.~
f.t
Pennit Number: Site G082
Tax IO No.: 02-26-2I-0080-00AOO-0070
1111111111111111I1111I1111I11111111111111111111111
98004931
Rcpt: 208&37 Rec: 10.50
DS: 0.00 IT: 0.00
01/15/98 Dpty Clerk
JED PITTMAN, PASCO COUNTY CLERK
01/15/98 11:45a. 1 of 2
OR BK 3866 P61117
\
NOTICE OF COMMENCEMENT
PERMIT NR PARCEL NR 02-26-21-00S0-00AOO-0070
SITE NR GOS2
STATE OF FLORIDA
The UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
CHAPTER 713, FLORIDA STATUTES, the following infonnation is provided in this Notice of Commencement.
LEGAL DESCRIPTION OF PROPERTY
(Street address if available)
Street Address: 6217 Sth Street Zephyrhills, FL
Legal: See Exhibit A hereto attached hereto and hereby made a part hereof.
OWNER INFORMATION
NAME APT Tampa/Orlando, Inc, ADDRESS P.O, Box 31793, Chicago, IL 6063 I -0793
INTEREST IN PROPERTY Leasehold
NAME & ADDRESS OF FEE SIMPLE TITLEHOLDER (if other than owner)
(I) site preparation, (2) fence, (3) tower and foundation, (4) telephone equipment concrete pad, (5) electrical, telephone and grounding
installation
CONTRACTOR
NAME Fluor Daniel, Inc. ADDRESS 100 Fluor Daniel, Dr., Greenville, SC 29607
BOND AMOUNTS
NAME & ADDRESS OF SURETY
LENDING ORGANIZATION
< (Name & Address)
Person within die State of Florida, designated by owner upon whom notices or other documents may be served as provided by
SECTION 713.13 (I) (a), FLORIDA STATUTES.
l~ NAME Tim 0, Basinger, Implementation Manager ADDRESS 6902 Cypress Park Drive, Tampa, FL 33634
~
~ In addition to himself, owner designates the following to receive a copy of Lienor's Notice as provided in
SECTION 713.13 (I) (b) FLORIDA STATUTES: of
(NUl'll e) F Address}
EXPIRA TION DATE NOTICE OF COMMENCEMENT
(One year fonn date of recording, unless specified)
Signature of Owner APT Tamp~rlando'Jnc. Printed Name Tim D. Basinger
By: '"":'\. ~. - Title Implementation Manager
r CERTIFICATION
STATE OF FLORIDA COUNTY OF ;/;.-fJl/1 fj:nAuuJ....J
-. I9t# Pbll,L-w-, I~ '
The foregoing instrument was acknowledged before me this ICf~ day of [)u A_ \
who is personally known to me or has produced as identification ~~ (dif!.nQ\)1~~\8!l;?llth Ill.>; OCID
,,_____ - -. .' "_ ,'I
" lk~/' - ~\~ My Comm Exp. 10/23/99
Commission NR ",:'(~u; "l.i"':oIBcnrlArl Rtf <::.'",~.:__
\ \: _"~i..e~./" (~\ilP1I1'l(" ''':1'.,0' A 1'\
" '- - / /..
Space above this line for recording data
FATIC~(Rev. 9-78)
. ~ 4tI'
First American Title Insurance Company
SCHEDULE
A
(Continued)
OR BK 38e,.e,. P6 1118
2 of 2
Commitment No. FA-CC-
Agent's
File No.: 98-00616-7
JW/SJL
Policy No.:
Commencing at the Northeast corner of the South 1/2 of the
Southwest 1/4 of Section 2, Township 26 South, Range 21 East, in
Pasco County, Florida, run S 880 50' 15" W, 1,796.6 feet along
the North line of the South 1/2 of the Southwest 1/4 of said
Section 2, thence run South 19.1 feet for a Point of Beginning;
said Point lying on the South right of way line of Henry Drive,
thence continue South 200.0 feet, thence run S 880 50' 15" W,
200.0 feet; thence run North 200.0 feet to South right of way
line of Henry Drive, thence run N 880 50' 15" E, 200.0 feet
along said right of way line to the Point of Beginning. Being a
portion of TYSON SUBDIVISION, according to the map or plat
thereof as recorded in Plat Book 4, page 109, of the public
records of Pasco County, Florida.
,; .
~TA TE Of FLO~lDA
C()~.~~-~1~'l ()F :,:;/~.SCO
~~/ ,.2;';g~i~'~~~:;~;~~)};':;!
RT
D.C,
GRADE .t'
o
...
Cl<
W
'"
W
Cl<
1S~
~!
f;l~
d~
[ff5
~~
"'...
--1!
I I
I
\' CHAMfER
"C. """"1
.
q
.
W
f-
0
Z
Z
0
..... ~
f- $-01
<!:
q
Z
::J
0
u...
0
f-
lY
W
u...
W
IY
.
0
I
?u
~
,,'. .
6'-0'
""'''''' ",ssJ
Q;) ~c~f lJP N
USE VALMONT SUPPLIED TEMPlATE
IN SETTING ANCHOR BOLTS
NON-SHRINK GROUT
If REQUIRED BY TO.....ER MANUf.
(5) U T[ES I! )' D.C. TOP
ANCHOR BOLT ASSEMBLY BY VALMONT
AND SET BY CONTRACTOR
1 4 T[ES I! 16' D.C. TYP.
(5) 14 TIES I! )'
CAISSON DESIGN CRITERIA-PER LEG
BASE SHEAR = 47.52 KIPS
DO.....N.....ARD = 510.54 KIPS
UP.....ARD = 471.18 KIPS
CONCRETE VOLUME = 45 C~ Y~ PER CAISSON
00
-0-0-
00
FOUNDATION PLAN
PLAN NOTES.
1. VERIfY ANCHOR DOLT LAYOUT AND QUANT lTlES
PRIOR TO CONSTRUCTION,
6'-0' DIAMETER CAISSON
)' CL-
GENERAL NOTES
I. CONCRETE
~ ALL CONCRETE SHALL CONfORM TO THE SPECIfICATIONS fOR STRUCTURAL CONCRETE fOR
BUILDINGS, AC! 301-89
B. ALL CONCRETE SHALL BE MADE .....ITH STONE AGGREGATE So SHALL DEVELOP 4000 psi MIN.
COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE MIX DESIGN, 6 1/2 SACKS Of CEMENT
MIN[MUM PER CUBIC YARD,S' MINIMUM, 7' MAXIMUM, SLUM?, 3/4' MAXIMUM AGGREGATE.
C, ALL REINfORCING SHALL BE HIGH STRENGTH DEfORMED BARS, GRADE 60, ASTM A615-87,
.....ITH 60.000 psi MINIMUM YIEL D POINT.
D. REINfORCING PROTECTION, CONCRETE POURED AGAINST EARTH.....................). UNO.
E. ALL BAR LENGTHS ARE NOT DRA.....N TO SCALE. NO SPLICES or REINfORCEMENT SHALL BE MADE
EXCEPT AS DETAILED OR AS AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, .....HERE
PERMITTED, SHALL BE A MINIMUM Of 4D BAR DIAMETERS UNLESS NOTED,
f. DETAIL BARS IN ACCORDANCE .....ITH ACI DETAILING MANUAL So AC! BUILDING CODE REQUIREMENTS
fOR REINfORCED CONCRETE.
G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINfORCING AT THE POSlTlONS SHO.....N ON
THE PLANS.
2.
fOUNDATIONS
~ CAISSON DESIGN BASED ON REPORT BY LJ NODARSE S. ASSOCIATES, INC. Of TAMPA, fL DATED
DECEMBER 15, 1997(No.96T-107 J-9). LJ NODARSE S. ASSOCIATES. INC. TO OBSERVE AND APPROVE IN
.....RIlING CAISSON DRILLING AND POURING Of CONCRETE. CONTRACTOR SHALL PROVIDE ADEQUATE
ASSISTANCE AND NOTlfICAT[ON TO ACCOMPLISH THIS REQUIREMENT.
B. SOIL REPORT INDICATES PRESENCE or SHALLO..... WATER TABLE. TEMPORARY STEEL CASING
AND\DR SLURRY DISPLACEMENT MIGHT BE REQUIRED. CONSULT LJ NDDARSE S. ASSOCIATES, INC..
C. USE Of PERMANENT STEEL CASING IS NOT ALUNED.
D. roUNDATION DESIGN ASSUMES THAT THE SILTY CLAY LAYER SHO.....N IN THE SOIL BORING AT 30 fT
EXTENDS .....ELL BELO" THE BOTTOM Of THE CAISSON. IT IS THE CLIENT'S RESPONSIBILITY TO CONfIRM
THIS ASSUMPTION AND TO NOTlrv roUNDAT[ON ENGINEER If ACTUAL CONDlTlONS DIffER.
- 26-19 VERTICAL BARS
fULL LENGTH or CAISSON,
EQUALLY SPACED
14 TIES I! 16' D.C.
12- 19 " 12' LONG VERTICAL
AROUND ANCHOR BOLT CAGE
EQUALL Y SPACED
~ SECTION
REfER TO VALMONT TO.....ER DRA.....INGS fOR CENTER
Of BOLT CIRCLES AND NUMBER or BOLTS PER CAISSON.
fOUNDATION CATEGORY 'NON-STANDARD'
~
~
I 1/13/98
l~ CATt
CONSTRUCT JON
AMERICAN PORTABLE TELECOM
SITE ID No. A2G-082-G, ZEPHYRH!LLS
PASCO COUNTY, fL
195FT-1D5fOlph TOWER FOUNDATION
VALMONT JOBlt lM337-01
SEMAAN ENGINEERING
(402) 333 7870
~IM337-S-01
LDS RIS
DvH HKD
IS$~D rOll
...
,. lM337-01
I
I
...
I
I
I
I
APT -8T8-2G082G
APT
o
Tampa / Orlando, Inc.
VALMONT TOWER
CODES
PROJECT TEAM
GENERAL NOTES
VICINITY MAP
{,
1.3 OCCUPATION"l. SAfETY
AND HEALTH STANDARDS (OSHA)
1.4 NATIONAL ELECTRIOL CODE
1.5 UNIFOR~ MECHANICAL CODE
ALL CONSTRUCTION SHALL COMPLr WITH
THE LATEST ADOPTED EDITION OF THE;
1.1 THE STANDARD BUILDING COt'E
'994 ed.. AND All LOCAL C.JOe:S
IN ~ICH THE PROJECT IS B(ING
CONSTRUCTED.
12 INDUSTRIAL CODE (ANSI)
15. CONTRACTOR SHAlL NOTIfY mE ARCHiTeCT IF OCTAII.S ARE
CONSIDERED UNSOUND. UNwr:. NOT WATERPROOF, OR NOT
WITHIN CUSTOMARY T1WlE PRACTICE. If" WORK IS PERFORMED,
IT WILL BE I<SSUMEO THAT mERE IS NO OBJECTION TO mE
DETN!- OCTNLS ARE INTeNDED TO SHOW THE END RESUlT Of
mE DESIGN. ~INOR MOOIFlCATIONS l.IA Y BE REQUIRED TO SUIT
JOB CONDITIONS, AND SHAlL BE INCLUDED I<S PART Of mE
WORK.
16. EXISTING QEVATIONS AND LOCATIONS TO BE JOINED SHAlL BE
V1:RIFIED By mE CONTRACTOR BEFORE CONSTRUCTION. IF
THEY OlffiR FROM THQSE SHOWN ON mE PlANS, mE
CONTRACTOR SHAlL NOTlfY mE ARCHITECT SO THAT
~OOlflCATIONS CAN BE ~AOE BEfORE PROCEEDING WITH
THE WORK.
17. ALL SY\<BOLS AND ABBREVIATIONS USED ON mE DRAWINGS
ARE CONSIDERED CONSTRUCTION STANDARDS. IF mE CON-
TRACTOR HAS OUESTIONS REGARDING mElR EXACT ~EANING,
THE ARCHITECT SHAlL BE NOTIfiED FOR ClARIFICATION BEFORE
PROCEEDING Wlm THE WORK.
18. T\1E CONTRACTOR SH4LL PRO"DE ALL NECESSAAY BlOCKING,
BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL
OTHER ITeMS REQUIRING mE SAME.
19. CITY APPROV1:D PlANS SHAlL BE KEPT IN A PIAN BOX AND
SHAlL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS
SHAlL REFliCT SAME INFOR~ATION. mE CONTRACTOR SHAlL
N.SO loWNTAlN IN COOO CONDITION. ONE COMPUTE SET Of
PlANS Wlm "l.L REVISIONS, ADDENDA ""0 CHANCE ORDERS
ON mE PREMISE AT ALL TIMES. mESE ARE TO BE UNDER mE
CARE Of mE JOB SUPERINITNDENT.
1. THE CONTRACTOR SH4LL SUPERYlSE ""0 DIRECT ALL WORK.
USING HIS BEST SKILL AND ATTENTION. mE CONTRACTOR
SHAlL BE SOlELY RESPONSIBLE FOR ALL CONSTRUCTION ~EANS,
~ET\10DS, TeCHNIQUES, PROCEDURES AND SEDUENCES FOR
COORDINATING ALL PORTIONS OF mE WORK UNDER mE CONTRACT.
2. mE CONTRACTOR SHALL "SIT mE JOB SiTe TO REVIEW mE
SCOPE OF WORK AND EXISTING JOB SiTe CONDITIONS
INCLUDING, BUT NOT UMITID TO ~ECHANICAL, ElECTRICAL
SERVICE. AND OV1:RALL COORDINATION.
3. THE CONTRACTOR SHALL VERIfY ALL EXISTING CONDITIONS
AND DI~ENSIONS PRIOR TO SUBtJITTING HIS BID. mY
D<SCREPANCIES. CONfUCTS OR OMISSIONS, ETC. SHAlL BE
REPORTeD TO FLUOR DANIEL BEFORE PROCEEDING WITH
mE WORK.
4. mE CONTRACTOR SHALL PROTeCT ALL AREAS FROM DAMACE
~ICH MAY OCCUR DURING CONSTRUCTION. mY DAMAGE TO
NEW AND EXISTING CONSTRUCTION, STRUCT1JRE. OR EQUIPMENT,
SHAlL BE IM~EDIATELY REPAIRED OR REPtACED TO T\1E
SATISFACTION Of mE TENANT OR BUILDING OWNER. OR
OWNEI\S REPRESENTATIVE. AT mE EXPENSE Of mE
CONTRACTOR.
5. THE CONTRACTOR SHAlL BE RESPONSIBLE FOR. AND SHAlL
REPlACE OR REMEDY, Af.4Y fAULTY, t~PROPER. OR INFERIOR
MA. Tt:RIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SH.ALl
APPEAR WITHIN ONE YUR AfTER mE COMPl.ETION AND
ACCEPTANCE OF mE WORK UNDER mls CONTRACT.
. 6. mE CONTRACTOR SHALL REMOV1: ALL RUBBISH AND WASTe
l.IATERIALS ON A REGUlAR BASIS, ""0 Sl-W.L EXERCISE
STRICT CONTROL OVER JOB ClEANING mROVGHOUT
CONSTRUCTION. INCLUDING fiNAL CLEAN-UP UPON COMPUTlON
OF WORK. "l.L AREAS ARE TO BE LEfT IN A BROOM CLEAN
CONDmoN AT THE END OF EACH DAY.
7. THE CONTRACTOR SHALL SAfEGUARD mE OWNER'S PROl'ERTY
DURING CONSTRUCTION AND SHAlL REP\ACE mY DAMAGED
PROl'ERTY Of mE OWNER TO ORIGINAL CONDITION OR BETTER.
8. IT SHALL BE THE RESPONSIBILITY OF mE CONTRACTOR
TO LOCA n: ALL EXISTING UTILITIES. ~ETHER SHDWN
HEREON OR NOT, AND TO PROTeCT mEM FROM DAMAGE.
mE CONTRACTOR SHAlL BEAR ALL EXPENSES FOR REPAIR
OR REPLACEMENT OF UTIUTIES OR OTHER PROPERTY DAMAGED
IN CONJUNCTION WITH THE EXECUTION Of WORK.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR mE COMPI..ETE
SECURITY OF THE SITE WHILE mE JOB IS IN PROGRESS AND
UNTIL THE JOB IS COMPl.ETED.
10. mE CONTRACTOR SHALL PRO"OE TEMPORARY WATER, POWER
AND TOILET FACILITIES I<S REQUIRED BY THE CITY OR
GOVERNING AGENCY.
II. ALL CONSTRUCTION WORK SHAlL CONFORM TO THE STANDARD
BUILDING CODE (1994) & N.L omER GOVERNING BUILDING CODES,
THE MOST RESTRICTlVE CODES WILL GOVERN.
'2. mE CONTRACTOR AND ALL SUBCONTRACTORS SHAlL COMPI. Y
WITH N..L LOCAl.. CODE REGUlATIONS AND STATe DEPARTMENT
OF INDUSTRIAL REGUlATIONS AND DI"SION OF INDUSTRIAL
$.AFET'( (OSMA) REOUIREMENTS. REFER TO THE CODES SECTION
OF T\1IS SHEET.
IMPROVEMENTS OWNER
"'T TAMPA / ORlANOO, INC.
5907 B. HAMPTON OAKS PKWY
TAMPA. FLORIDA 33610
CONTACT: DESIGN -ENGINEERING
813 663 1000
~
ROBERTSON & ASSOCIATES
3014 W. ESTRELlA STREET, SUITE 100
TAMPA. FLORIDA 33629
CONTACT: BILLY ROBERTSON P.LS.
813 259 1206
~
CITY OF ZEPHYRHILLS
5335 Bth ST.
ZEPHYRHILLS, FL 335~
813 782 1191
CONTACT: LOUIE SELlARS
BUllDINC OCPARNENT
CITY Of ZEPHYRHILLS
5335 8th ST.
ZEPHYRHILLS. FL 33540
813 782 1191
CONTACT: LDUIE SELlARS
SYMBOLS
HENRY DRIVE
~DETAIL NUMBER
~SHEET NO
SITE--
LOCATION
~OCTAIL NO I
~SHEET NO
ENGINEER/ARCHiTeCT
FLUOR DANIEL
3353 MICHELSON DRIVE
IRVINE. CA 92698
. FLORIDA ADDRESS
5907 B. HAMPTON OAKS PKWY
TAMPA. FLORIDA 33610
CONTACT: DESIGN-ENGINEERING
813 663 1000
UTILITY COMPANY
FLORIDA POWER CORP.
.l8231 5m AVENUE
ZEPHYRHILLS, FL 33541
1 800 700 8744
r-:
(/1
I
f-
ro
@--SECTION LETTER
-J--SHEET NO. WHERE
SECTION 1$ SHOWN
NORTH AVE.
!
:..
~DETAll NUMBER
\. A3~SHEET NO. ~ERE
~ DGAIL IS SHOWN
EQUIPMENT NOTES
PROJECT ADDRESS
621 78th, ST.
ZEPHYRHILLS, flORIDA 3354-0
ABBREVIA TIONS
&--REYIS10N NUMBER
1. N.L RADIO EQUIPMENT PlACEMENT AND INSTALlATION IS BY
AN APT CO. THE GENERAL CONTRACTOR IS RESPONSIBlE
FOR COORDINATING HIS WORK Wlm mE WORK OF omERS
AS IT RElATES TO THE RADIO EQUIPMENT.
2. EQUIPMENT AND TOWER ARE FURNISHED BY APT AND INST"l.LED
BY APT CONTRACTORS.
SHEET
INDEX
ARCHITECT
AMPERE
BUILDING
CATCH BASlN
CENTER liNE
CEIUNG
CONCRETE
CON$TRVCTK)N
CONTRACTOR
OOUBLE
OCTAIL
DiAMETER
DIAGONAL
DIMENSION
OOWN
DRAWING
EACH
ELECTRICAL
ELEVATOR
EQUAL
EQUIPMENT
[XISTlNG
FINISH
FOOTING
GAUGE
GALVANIZED
GROUND
GYPSUM BOARD
ARCI.t
AMP.
BLOG.
C.B.
C.l.
CLG
CONC.
CONST.
CQNiR.
DBL
OET.
DIA.
DIAG.
01"'.
ON.
DWG
EA.
ELEC
ELEV.
EQ.
EQUIP.
EXIST.
FIN.
FTG.
GA.
GALV.
GND.
GYP-BO.
LAMINATED
LICHT WEICHT
LINEAR FEET
MAN HOlE
MINIMUt..l
MISCELI.J'NEOUS
NOT TO 5O"l.E
ON CENTER
PLATE
POl YVINyt
ROOf DRAIN
REINFORCING
REQUIRED
ROOM
SCHEDULE
SO\JARE FEET
SHEET
SlMI!J\R
SPECIFiCATIONS
STANDARD
STEEL
STRUCTURAL
SUSPENDED
TOP OF CURB
TOP OF PA"NG
TYPIOL
TOP OF SLAB
LA~.
LT. WT.
l.!=".
M.H.
NUN.
tJISC.
N.TS.
D.C.
PL
PYC.
R.D.
R(JNF".
REQ'D.
RM.
SCHED.
S.F.
SHT.
SlY.
SPECS.
STD.
STL.
STRUCT.
SUSP.
T.C.
T.O.P.
TYP.
T.O.S.
DRAW1NC
~
T1
SPI
SCI
SC2
El
E2
EJ
Nl ..
L1
l1ill
TITlE SHEET
SiTe PIAN
STRUCTURAL & CML PLAN & OCT NLS
STRUCTURAL & CML DET AII.S
POWER & TeLEPHQNE PIAN & DETNLS
.. GROUNDING PIAN & OCTNLS
ELECTRICAL OCT AILS
. . . . ANTENNA & COAX INSTALlATION
. . . . lANDSCIoPE PIAN
Ef:Lt!.Q.
2
1
1
1
1
o
o
1
1
PROJECT DESCRIPTION
CONDITIONAL USE PERMIT
T11E LEASED POOJECT SITE W1ll HOUSE A TELECOIoIMVNlCAnoN TOWER Wffi1 RElATED
EQUIPMENT. mE EOUIPlolENT W1LI. BE HOUSED IN c.<BINETS SET ON A CONCRETE SlAB.
T11IS F,tC1UTY IS PROPOSED TO BE ,.,. UN""-'<NED F,tCIUTY.
IPT WU flLL-1N ~ ,t{J)NG 8\lI STRff1' I: HENRY ORM: ~ 0CTER\j1NED
II'( RC'.1:W 1lOAAO.
I. CONDITIONAL USE PER~IT NOT APPLICABLE TO mls SITE.
l
i
~
'3. fiGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE.
AND OCTNL DRAWINGS HAV1: PRECEDENCE OVER SMALL
SCALE DRAWINGS. CHECK ACCURACY Of ALL DIMENSIONS IN
THE FIELD. UNLESS SPECIFiCAUY NOTeD. DO NOT FABRiCATE
mY MATER\,4LS OFf -SITE. OR DO ANY CONSTRUCTION
UNTIL mE ACCURACY Of DRAWING OI~ENSIONS HAS BEEN
VERIFiED AGNNST ACT\J.4L fiELD DIMENSIONS.
14. CONTRACTOR SHAlL NOT1fY mE ARCHITECT OF mY CONfLJCTS
OR DISCREPANCIES WlmlN mE CONTRACT DOCUMENTS WITH T\1E
CONTRACT DOCU"'ENTS AND mE FIELD CONDmoNS PRIOR TO
EXECUTING T\1E WORK IN QUESTION.
TOWfR \/fNDOR ENClNfER1NC DRAWINGS
(AfT ACHED)
~
w
~
GfOrrCHNlCAl RfPQRT
(ATTACHED)
z
f
o
~
PLANS PREPARED UNDeR f'W::...-cf
THE: SUPCRYISIOM [J'"l 0<463210
~ ........w ,.. TITLE SHEET
~ "" 1'/11'"
~ """"" w "'"
"""'" w "'" APT -BTS-2G082G
JAN 1 4 1933 """""w "'" SCNL I ORAWIN(; NUMBER 2G08 2
/oS NOTED T1
OCSICN / (NClNURING / CONSTR~T\QPIl
By.
fWOR DAJlIILl~
1'IUCOM~
~ ..""""...,, OWC MO.
01.
~ --------
~ ~
~ -------
I-- ~
I-- --------
I-- -------
~ ,,".
~ D(SCRlPnQN
APT
Tampa / Orlando, Inc.
IQ\ 11/l1/! ISSUED FOR PER~IT '" CDNSffiUCTlON
10 IV"/! REVISED SHm INOEX; n, SPl, 501, '" El
'2\ O1/11Ji~ REY1SED SHm INDEX: n, SC2. N 1 & Ll
l
~
IlOh:e TI4I~_IGl'IUIlI"'A.JItGNe.lIClCIA:
~glfIt.l..d.Q,/Ir&IIG.1.DCf1'OKklM:/II8lfQl
....~"*CfU.IIG.~glM.LOollI
(JI1HI ca--. M: IONiOIUI. ~ NClIWOJ'lD 1'0 fII(1\AIIIl
'lM'Ql~NCl~n.r'IU_.1lIif"llQI)U;:
CQl"ID,WCIlll~Cll:II"08(J1Of118;fU'QI~t.
_l.adpo;;a_~lJfHI:I;1lWIftlll.'M<<Il'.~
APT
Tampo / OrlandO, Inc.
5907 Hampton Oaks Porkway. Suite 8
TafT'po, Florido 336'0
813 663-1000
lee;
I w.N~ CKA....:;($ UAo:)( - ~Sa NOO
..
ewe nLE uPOATED - vrs 0 NO 0
101000.. UPO#"T(O - vtS 0 NOO
PLOT o.-.rt.; 01/09/ge Ch')() nLE NO..: 2GOe2T1
owe
M li~E LI::AtiY
"
~
z
z
~
"
~
REv Of\. Tt
.N -----~
"""" \
.;
\
- -0.<> "'-- - - - 1
""'-'''''
o
K'" OCCl..of',l,n.;)OII)
(DG[aF~!,)fIN(
fI4:~~l..iIfCaFI'!of:SQ(J1JoII/l
aFfI4:SOUJ'h'tfES11/4aFSEClXlftl \
\------.....,,.'''',,,.\+----------i Il
I~...
poc ~Id
IH[IO<,ktll(SfCORN(1IaFfI4: FWC1n.'roo<<:. I;e:
~ckZr ~n~~ ~.;DlsJC e
~Z1&Sf
oJ.'
NOT E S:
~
'"
; Lf'> ~~/1~
<;.. Q'<Efb-W<<:
vi ~
HENRY DR/V[
""-
N 88'SO.'S" E 200'(0)
N 89'18.'0' W 19994'(1./)
".0
EDa aF r.wrr 00'If
SOVt'Il~'" <J€
1/2. Lit W!CAP
P$JJ457J ~
N.89'IS'IO',. 96.2'
..."'"
.
~!"o.w
>If
,r"",
o
1.5'XI5' CONC. PQ.4l)
It'/S. P.v.c. RtSCR
~>If
zr;)olK I" cwr
>If
'r"",
SURVEYORS
I. I<iO IJ~ FO/JM:J,A,T/OHS. STRL-CTVPL'S, IN$T..cLl.A.7"Il;;WS OR WRO\i(J.lCHT'S fiA,o(' BEDI
LOCUED I.Il'ti'S$ O~ ~ I1(REON.. Foca AS SHOWIW << HOT ro scu.
1. sa (.[G[ND(S) FOR S'r\fB<X.S AII)/OII. ~TlOHS f.ISW fQfOH.
J. THIS SuR\{)' IS ~r VALJO UNLESS (lJ8O$SED Irln./ SlJR\oo(YORS SOL AH() WAS Pf<E.PARED F()II,
rf'€ 0:a.USr\{' use or T1-€ CI./Rf?E:.NT C<tfNCRS A'V) AlSO n-1OSC 11'.'110 ~ IJORrr;N;E OR
~ra 1t€ rmI rkfRCTO IHJIOII. On€RS 'IM1OS( /oINCS ~ ON n1[ r.-cE OF THIS
S<JIMY.
rHIS ~ lIi\45 PlID'ARfD IrlTIiOlfl" M fJ[NmT OF .. nn..c SOJlCK 140 f6:r~rs OF
RECORD RUlLCTlNC o.mCRSHIP, CAS04tNTS OR RfGHrs-or-w,4,Y '<<Rf" F7.JRNtSJ<EJ). VNL!SS
OfH(RWfS[ Si10lrN f<tREON.
5. 9CAR1NCS SHO\liN ~fREOH AR( S'SC.D ON THE M;JRTH ~ I..IND OF M: s.?l.i~ 1/2 OF ~
SO(iflM['S1 1/4 OF SU;~ z. SMJ LH 80RS /II Be'"~'15. (, P(R OCSCRl"TION.
5. THE PROJECT ~ APPORS TO BE LClCATED w nooo l~ y. AS PCR
Tf./( F'lOOO WSI./RANCE RAT( w.P or 0lY OF lEPtM<HIlLS. It~ COI.li.tl..lNlrY p~ MAlB(R
1202J5 QO:J5 C. fJ,A.T[t) IZ-11-92.
7. nc'^["Q6' AR( (J;Sf1J ON THE PASCO CO<.IHT'r. f1.ORro,.l" IJ:[HC~ WAA:K 12621.1
a!'#,.r~ . Be. Tf (".c.'(.o.. 1929)).
&. GC~ COORCifNAiO OF Tl1( co. rOt OF Tl1( PROJ(cr <<A. << ~ rOUCIf$:
~~
;..,
'"
. '"
.'" .
e
~
8
;i
0-<"
~~
~O
~ *..
\ >"
;0'-
:..
0:;
'"
iI
~
I
-..
I
L,A71fIJOC. Z4"I~.5<l.I. f'o/OIW'I
LONCHUO(. a2'" II '09.9" WfST
Z4"I~'S!.r /oIOR'J1f
OBTI r'09.~"lf(Sf
,. PVRPOSC OF SI../R'ICr: Sl~ OCV(LO{'l.i(Hf fOR IIPT f,lJiPA/OR'.J.NDO
oI.I'l:-A.,[R-C{)<olDITlOr<l:
l- iAttL~N[
(C) _ CALClJJ.rt:)
CA rY - CAlL.[ TEU::YlS!Qlol
t - C(tHl:Ib..JNE
U!.J',-C;;RRI.JCi,<l.n;:) OltTAt.. PlPE
eLf. - ~Ik Lll<< q:f<<X
CONe. - Ci>lCRl;Tt
(0) _ IlESCRlPl1iJN
D.G.-OO\lt\lGu'f'
l:.P._E.JlGiEI7PAvt:<HT
l:NCll. -l:NC~,",",HT
!.J. No. - ID(NTIf\CATION IoIUMICIl:
l.J' . !ll:[)C "IK
1A. . (RiJN ItOO
L.J. - LlC[~) 11JS1~SS
~ ~
~ a
~ ~
~:?!
8~
C"O I ~~~
2::
~~
o
o
<:
1/2. Lll 'ltjCJ.P I
P"'~"57J "SeT" 1
\
I /
/
r
//1
/
<
"
-...
...'\l("iAl W<<
lECEND:
00 . MtASuA:e:)
H.G.V'. . .....T10NAl.. rLDOCTlC vt:llTICAl. llI'.TI.II
0/.. . cvt:lI: ALL
OV11DIJT\..~RO<AJlIJT1LnYLl~
\P'_"lAT
Pc. . POIHT or C<Al:v",roA(
p C.P - PCI<MI<HT CCl4TRI:L PtlINT
p~ - PAAK!:I: (.....(>>1
pL1. . ?l!:iTUS1Cf.W.. LAND SI.AIl:Y(r:.
P.o.).. roINT or KC.;~ING
P.o.," . PtlINT 17 CQIo<IoEHCt.MtNT
p-O.T.. ~T rI" T(RMlNA.TlON
PSLI'I . Pll:OFUS1Cf.W.. S\Jll:VP:' , l4Af'pcl:
',1. . POINT or TANGe,.;:r
IlL.S. _ ReGISTCIlE) LAND SI.AIl:vt:T'JlI:
lVO. ll:a:J" ~R
lI'w' - ltIGkT-!7"-VAY
Ti)ll..TCl4"ORAIl:YJ(~AARlC
'" F . .....001 r~HC(
"'1'\_,,'''T(RI4:T(1:
",P'. . It'lDD P'CI,/(R POLe
0-(""" Tl.JH$ - *-00.00 MolD/OIl:---SS:S8
a:t<lTC),ALlI<S.
_00---00-00---
fOl./lCl ~~..' CDHC.
WIJ1<i.NOo/f'-;'\:IGIr
"<S'"
"'.
<l>'
S 88'SO'15" W 200'(0)
S 89'17'01" W 199.90'(1./)
,~
.
a
)~
!\ HENRY DRIV[ 0
~ ASPHALT PAV[I./:VT i! L
u
o
~
-c;:
....,
~
~
LJ
-..J
o
V1
...r
~
zr "'"
f-l~
lj l~
e: 't~
V1 , -
. ~~s.
Cl:J ~i~
DESCRIPTION:
LECAL
PROJECT AREA
. PARCEL OF WID LYlNG IN Tli( SOUTH 1/2 OF m, SOUTHweST 1/' OF SECTION
2. TOWNSHIP 26 soum. RANG< 2' [AST, PASCO COUNTY, flORIDA ALSO BEING
. PORTION OF TYSON SUBOMSION. 'CCORDING TO TH, /IN' OR PlAT AS
RECOfIOCD IN PlAT BOOI< " PACE: 109, OF THE PUBUC RECORDS OF PASCO COUNTY,
FlORI[J,4,; SAID PARCEL OF WlO BEING /.lOR, P.<RTK:lURt. Y DESCRiBED .IS FOUCWS..
",
~
"8
C;;
o
'"
z
f
~
..
l"'Q.oIK
FOR A POINT OF REFIRENCE, CO/.l/.l"'CE AT THE NORTHweST CORNER OF THE SOUTH
1/2 OF THE SOUTHweST V' OF SecTION 2. TOWNSHIP 26 SOUTH. RANG< 21 [,<ST,
PASCO COUNTY, flORIDA.. THENCE N88'50'15'E:.. ALONC THE NORTH LINE OF SAlO
SOUTH 1/2 OF THE SOUTHweST 1/' OF SAIO SECTION 2. . DISTANCE OF 667.52
FrTT; mENCE SOO'OO'OO".. . OISTANCE OF 2S FfET TO . PO/NT WHICH LIES
ALONG THE SOUTH RK:HT-OF-WAY LlHf OF HENRY DRIvE', SAID POINT BEING.
POINT OF BEGINNING; THENCE N.89'IS"O'E:.. ALONG SAID SOUTH RIGHT-OF-WAY
LlN'. . OISTANCE OF 96.2 FIET; TH'NCE 5.01...'.9"".. . OISTANCE OF 80.1
FIET; THENCE S5]"';"'2"".. . OISTANCE OF 21.6 FITT; THENCE N88'15'1I""..
. DISTANCE OF 76.J F,U; THENCE N.OO"OO'" "".. . DISTANCE OF 89J reu TO
THE POINT OF BEGINNING.
SAID PROJECT ARC< CONTAiNING 85J9 SQUARE F,U, I.IORf OR LESS.
rOCC1'HER WITH .A. NON-UCtVStl/[ UTILITY OSCM(NT LYlNC SC([N AND ONE-HALf
reu TO THE RICHT ANO SMN ONE -H.ALF reu TO THE LEFT OF . CE:NT,RtIN'
BEING I.IORf PARTK:IJI.ARt. Y DESCRIBED AS FOtLOWS;
FOR A POINT OF REF,RANCE. CO/.lI.IENCE AT THE NORTHweST CORN,R OF THE soum 1/2
OF THE SOUTHweST 'I' OF SECTION 2. TGWNSHIP 26 SOUTH. RANG< 2' EAST,
PASCO COUNTY, flORIDA THENCE RUN N sa'SO" 5' E. ALONG THE NORTH LINE
OF SAID SOUTH 1/2 OF THE SOUTHweST 1/' OF SECTION 2 . OIST.4J<(;E OF 667.52
F,a; THENCE RUN S 00"00'00' E. . DISTANCE OF 25 FID TO . POINT WITCH LIES
ALONG THE SOUTH R/W LINE OF HENRY ORI~ TH'NCE CONTiNUE
S 00"00'00' E. . DISTANCE OF IJO.98 reu; TH,NCE RUN N 90'00'00' E.
. DISTANCE OF 1709 rea TO . POINT OF BEGINNING; THENCE RUN
N J9'58'06' E, . DISTANCE OF 52.J5 FEET TO A POINT OF rr:RI.lINATION.
SAID UTILITY CAS[MENT CONTAJN$ 785 SQUARE FErr. MORE OR LESS
o
~ -
~
~l~CM
l"'~
o<<J
>--.
00
~{;
:X:P
'-'0
::>0
o
0,0,
>If
rllWrf"c.wc
..J1
.. FOo./Io/O~
So ro<. IKKJWCtn
(S,.l8llAHJ"'~
Z;Et:AZ;-DEStJV.PmJV:p;rH~r(AS FURNISHED)
COI./I./ENCING A T THE NORTHWfST CORNER OF THE SOUTH 1/2 OF T"HE SOUTHWEST 1/'
OF SECTION 2, TOWNSHIP 25 SOUTH. RA~GE 21 [AST, IN PASCO COUNTY, flORIDA.
RUN N 88'50"5" E. 557.S2 FEET ALONG THE NORTH LINE OF THE SOUTH 1/2 OF
THE SOUTHWfST 1/4 OF SECTION 2. TH[NCf SOUTH 25 FEET FOR A POINT OF
BEGINNING, $AID POINT LYING ON THE SOUTH RIGHT -OF. WA Y LINE OF HENRY ORf~.
THENCE RUN N 88'50',S' [, 200 FEET ALONG THE SOUTH RIGHT-OF-WAY LINE OF
HENRY ORI~. THENCE SOUTH 200 FEET, T"H[NCE S 88'SO',5" W, 200 FEET,
T"HENCE NORTH 200 FEET TO TH[ POINT OF BEGINNING.
B[lNG A PORTiON OF TYSON SUBDIVISION, AS RECORDCO IN PLA T BOOK 4, PAG[ 109,
PASCO COUNTY RECORDS.
t
i
~
Section 2, Township 26 South, Range 21 East,
, 12/10/9
Sl,RV(:yQR REVIsta--<s
RCYfSC.D PRO.J(C'f N?:O. 5IZ(.' RiI<fOItfD ACCiSS CAS[i,t(}oIf
P(R REQU[S1 OF CtD(f.
"'''
R(V1:SION OCSCRlPnoH
OSGN
"'K
...
OCSICN I ENGINEERING I COtolSTRlJCnQIo/
By
RUOR DAIIIIL,~
DUCOM~
.lPp~O'ot(D
owe 1<<).
APT
Tampa / Orlando. Inc.
II/1W ~sum FOR PER"IT I< CONSTRUCTKlN
1 12/11/'11 RLVISf:D P(R SURvrYOR R(Y1SIONS
...
APT
Tampa / Q1"lando, Inc.
5907 Hampton Oaks Porl<;woy. Syite 8
Tompo, Florida .l3610
813 663-'000
1<<1!liX: rtCS~.... Iiol.S HOt KDt Pv8t&O /IWJ S r,.- $:Xl
PitOPUl'NOI ~~::MIEL/ri'G1I wet Tl)tt€ ~rOll:
~C~I.I!l(ONl..Y.irMOlI.co.cs(l(JlAT\OIlOl1H[~
OI11-d~N(toIl-~~saAlCl~lQ!WJ"RIl
.~R(OUCSf/ri'G"'R(($ri'N.lI'U.MOtaE:~
~W<<Oll:OfH(RW!S(Ol$PQS(CIOICllfl:tCl\.TOll:NCIlfl(CTlT,
IlOlUSCl r__~l"lJRPOStonoTl-WilfOll.~rrlSfI.Iflt1l$1O.
:--L,~;;S-' ,"RO,-\RCl 1..:41::::-:
Tf€ S\..PtRY!S[QN (FI
OH6J210
SITE PLAN t
',/11.....' ~
""
APT -BTS-2G082G
"" SCAU: ORA.WIN(; NUI.(B(R R(V ~
~
AS NOTED G082 SP1 1 a
~-~
...
""""'..
J~J~ 1 4 1933
""0
WODQ. ~rro - Y'(S 0 NC()
PlOT eMf(; 12/'1/97 CADO niL "40...: 2C062sP1 .OWG
HY
t -
~
Ii
~
~
I:
35'-0"
. D
-1<..
~J'
"'-..<
I
.
.
I
.
"
.
. C
6
5
92'-3 1/4"
I
~~
'6' WIDE VEHICLE
ACCESS GATE
EXIST. CHAINLlNK FENCE
;I-
~
4"#57 L1MEROCK OVER~
MIRAFI MlRASCAPE
GEOTEXTILE FABRIC
OR APPROVED EQUAL
i
V EXIST. CHAINLlNK FENCE
NEW
CHAINLlNK FENCE
, C)
:~
-f
. ,ol
I:
"
~ .....,.."
"'"
RC.V tI<"
"""""'0Ci0'llP1100l
o 11/~/l7 ISSU€D fOR P\:RMIT & CONSTRUCTiON
1 11/1l/l7 C<PANOCD PROJECT LEASED AREA & ^l)JUSTED AU. SCALES "'"
olK~l'l..1111fft4
owo MO.
NEW
CHAIN LINK FENCE
SEE DETAIL: ~
~
80'-0"
-1<..
~<
"'-P
~
TOWER ~,)
FOUND~. V
(REF.) j~
65'-0"
76'-0"
- COAX SUPPORT
SEE: ~
'*?/ ~
"'~
~
J
PLAN
'/16" = "-0"
~~
2
t
.- 3' -8"
L
-I 13'-0"
01
T-tB
~
1-12'-10"
BTS CABINET SLAB PLAN
1/8" = "-0"
u
3" CLEAR
(TYP)
#4@'2"E.W.
4"#57 L1MEROCK
SHALL BE COMPACTED
SUBGRADE SHALL BE
COMPACTED TO 95%
RELATIVE DENSITY
FOR THE ENTIRE SITE
BTS CABINET SLAB DETAIL
1/8" = "-0"
APT
Tampa / Orlando, Inc.
~.'~~-,l.~
""
fWOR DANIIL.~
TlUCOM~
APT
Tamp<J / Orlondo, Inc,
5907 Hampton Oaks Parkway, Suite B
Tampo, Florida 3.36' 0
813 663-1000
-m:e lttlI~HlCMI'IUII""""'_.t'lC~
f"IIQf'U(ft rI fI\.UCIlo.--.....e LOt' 111 K~ f'al
1tOlCXlNl"'D8<lW.l.oSQN.'(.IICI.~al1tCl.QoltI
allne~nclOM:llllill~_......uJ1'O~
I' "",*.-o.arMCl ,tQfIIIQ1WCII..........1liif"lQ)U::ID
CXIl"'Q,WII'QA~~rlQIl&:1'U"QlIOICa\.J'.
.. 'AdI ~ /11ft f'I.IIIII"OIf. ottO "'l'Ol...c:at Ie.........
~ FINISHED GRADE
ELEV. 9.3
VAPOR BARRIER UNDER SLAB
6 MIL POL lYlNYL
z
NOTES:
1. SEE TOWER VENDOR DRAWINGS FOR ALL INFORMATION PERTAINING
TO TOWER, TOWER FOUNDATION, ANTENNA CONFIGURATION AND
COAX SUPPORT SYSTEM.
2. UNDERLINED ELEVATIONS ARE EXISTING.
3. SITE PREPARATION, FILLING AND COMPACTION SHALL BE PERFORMED
AS PER GEOTECHNICAL REPORT, ATTACHED.
4. GEOTEXTILE FABRIC TO COVER THE TOTAL FOOTPRINT OF THE SITE,
EXCEPT FOR THE BTS CABINET CONCRETE SLAB AREA.
5. REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60,
ASTM A615-87, WITH 60,000 PSI MINiMUM YIELD POINT.
6. CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDING, ACI 301 -89. CONCRETE SHALL BE MADE
WITH STONE AGGREGATE AND SHALL DEVELOP A 4,000 PSI MINIMUM
COMPRESSIVE STRENGTH IN 28 DAYS.
7. CONCRETE MIX DESIGN: 6-' /2 SACKS MINIMUM PER CUBIC YARD.
5" MINiMUM, 7" MAXIMUM SLUMP. 3/4" MAXIMUM AGGREGATE.
8. SEE E1 FOR CONDUIT STUB UPS UNDER UTILITY CABINET.
9. TOP OF BTS CABINET SUB AND TOP OF THE TOWER FOUNDATION
SHALL BE 2" ABOVE FINISHED GRADE.
fl'LAt-{S f'~AA:(.D UNOCR
THE SlJP(RYISION ITI
0<<63210
STRUCTURAL & CIVIL
PlAN & DETAILS
APT -BTS-2G082G
~~
"'"
0<a<D ..
n/l....'
"'..
JAN 1 4 1993
$CAlL 0fV0WlNG HIJWll(R
AS NOlUl 2G082
F\..Of ewE: 12/"/97 CJi)l) FU tC,; 1GOe2SiC1 .cwo
wooo.. ,-"",,1'!l) - .... a MOCJ
u
~ .
~
!
t
i
~
t
!l
>
~
REV ~
SC1 1 a
. D
.
.
~
.
. C
.
.
.
~ -
~
~
~
6
5
BARBED WIRE
1 1/4"Qj TOP RAIL
~SIDE
2 1/2"Qj END & PULL POST
2"Qj LINE POST
_______ FOUNDATION
/~
&.~~~
'--- WITH GREEN SLATS
~~/
TENSION WIRE
OUTSIDE
2
8'-0"
FINISHED GRADE '\ ~ EXISTING GRADE
.-J "" (MAY VARY)
SUPPORT PIPE
COAX SUPPORT
CONCRETE FOUNDATION
NOTE: SEE VALMONT DRAWINGS FOR
COAX SUPPORT INSTALLATION
INSTRUCTIONS
COAX SUPPORT DETAIL
NTS
Q)
A
=~
,..
""
R('t ""~
coo....
""""""0CSCf\lP110If
....,................
GRAVEL
'"
II. I
ffi1... 3't"
lill~
~~
o' -6" MIN.
SUPPORT PIPE FOUNDATION ~
NTS 'CJ
APT
Tampa / Orlando, Inc.
OCSlG!</EHCt<IXIllI<C/~
""
RUOR DAIII'Ll~
DUCOM~
~
PLANS PREPAR€.D UNJER
THE SUP(RYISmM CF.
N'T
TQmpo / OI"IQnoo. 11"'1<:.
5907 Hampton Oaks Pori<;wcy, Suite 8
Tampo, Florida 3.3610
813 663-1000
...m:a ne~""'IIDl"""""_.K~
~alft.uaIl:~IICl.W<<.K~fQIt
~~\Dl(R..'(,"".~f1IltCL'*
aI ftd...... M~ l'W:llaDoIfGKlI'lUIlaJlO\"lllJll
'~I'llO.DI''''IiQlIIIIQn.-'IIL'''.~
c::go.q,. LlNI' Ill. ~ ..... rI 0I'IIC1U .. 1CMEC":r.
III;JI;IAIEDPQlIf<<~gfloG"""l'QI.-.:Il.'.l'VIHSHt1L
P -:. ,. ,..~' " ,"
_~ "2" ~t
CHAINLlNK FENCE DETAIL
NTS
"""'"
"""""'''
t /L, =..0"
---.
JA~ J 1/~ 1993
""""'''
r
)'-0"
I
)"
G)
0<<632 1 0
STRUCTURAL & CIVIL
OET AILS
APT -BTS-2G082G
"/1"'"
.""
SC"'-E 0fWft<0 HUIoIElEl\
AS t<OKD 2G082
~ a-wt:X'S WD( - 'l'ESQ HOQ OW; f\L ~rm - YES a NO a klOOQ, ~TED - 'lQ a HOC
Mn<E LEAHY
II
,
~ .
~
~
l
~
REV ~
SC2 I a
Pl.Ol' o.re 01/00/00 c.oo fU "'"' 2OOll2SC2 _
. D
~
.
. C
~ -
a
I
~
A
"'" ""~
8
I
6
5
~N~
N~~
16' WIDE VEHICLE
ACCESS GATE
(REF. )
EXIST. CHAINLlNK FENCE
(REF.)
NEW
CHAINLlNK FENCE
(REF.)
UTILl1Y CABINET
SEE:EB
TOWER
FOUNDA~
(REF.) 1
BTS EQUIP.
(REF. )
2"C-3#2 & 1 #8GND
I
I
I
i
1
I.
1
I
J..
43'-0"
PLAN
1/16" =
1'-0"
""""'" llClCRI'llOO
:: ""'""""
""
APT
Tampa / Orlando. Inc.
-""-
o 11/11/1 ISSUED FOR P(R~IT & CONSTROCTION
I 11/11/1 O:PANOCD PRQ.J(CT LW<ll m:A & ~JUST!:D i\ll SCALES ""
/oPT
Tampo / Q(londo, Inc.
5907 Hampton Oaks Porkway. Suite 8
Tampo. Florida 33610
813 663-1000
-1
1'-10 1/2"
J
1'-4"J
0'-11 1/2"
9 ELEC.
Q'" TEL.
\ ......... ......
, ,
",j
NOTE: INSTALL UTILl1Y CABINET IN ACCORDANCE WITH
MANUFACTURER'S (LaBARGE) INSTRUCTIONS.
UTILITY CABINET
N.T.S.
LIGHTNING ARRESTER
100 AMP FUSED
SAFE1Y DISCONNECT SWITCH
G)
2
~ PRESSURE TREATED SUPPORT
/ 25' CUlSS 6 POLE
WEATHERHEAD 1'-0" MIN. FROM
THE TOP OF SUPPORT
6~
5'-0"
~
5'-0"
j
BY UTILl1Y CO. ~
SERVICE ENTRANCE CABLE SHALL Yj'
EXTEND A MIN. OF 2'-0" OUT OF
WEATHERHEAD. NEUTRAL CONDUCTOR
SHALL BE CLEARLY MARKED. PROVIDE.
DIRP LOOP.
100 AMP. METER BOX SUPPLIED AND
INSTALLED BY CONTRACTOR. LANDIS
& GYR UAT11 1 -DG OR EQUAL.
OCSICM / D<CI<ED'OHC / ~
""
RUOR DAJ(IIL,~
TlUCOM";;:I
PLANS PREPARED UNJER
THE SUPCRYISION CFI
~
~ 1't<<I~IM"KOlI"\Al.lStG...TlCb.I:
l"flQI'Vlft.l'UJ.>>I~.....l.DtI"K~PQIl:
'l-Ql~,,*CK.'l'."".~OI1lCl..ClIillIl
.1\C~TlC~I"I'IaIaQ"IIQlI(Q"1lC\.IlIIIl
.W!"I;aM'.l).al'ofIG.IrIOII'IIEQntC.R4....~
o.;ra.WCQlCllll1OtwlC~alQfI&1\J'QI~.
... '*' ,.. ., ~ gn.a aN. f'I;lI. .0 . . f\IIItOG.
SERVICE POLE
N.T.S.
~;::
JAt~ 1 4 1993
- 1 1/2" RIGID GALV. STEEL CONDUIT
19' -0" 3#2 & 1 #8 GND.
NOTES:
1. ALL ENCLOSURES SHALL BE
WEATHERPROOF.
2. SAFE1Y DISCONNECT SWITCH
SHALL BE SUITABLE AS
SERVICE ENTRANCE.
3. CONTRACTOR SHALL PROVIDE THE
ADDRESS OF THE SITE ON THE FACE
2' -COF THE METER HOUSING AS REQUIRED.
8
TO UTILITY CABINET
(TOTAL LOAD 11.82 KW)
PVC
RIGID GALV, STEEL
CONDUIT
0<<63210
POWER & TELEPHONE
PLAN & DETAILS
APT -BTS-2G082G
1VI.......,
~..
sou: 0f',.A.WI<Q H\.IllOCR
AS foI01U) 2G082 E1
WOOEl. ~TtD - 'YO 0 ttJC
P\..Of 0w\TE: 12/"197 C.-DO fU 1<<).. 2G082E1 ..owe
u
. ,
I
I
I
I
I
I
- I
I
I
I
~ .
I
~
t
i
~
t
g
>
f'f:(
,
. D
~
.
. C
.
~
a
Ii
~
~
A
ACoI '''"''
UTILITY CABINET
SEE:~
~
#2 AWG TINNED
#2 TINNED SOLID
COPPER WIRE (TYP.)
CHAINLlNK
FENCE (REF)
GROUND ALL~
CORNER POSTS AND
GATES (TYP.)
@'j
\E7
o 11/11/'1 ISSIJEO fOR PERMIT Ie CONSTRiXTION
"""""'''''"''''''''''
~ ...-..
[D
..
/'"
..
..
= ......"..
""
6
5
..
GROUNDING PLAN
N.T.S.
_ NO.
APT
Tampa / Orlando. Inc.
/oPT
Tompe / Orlando, lne.
5907 Hampton Ooks Porkway, Suite 8
Tampo, Florida .13610
813 663-1000
GROUND ALL
CORNER POSTS AND
GATES (TYP.)
@'j~
\E7 \E7
GROUND ROD
(TYP.) 6j'j
\E7
GROUND BAR ~
\E7
ANTENNA COAX
SUPPORT
SEE NOTE 7
BTS EQUIPMENT (REF.)
'2 TINNED SOLID COPPER GROUND
RING. BURY 3' BELOW GRADE
TEST WELL
f01"\
\E7
~ I ""'""""'" I CO!<STRUC11OM
By.
RUOR DAIIIILL~
TlUCOM~
3
2
II
L [ G [ N 0:
#2
- - - - GROUNDING CONDUCTOR
TINNED SOLID MAIN GND RING
- -I~ EXOTHERMIC WELD CONNECTION
"Y" TYPE
@
GROUND ROD
o
TEST WELL
ELECTRICAL NOTES:
GENERAL'
,. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 1996 EDITION OF
lliE NATIONAL ELECTRICAL CODE AND ANY ORDINANCES OR CODES Of STATE AND
LOCAL AUTHORIl'r' HAYING JURISDICTION, WHICHEVER IS MORE STRINGENT.
2. INSTALLATION Of ELECTRICAL WORK SHALL BE IN ACCORDANCE Willi MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS AND SHALL BE DONE BY CONTRACTOR WHO
HOLDS flORIDA STATE CONTRACTOR'S ELECTRICAL LICENSE.
3. ALL MATERIALS SHALL BE NEW, SHALL COMPLY Willi APPLICABLE ANSI, IEEE, NEMA,
AND UL STANDARDS AND SHALL BE LISTED BY AND BEAR lliE UL LABEL.
WORK PLACE SHALL BE KEPT AS CLEAN AS PRACTICABLE AND UPON COMPLETION, ALL
RUBBISH AND DEBRIS RESULTING FROM WORK SHALL BE CLEANED UP AND REMOVED.
~ .
~
~
GROUNDING'
,. BARE GROUND WIRE SHALL BE COPPER, CLASS A OR B. TINNED SOLID IN ACCORDANCE
Willi ASTM B6. WIRE SHALL BE SIZED IN ACCORDANCE Willi THE NEC EXCEPT WHERE
THE SIZES SPECIFIED HEREIN ARE LARGER THAN lliOSE REQUIRED BY lliE NEC.
2. INSULATED GROUND WIRE SHALL BE CLASS B, STRA'lDED. 600 YOLT. 90 DEGREE C,
XHHW. INSULATED AND JACKETED IN ACCORDANCE WITH NEC.
3. COMPRESSION TYPE CLAMPS SHALL BE HIGH STRENGlli ELECTRICAL BRONZE WITH
SILICON BRONZE CLAMPING BOLTS AND HARDWARE. BOLTS, NUTS, LOCK WASHERS, AND
SIMILAR HARDWARE SHALL BE DESIGNED NOT TO DAMAGE GROUND WIRE.
4. THERMIT WELDED CONNECTORS SHALL BE LffiER-CODED, EXOTHERMICALLY WELDED TYPE.
CONNECTORS SHALL BE CAD WELD OR EQUAl. CONNECTOR TYPE SHALL INCLUDE:
· CABLE TO CABLE "y' AND 'x' CONNECTORS
· STRUCTURAL STEEL TO GROUND CABLE CONNECTORS
· CABLE TO GROUND ROD CONNECTORS
5. GROUND ROD SHALL BE 3/4" DIAMETER COPPER CLAD STEEL. 10 FEET LONG.
6. GROUND SYSTEM RESISTANCE TESTING SHALL BE PERFORMED BY CONTRACTOR AFTER GROUND
SYSTEM INSTALLATION BY 3 POINT METHOD USING GROUND RESISTANCE METER AEMC 4500
OR EQUAL. GROUND GRID RESISTANCE SHALL NOT EXCEED 5 OHMS.
7. GROUND THE ANTENNA SUPPORT AND ALL SUPPORT PIPES.
8. GROUND ROO SPACING WILL BE NOT LESS THAN , X NOR MORE THAN 2X ROD LENGlli.
9. TWO GROUND RINGS (TOWER & EQUIPMENT) TO BE CONNECTED AT 2 POINTS MINIMUM
OR ONE RING AROUN6 BOTH.
10. NOKIA TO MAKE FINAL CONNECTION OF lliE #2 AWe TINNED FROM GROUND LOOP
TO BUS BAR AT BBU.
". NOKIA TO PROVIDE AND INSTALL GROUND CONDUCTOR FROM UIC TO BBU.
i
i
~
........
PLANS PREf'ARf:D UNDER
THE SUf'CRYtSlDN CT,
11}1"""
"'"
MOft:e fHI___~MaI'.:DI~".M~
f"/lI:;Jl"'(lfllf'UQl~".IQlf"1lC~""
~~I4:CltU'.".~I1IK~
tIIfHI ~ M:~PW:ltaQ..IIQlIOS" ~
.loI"QII~_lIlOIl'U;IfttC.WU".1l8"lIIQOI.ClF
Cl:ll"Q.LDI'ClI.~DI8l"O:tm"QNI:1U'Ql~.
.......,......l'\M'C:C0ftG.....~1t<<*.............
0<46J210
GROUNDING PLAN
& DETAILS
APT -BTS-2G082G
i
~
~
~=-.
JAtJ 1 4 1998
E2
~
o
sc.ou: 0AA0t<<I HVWBER
'-S NOTED 2G082
~ CHN<<XS t.W:JE - '\'DC t<<>C OWQ ru: ~tm - YES [J NO [J wooe.. ~TtD - 'f'ES a MOO
Pl.Of o.-.re 12/11/91 CIOO ru: NO.: 2GOS2E2 ..cwo
MH<E LEAHY
I
. D
. .. A. .....
BACKFI:l\ _ :'
SAND Fill ~ 1 : -.'
(DO NOT COYER \ " 0 '
CONNECTOR) '\.: 0
,"ooeo "0. ,:~:' w -0' ~
COPPER CLAD STEEL 1
MAIN GROUND CONDUCTOR ~
SEE PlAN owe FOR NUMBER &
SIZE OF CONNECTIONS
.
. C
GROUND TEST WELL
N.T.S.
~
WALL MOUNTING BRACKET
o
~/
.,
o
/"
~
, ~
, ~
I
ENGRAVED COVER
MARKED "GROUND ELECTRODE"
r DRIVING STUD & COUPLING
. (RE-USE FOR EACH INSTALLATION)
r EXOTHERMIC WELD
CONNECTION
I GRADE OR PAVINe
.j,. - .1 .
I '\ -
"f 7~ I
.
: 0
.0.
o.
. 0
o
. z
g ~
CJ
INSULATOR
1/4", 8", 4" FOR TopI TOWER
1 14", 1 2", 4"W FOR TOP I TOWER
1 I 4"x 24", 4"W FOR BASEl TOWER
SOLID CU BAR
SAUNDER MODEL #SB746
OR EQUAL PRE DRILLED
GROUND BAR
N.T.S.
CJ
REV DArt RCVtSlON O(SCRlPTlON ~ APf>ll:O~O D~ NO.
j'O\ 11/11/! ISSUEO FO~ f'(R~1T t CONSTRUC11OM ~ ------
- ------
- ----
1 - ----
~ - ------
- ------
,
....,.1JR..Ul!,OIo'1:iz..~
I
5
//^................~"'^ 0
.. . I 3 I 2 I I
-*-*-*-X-- BARE WIRE
r GRADE OR PAVING / WHERE REQUIRED n
/
/ ~
, ,
'//,',<0..........~........'<.. FENCE
.'-- STIFFENER
~
.....,
z
~
~ b
....
DRIVING STUD & COUPLING
(RE-USE FOR EACH INSTALLATION)
GROUND ROO, 3/4" X 10'-0" -n
COPPER CLAD STEEL , \I
#2 Awe BARE GROUND
CJ
SEE PLAN Dwe FOR CONTINUATION
GROUND ROD
N.T.S.
~ 18" FLEX I
--C / CONNECTION
rC
FENCE POST~
EXOTHERM WELD~
CONNECTION '>I' X
xxx
xxxx
.p.xxx 1111
b.. xx
/ X
BRAIDED
COPPER
n 1k'Yx
J x
xxx
0~ X X X
xxx ?"x
xx
XV~
r-I--"
/A. "//A. V / /
I 1
I I
I I
I 1
I 1
I I
I I
///:-..,,'u
FENCE GATE
~
#2 AWG GROUND WIRE TO
MAIN GROUND CONDUCTOR
GATE GROUNDING
N.T.S.
APT
Tampa / Orlando, Inc.
APT
Tampo I Odando, Inc.
5907 Hampton Ooks Park.way, Suite 8
Tampo, FloridO .336' 0
813 663-1000
CJ
OCSICfr4 / ENGlNURINC I CONSiRVCT\OfIl
""
FLUOR DAlCIIL,~
nuCOM~
1lC~ fi1lS~~loIJflEOll"V8t..lStOHlSr~SOl.[
PftOKAnOl ~ QH.lIQ.IIG 1S\LHf n)1lC ~rO'l
TI<lIl.COIOf()()(:W..V'51EOfol,.'f./<t'IG"COHS()CF'.':r"ll:lHOIltC~
OIfHS~1lCIlVl'</VlIOlPItCtoltSaUIIJ~fOJlt:t..",.
ll'\,POfIl~NoCl"'IlCES~If'ft.J.NOf!l[~
COPt:'D. LD<< oa OTHUtwtSl 06PQSCl r1I C'IIRt:CTly 01: 1HColRECt\.'f.
IOOlI.VSOIrOll:N<<!"VIl.POS(Oli-On<Nlroll......:ttllS~
A
....c
EXOTHERMIC WELD \~
CONNECTION ~ FENCE
_____ POST
><"x
'x
.
<D
~
><x><x
><)<,;'\
~
/>>-- '\y / .<-" l ! :
, JI
#2 AWe GROUND - -- --J.
WIRE TO MAIN GROUND
CONDUCTOR
j'V"<,""V//
FENCE GROUNDING
N.T.S.
CD
J~~]~ CROOND ~
~ #2 TINNED SOLID COPPER WIRE
TO GROUND RING
UTILITY CABINET
N.T.S.
GROUNDING f06'\
~
PLANS PREPARE]) UNOCR
HE: SlJP(RVlSIIJN (1"1
CH63210
~ ~ ~ ::a.
"""".
ELECTRICAL DETAILS
"/\\/t'
"'..
APT -BTS-2G082G
JAN 1 4 1933 """".
"'..
SCALE I DMwlN(: NUt.<4BER
.<s MOTEO I 2G082
PLor Cl."-TL 12/11/97 CAOO nLE NO..: ZGoazLJ ~
I REV
E3 I 0
I lolANl.iAt. Ct-WG€S UA.OE - 'f(sQ NOD Dwe FllL uPO'.JED - YES 0 NO 0 woon. uPtMTU> - 'f(S 0 NoO
MII<E LEAHY
i
~
z
f
~
~
<<
f
i
~
f
!
)
. 0
8 I 7 I 6 I , .. . I 3 f 2 I 1
ANTENNA TABLE
0- ~~ ANTEN NA AZIMUTH ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA COAX COAX
NUMBER (FROM MECHANICAL ASSIGNMENT CL MFR. CATALOG NO. lABEL, LENGTH
A1 A2 TRUE OOWNTILT HEIGHT COlOR- (FEET)
NORTH) BAA OS
~T. X// (FEET)
~~ ~~ Al O' rJ Tl/R1 195 COMSAT PCSA060-19 RED-1
C2\J\}~~B1 210
A2 O' rJ R2 195 COMSAT PCSA060-19 RED-2 210
LOW JUMPER (lYP) \'~' CONNECTOR (TYl'.) /160' ~.
NOISE COAX B1 rJ Tl/R1 195 COMSAT PCSA060-19 YEllOW-I 210
AMPblFIER
(LNA B2 160' rJ R2 195 COMSAT PCSA060-19 YEllOW-2 210
~CONNECTOR C1 210' rJ Tl/R1 195 COMSAT PCSA060 -19 8lUE-1 210
RY JUMPER
J..1 ~RY CABLE (TYP.) C2 210'A rJ R2 195 COMSAT PCSA060 -19 8LUE-2 210
LNA (TYP) '\ ~~I
NOTE: 1
C1\3 rJB2
-) \. COAX ENGTH IS AN APPROXIMATE DISTANCE FROM THE LNA TO THE BTS
~ ~~:~:::: (BATTERY BACKUP UNIT) WITH ROUTING AS SHOWN ON THIS DRAWING.
LITNNA ^ I HEAD FRAME ORIENTATION:
X O' FROM TRUE NORTH
COAX AND ACCESSORIES TABLE ~
~ ANTEN NA I MATERIAL I KIT NUMBER I ~
N,T.S,
~ X COAX (6)SA ~
JUMPERS Go H & (3)RY
ANCillARY ITEMS (12)SCo (12)SE. (12)SF. (37)SD ~
~
! ANTENNA 7 C~N:::;~R
JUMPER
Kc = ~ UBATTEFrI BACKUP UN"
l
r i
I I ~
'%..~~,'W''" \
RF REFERENCE
TOWER ELEVATION BASIC BTS CABINETS DATE RECEIVED DEFAULT RF SITE REPORT
11/11/97 X
N,T.S, 12/29/97 X
~ ~ ""''''' 0E:Sl<lM / ElOClt<E:EllI<C / COI<S1R\JCTlOH PLANS PREP MED UN:l[i """'"
0tJ/ C\O.Tt IlC>QlN IlCiallP1lON APT ... THE SUPC.RVIS[[]N ITI 0<46J2 I 0
()f( ANTENNA & COAX
JQ\ 11/11/'l ISSU€D FOR PERMIT t CONSTROCTION ~ ~ R.UOR DANIIL~ ,.,...... ... ~
Tampa / Orlando, Inc. t
1;\ ol/'1J/~ R(V1S[D ANf(NNA AZIMUTHS ~ --- DUCOM ~ "'" 11/11/11' INST ALLA TION 1l
~~ """"".. .", >
- ----
--- APT ..m:e ~~""lGflfDl,l"I..e..a&_.ttC.~ """"'.. .'" APT -BTS-2G082G
- Tampo / Odando. In<:. ~rJlf'l.1,I:,;aClMl!l.".UII'lQ"~NIt
~ COlRlGl1W. 1M QIIU'. ,.. . ~ . K LQ,ltI
--- 5907 Hampton Oaks por\<;,woy. Suite 8 <1IftoII~nc~I"l'lI:IrIaa_AiiI'IaI"'fII[tl.,M ~
- Tampo. Florida 336' 0 . WI"(M Ml).Qf WI.IlQlIIlfd 1Wf. -.Ld. ~ """"".. "" f!&
o.Jl"'G.WI'oaOft1Dl:Wl!lllclP'QdOlCWl;1U'OI.KlI'CI:t\..Y. JAt~ 1 4 1933 SOU 10IWJff<C .....00l
---- 81J 663-1000 .......~.,,~QfHEJ:......fI;lI-.::M..~ /oS NOTEO 2G082 N1 ~
- , a
.........u.o ........ .- I ......... CHNa:S ....,. - 1O0 HOO OWQfl..I:~TEJ)-'\'tSa HOC WOOEl. UI"Ol'.TtD - '1"ES a fIlO(] l'Ulf Q.OJt, ., /00/08 CJi:CfUt<<)..:~1 "'"
. I
I
II
.
.
.
.
.
. c
~ -
a
i
~
A
MII<E LEAHY
a
~
. 0
~
/
.
.
.
.
. c
B
~
~
t
~
"
"'" """
/~'t:::= - - - ----Y'-
~/ ~.
. ~.
I
Ii
/
&
.~.
o
......
..
if......
4
3
)l
j\ HENRY DRIVE /)
~ ASPHALT PAVE!.!::'r q \...--
0ESlCH I El<CKEI'lHC I C<ltG1RUCtlON
e,:
RUOR DAJ(IIL,~
TlUCOM";:I
PlANS PREPAA(O UNO(R
THE SUl'ER'/lSIQN OF,
WG( '" .., ~
HENRY DRIVE
~~------,
,~
"----
'*
,.,....
II
Cl
""
-<::
""
I:-
~
G.j
....j
<3
Vl
...to.
...to
,.,.I~,.... I I
: i I
/); /
J / /
//
--_--./
~ ~~
ADDITIONAL LIVE OAK/
~~
f--,
[j
f::
Vl
.
CX:J
~
I
a I
~
~
is
.,,. Vl
...t. $
!
,)'...
.
,.. ,,... Ofitl
o
..~.
FILL WITH LEYlAND CYPRESS AND SLASH
" . PINE TO EST ABUSH A BUFFER ^ /
~ .
~..-/~~"----./~~~~'-.../
PLAN VIEW
,/s" = "-0"
",~...c.:.;.......;..:.d
lJSCO
CI<<
""
APT
Tampa / Orlando, Inc.
"""""""
owo NO.
APT
Tampo / Orlando, lnc,
5907 Hampton Ool-;,s Parkwoy, Suite 8
Tampo, Florida 336'0
813663-1000
~v-
~G<"
'(,?-OO
~
~
o
o
o
~.
.m:a M ~ .... IGl' ImI l'IAl.sG .. . TIC D.C:
~tIIl'U.JJl~_.~"K~f'QIt
___ iXlMl"CI8(M.\.!:CON.y.... .~tIIllCUlM
t111MI~nck.JllllClGl~....~'ftll1IC\AIllI
.~lID).QfolfllllllQMQ~.-.A.IGl'.~
OOil"CQ,l.OII'~Gft1Ol:MtlQlP:)S8f11~ClIl~.
..1.Sa~,.~QItO ..~..:w..~
JAU 1 4 i933
l
I
LANDSCAPE
0.46J2' 0
... 11/11/'7 LANDSCAPE PLAN
""""''' ".
". APT -BTS-2G082G
". SCOU ~ IMIOCR
AS NOTED 0082 L1
~
.
- YD Q NO C WOOE1. \Jf"Oll.ltD .. va a MOO
\Y7mlli 0
~
CGJOCSUB[?lli3CSu
rr: (OJ !!1J !!1J M fN} ff rr: fJ 7! ff (OJ fN} !; r (0) rff if 19J
IffffN}!fJ l
U !f(j [; r fJ II fJ 7! ff (OJ !f(j !PJ ffi} fJ rff ff fN} fG 5
MICROFLECT ORDER NO: 1M337-01/MF40659
TOWER MODEL: 96-T930-195
HEIGHT: 195 FT.
SITE: ZEPHYR HILLS
~
YJ0040Z
PURPLE
190.00 fT. RUSS BAR KTT
ELEV. C:C::'O:>lZ
5.00 fT"'"1-I" T T all 15.00 fT
: 190.00 fT HEV.
~
~
~
X
~
~
X
~ "00'"
~ ORANGE
X 100.00 fT ELEV.
~ 8000" nE:i~~x'
~ ".00" El[:~':l~O!,i
R <coo" El:~i::'
~ 2000" El[:'~l~~"
X>Z ""29'
REO
0.00 FT ELEV. .r'
i... ",1- 21 .JJ fT
195.00 FT
180.00 fT ELEV.
Yl0052Z
PINK
150.00 fT HEV.
YHOO78Z
TAN
140.00 fT ELEV.
YG0088Z
WHITE
I 20.00 fT H EV .
13.00 FT. BUSS BAR KIT
ELEV. CC5051Z
ELEVATION VIEW
NOTE: ~ll ~NTENNA TYPES AND
~NTING ELEV~TIONS ARE
PER T~BLE SHOWN AT RIGHT.
NOTE: ORIENTATE ANCHOR
BOlTS ~S ~.
CENTER POINT Of ~NCHOR
BOLT CIRCLE & CONCRETE
PIER.
TO\'I'ER CENT ER
(v.QRKING POINT)
50.00.
~,,~
".~
- I
6'-1 7/8'-
JO.OO.
r
TOWER PLAN VIEW(AT BASE)
BASE PLATETh
ANCHOR BOl T
L-~ "" N
'.00 ".T1 / 3
BC50250 ~
DRAIN PLATE L-LEVELING NUT
DOUBL E I'oIJT
& F.W.
DRY P~CK
~fT ER TOWER
IS ERECTED
INSPECT ~LL LEVELING I'oIJTS TO ~SSURE
THEY ARE LEVEL WITH RESPECT TO EACH
OTHER PRIOR TO TOWER ERECTION.
DRAIN PLATE INSTALLATION
~L
;; 'f~
J E'.&!h"
{.
4'-1 "
. 'J
PLAN VIEW (AT TOP)
1;
12.00 IN.
II
V
/~C51447
/ ! TElolPLATE
PROJ.
r:'--- ~C50899
VI
-""",
.......- -~
B~SEPL~TE & ~NCHOR BOlT DATA:
\.75" THK X 24.875'0.0. (50 KSI)
(5) 2.25" DIA. X 50.00' LG ANCHOR BOlTS
ON ~ 19.250' DIA BOlT CIRCLE, WITH A
'2.00' PROJECTION ~80VE CONCRETE,
ANCHOR BOLT CAGE DETAIL
ANTENNA MOUNTING TABLE
ANTENNA TYPE SIZE .I.IOUNTING
& I.4OOEL NO, (OCCI>lAl. FREQUENCY OT'I. HEIGHT MOUNTING
(DECI"-'l. AZIWTH
rEEl) rEEl)
PCS A 060-19 6.87 NIA 12 190.00 FT N/A
Rototoble Plot{orm lJ N/A I 190.00 fT NIA
PCS A 050-19 6.87 N/~ 12 175.00 fT N/A
Antenna Uount N/A N/~ J \75.00 fT N/~
PCS ~ 050-19 6.87 N/~ 12 155.00 fT N/~
~n tenno Uoun t N/~ N/~ J 155.00 FT 101./"
. ~ CENTERLINE OF ANTENNA , N/~ ~ NOT ~V~IL~BLE
NOTES:
I. MAXI~ DESIGN RE~CTIONS ~T BASE:
SHEAR ~ 47.52 K/LEG
VERTICAL UPWARD ~ 47'.18 KILEG
VERTICAL ~WARO ~ 510.54 K/LEG
2. TOWER DESIGN CRITERIA: EI~/TIA - 222F
J. THIS STRUCTURE HAS BEEN DESIGNED FOR
THE FOLLOWING LOADING:
A. CASE I WIND ~1D5 ICE ~ 0.00
CASE 2 WIND ~ 50 ICE ~ 0.00
B. ANTENNA LOADING IS PER THE ANTENNA f.()UNTING
T~8LE ~ BELOW.
4. FINISH: GALV~NIZED PER ~ST~ A-12J
5. AJ25 HARDWARE PER ~STU AJ25-91C, EXCLUOE SECTIONS
6.3 AND 9.2. HAROWARE GALVANIZED PER ASTU A\53
6. COLOR CODE IDENTIFICATION:
A. TOWER STEEL IS BUNDLED B'I SECTION & IDENTIFIED
BY COLOR OF P~INT PL~CED ON B~ND (CRllolP AREA),
SEE SCHEMATIC "T LEFT TO OETER~INE COLOR OF
SECTION
B. HARDWARE KITS FOR EACH TOWER SECTION ARE PLACED
IN BUCKETS & IDENTIFIED B'I COLOR Of PAINT SHOWN
ON LID OF BUCKET. SEE SCHEMATIC "T LEFT TO
DETER~INE COLOR OF SECTION.
7. ALL ASTU A325 BOlTS ARE TO BE TIGHTENED TO A SNUG
TIGHT CONDITION. ." SNV<i TIGHT CONOITION IS
DEFINED "s THE TIGHTNESS THAT EXISTS WHEN ALL PLIES
IN A JOINT ARE IN CONTACT. THIS MAY BE ATTAINED B'I
A FEW llolPACTS OF AN llolP~CT v,RENCH OR THE FULL
EHORT OF A MAN USING AN ORDINAR'I SPUO VtRENCH.'
REf: . Sf'{ClFICA lIONS rOR ASTIoi AJ25 OR A490 BOllS. .
lIA.'/l;AL or SlEEL CONSTRUCllON, ALLOlIABlE SlRESS
DESIGN. AISC, 11TH EDIlION, 19811. FACE :1-213.
8. SITE NAME = ZEPHYR HILLS
PROJECT DRAWING INDEX
DRAWING
N!.M3ER
A 1291
B 1141
C 108Z
101Z
E 099Z
F D91Z
YG 088Z
YH 078Z
I 052Z
J 040Z
DESCRIPTION
SECTION-" 0'- 20' - RED
SECTION-B 20'- 40' -- BLUE
SECTION-G 40'- 60' -- GREEN
SECTION-D 60'- 80' -- ,(ElLON
SECTION-E 80'-100' -- BL~CK
SECTION-F 100'-120' - ~ANGE
SECTION-G 120'-140' - vt1lTE
SECTION-H 140'-160' - TAN
SECTION-I 150'-180' - PINK
SECTION-J 180'-190' MPLE
z~!/1i
UNIT QT\"
WT PER
LBS) STR
7588 I
5944 I
5740 1
4555 1
4278 ,
3420 1
3051 ,
1881 1
1374 1
699 \
1949
352
J6
18
85
2926
1258
I
I
I
2
I
1
1
)C 879Z WAVEGUIDE I COAX SUP~T STRUCT~E
C 055Z 10' X 24" WAVEGUIDE ICE BRIDGE KIT
C 167Z EIA GROUNDING KIT
C 051 Z COPPER GROONO BUSS BAR KI T
C 08ll I\NTI-fREEF ~LL KIT
DJ58 15 FT. ROTAT~BLE PLATFORW DRAWINC INDEX
89DZ CLI~BING LADDER
DUPLICATE DRAWING DISTRIBUTION I TEC PROJECT DRAWING INDEX 1M337-01
VAU..:lNT LNERCY STEEL TULSA, -OK 1 ----------------------------
. ,. DWG SIZE D CLASS CODE (I)! CL~SS NO. (J) 999
'~""I~ ~ I~
KRC 12/31/97 NONE ~
P.A. 0<< ~ I ~M ~i
o HER SfECIr 1 ON ~ ~
....~ALI~~I~ ~
I 451821
I I _~NO.
195 FT. SELF SUPPORTING STRUCTURe DC50359
~~V DA TE
Th~11
REV 0<<
BY BY
REVISION DESCRIPTION
j:J.lSLc:o.Elt
AERIAL COIN.
III
...
~~~
~Z15
g~~
..... "cI
20t)
..,>-~
z.......
~~~
~w..,
O<:::::~
0<<-
~5~
""....:z
N
\0
o
N
on
g
.....
00 '
~~~
~~~
<~~
~~~
~5~
IIl,"-J
:z
~~
.....0-
::lj
g~ .
o14d
20~
..,~VI
Z~-'
~~g
~V'll-
W:g
WOe:
11"...11>
N .
~ f5
~ ~
g ...
g~~
<>~~
;Z~<
~W:Z
O<:::::~
0<(....
~5~
C/)u...~
~5
0'"-
NO-
....<
UJ
00.
2~
..,>- .
3~~
~W~
<Vl<
gs~tS
t::3~
lI\,,-CO
~~~~~~C524~1
~~
~ "'""C7\ "-C50567
HOCV "-325 IJ
HOCV "-325 26
HOCV "-325 13
HOCV "-325 26
HOCV 1.325 7
HDCV "-325 .
CUST T~D HDCV "-325 1
LOCK HOCV "-563 52
LOCK HDCV 1.563 26
LOCK HOCV 1.563 7
LOCK HOCV 1.563 1
J"-M HOCV ,1.563 ,
112 BVLO.SOCLPHDCV F'.36 26
HAROWARE PER "-STM A325-91C, EXCLUDE SECTIONS 6.3 & 9.2
DUPLICATE ORAWINC DISTRIBuTION I TEC 1S'ROTAT, PLATfOR'-A STRUCTURAL STEEL
V"-LI.()NT ENERCY STEEL TULSA OK 1 -----------------------------
. ,. ewe SIZE Q CLASS COOE (1) 1 CLASS NO (3) 450
:!::....,.. ~I ~ I~
KRC 12131/97 NONE ~
~A'~~I ~~ 'W
THEIl ~Cl'ICAT:;)I< \YT;-n~
~u.
....Tt...L I~ ~ ~
16151 .
I 15' ROWA8lE Pl"-TF'C1\1ol 0:r;8';'~Z
J)n~
r::')..
"-C50567
1"-~1287
.
'. c-;m
t/ir~
fiYSlJ ~ ~ ~ PjJ
'-'^V "~~ ~ 1/_
~.. /../A W
~ ....... '7 ~
~ L.- J J'j
~
~ \~ 1
~iJ
AC50558
~
~
~ j
j
~
~
. · ""'51 ~
~
~
.
.
.
I .
.
.
d!
.'].
~
~
.
.
I .
'L~1 I
~c;:>' I .
I .
I
.
.
.
AC50567
BC50201
~
,
~ J
"-C505H
..
~
.. "'Cs
.. '<8;>
..
"-C50545
'L~1
~c,,:>' I
I
I
...
R~
~
cb
.. I
.. I
rxv
'.~
{'" w WO~J
OC,,'" _ ~~i
(2~ -
\.:..I '-" '-" AC50560
~
, .. ~
.. "'cs .
~ .. '<8;> .@.
~ ..
..
~ ..
i:<
,
~ AC50567
a
. ,
"..,
, '"
~ , "..,
0
, , ..,
u
, -<
,
0 ,
0
,
,
I
::::
.
ot'l
""
ot'l
o
ot'l
u
<
..
..
- - - - - . - -
8C50217
~:
m
m
..
o
o
I I
'SET SCREW' BOLT
11 t :
~&~~
"
//f;f
~~~
r;;rA~"""""V
~~~
~y ~
~ ~ ____ AC50551
\t
AC505.6
. .
. .
: ~ IJ
(J ..
~
AC52.31 J --
~
/'
A,.-t ~ :.
T I I H I I
& 11&1
I
---
-+-- - -A} u-
n noR J -, -If T A 7X1,:0)
'_~~"IIII& - -
........... r{ ~SEENOTENO"
~ AC50627
5 10
0_ x- ""'" R. - 0 0 -
"-C50S.7
- -
AC50S.5 0 0
AC50548
/
-
R~
\ ~ I ~ ~ 'X-"-C5Wl
~/
I'
....,... ----'---- "-C50545
Q /
I.~u...u ~/ AC50548
0V 5
AC50529
W OATE
OR~T
lM337-Ql
'Ev Of(
8' 8'
SECTION A-A
AC52431
NOTES:
I, USE TC1\OIJE '!tRENCH TO T~OUE !T[lA
NO. 7 TO "- ~IN. or 9.0 F'T. l8S.
I.lIscnLANEOVS
~C 0684 IPl"-HOR!.l HARDWARE KIT
I
~ VAll.()NT
::z PART
~ NlJI,l8ER
H
.
5 10
I
VALI.()NT
PART NO.
C 1287
C 0545
C 0546
COSH
C 0548
C 0551
C 0567
C 0558
C 0560
C 0565
C 2431
C 0627
C 0629
C 0201
C 0217
1
2
3
4
5
5
7
8
9
o
"
12
13
"-C50627
(7Xl1X'2}-
"-C51287
.
.
~ "-C50565
V/f1~
BILL O~I.lATERIAl
(SHIPPING SEO.~1 FOR ALL)
CESCRIPTION
43 1/2 x 3 X 1/4 X 3'-6 7/16'
i' VIHCMENT 2 1/4 X 1'-9 1/4' CIA
i' WHC"'(NT I 1/2 x 1'-9 5 116' CIA
3 1/2 X 5/16 SO.T8./Pl"-TE WELDMENT
5'SCH 60 PIPE/PlATE WElDMENT
Ii' 112 X 8 1/8 X 0'-8 1/8'
TS WHDMENT 3 X 5 X 1/4 X 9'-3/4'
Ii' WELOMENT .3/. X 6 11/16 X 1'-105/8'
I' 112 X 4 13/16 X 1'-9 '5/15'
43 112 X 3 X 1/4 X 3'-6 7/15'
W 5 X 15 X 4'-10 3115'
2'SOH 40 PIPE/PlATE wtLOMENT
4'SOH 40 PIPE/PlATE wtLOMENT
C 5 X 6.7 X 15'-5 5/8' WELOMENT
C 5 X 5.7 X 15'-5 5/8' wnOMENT
UNIT OTY
VlT PER
LBSl STR
20
150
78
69
8.
10
124
18
"
36
77
6
6
106
108
.
I
I
I
I
3
3
3
3
2
3
I
I
2
I
I --
I
CESCRIPTION
HARDWARE SIZE (IN
BOLT GENERAL
CIA LONG NUT WS~
112 I 1/2
112 I 3/4
1/2 6 3/4
5/8 7 112
3/4 8 1/4
I 2 1/2
I 1/4 20 112
.
OTY
nNlS>< AS TIol PER
SPEC STR
112
5/8
3/4
1 II.
, 1/4
REVISION DESCRIPTION
i;!s ().It R
AERIAL COUO.
AC50621
TYPICAL SPLICE PLATE
EXCEPT AT TAPER ~~CE
ELEVATIONS AS NOTED,
C0
J-BOLT AC50640 TO BE
USED ON HORIZONTAL
CONNECTION YJ00451
J-80lT AC50640 TO BE
USED ON HORIZONTAL
CONNECTION '1'100715
TAPER CHANGE AT 160'
ELEVATION (TOP OF .
SECTION YH0078Z).
J-BOlT AC50640 TO BE
USED ON HORIZONTAL
CONNECTION YC01049
USE SPLICE PLATE
AC506~8 INSTEAD or
AC50521 AT THIS
ELEVATION
AC506 2 3
LADDER E~E~ENT
RAILS; E~ED AT LEAST
5' INTO A ~INI~
8' DIA X 18' DEEP
CONCRETE ,()JNOA TION
NOTE: CONTRACTOR MAY
CUT THESE EM6ED~ENT
RAILS AS NEEDED, TO
ACHIEvE DESIRED
EMBEDDMENT DEPTH
J-BOlT AC50640 TO BE
USED ON HORIZONTAL
CONNECTIONyr01112
J-BOLT AC50640 TO BE
USED ON HORIZONTAL
CONNECTION'I'E01127
J-BOLT AC50641 TO BE
USED ON HORIZONTAL
CONNECTION YDO'118
J-BOLT AC50641 TO BE
USED ON HORIZONTAL
CONNECTION YC01217
J-BOLT AC50641 TO BE
USED ON HORIZONTAL
CONNECTION YB01206
~3.50 IN
AC50619
TQW(R HORIZONTAL
J-BOlT
WAVEGUIDE SUP~T
LADDER SECTION
TOWER HORIZONTAL
TOP VIEW
BILL or MATERIAL
(SHIPPINC SEO.#1 rOR ALL)
J-BOlT
VALI.lONT
PART NO.
C 0623
C 0619
C 0621
C 06~8
C 0133
C 0132
UNIT
WT
LBS
9
2
2
2
100
195
OTY
PER
STR
2
20
'6
2
I
9
DESCRIPTION
BAR 2 1/2 X 1/4 X 4' O'
BAR 3 X 1/4 X 0'-8'
BAR 2 1/2 X 1/4 X ~-6 ~/4'
BAR 2 1/2 X 1/4 X 0'-6 1~116'
, 2-RUN . 10 ,1. we SUP~ T LADDER WlDMNT
12-RUN . 20 ,T, we SUPPORT LADDER WlOMNT
IoIISCELLANEOUS
WAVEGUIDE LADDER HARDWARE KIT
DESCRIPTION
IN
2 VAll.4ONT
:2 PART
~ NWBER
....
.
an
ASH,! PER
SPEC STR
A~25 80
-- 24
-- 16
A563 120
HARDWARE SIZE
BOLT
DIA LONC NUT
1/2 1 112
1/2 8 ~/4
112 9 ~/4
G(NERAL
n_ts><
J-BOlT AC50641 TO BE
USED ON HORIZONTAL
CONNECTION YA01386
o 0 0 0 0 0 0 0 0 0 0 0
WSrA
I
2
3
4
J -BOL T
J-BOLT
LOCK
HOCV
HOCV
HOCV
HQCv
1/2
AC50619
NOTES:
I, WAVEGUIDE SUPPORT LADDER
CONNECTS TO THE THE TOP HORIZONTAL
MEMBER or EACH TQW(R SECTION,
(ON THE OUTSIDE rACE or THE
STRUCTURE. )
2. THIS LADDER MUST USE THE
$NAP-IN TYPE WAvEGUIDE HANCERS,
REVISION DESCRIPTION
LIS:;"
AERIAL CQI.N.
~
~
~ 1949~BS ~
12 RUN X 190 FT.' WAVEGUIDE LADDE DC58792
Rtv CtC
er er
~~v DATE
CPOt .
IM~~7-o1
~/4' DIA . "-4" lG.
SOlID RQlJN() L-'OOER RUNCZ
(~ 1
1
'2.Df IN
~-
L6.00 INJ
-
-.
~:
:
~ L
JJ
AC505~4
LADOER EM8EDOMENT
RAIL St' EM8ED AT LEAST
6" IN 0 A MINI~
8' DIA X 18' DEE?
CONCRETE FOUNDATION
YJOO452
SUPPLIED WITH -----
TQW[R SECTION r '\
8C50198 - \.j-
--
-
~)
-
-
-
8C50196 --..:-
---::::
YH01001
SUPPLIED WITH ........:==::::::..
TOWER SECTION f f-- '-
8C50196 - -'- ~ ./
--c:;:
~....,;
YGO 1050
SUPPLIED WITH
TOWER SECTION f--
8C50196 ___ ---
__f-o;:'
SUPPLIlbO-l-H~ --~::::
TOWER SECTION f--
8C50196- ~
-..~
YEOl 128 :::::~::::
SUPPLIED WITH
TOWER SECTION f--
8C501 96---.;.i--
YDO I , I 9 :::-t:E -.
SUPPLIED WITH ~ --
TOWER SECTION ---
8C50196---- ~ ---
---=
sUPPLIIgO-l-H~ -- ~ ::::
TOWER SECTION ---
8C50196 --..:-
YB01201~::-~
SUPPLIED WITH
TOWER SECTION
8C50'95
SUPPLII~O~H~ .......~::::.
TOWER SECTION f I -, '-
8C50195~ -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
=
-
,.-
NOTE: CONTRACTOR MAY
CUT THESE [MBEDOM[NT
RAILS AS NEEDED. TO
ACHIEVE DESIRED
EM8E~ENT DEPTH
....
2
6
~~
) 101
l '-"OOJ1
~C50526
n0071S
SuPPLIED WITH
TOWER SECTION
101
I
'\:'" ~ .
AC505Y
---
~fl\
TAPER ~~E ELEVATION.
START LADOER INSTALLATION
IN BOTH DIRECTIONS AT
THIS LOCATION
~
5
12
--+-- - :~-oL . - - . -~ I'T - - }--
"0070~ ~ ~ Xoo",
AC50526
AC50526
---
-
SPLICE DETAIL - TYPICAL
EXCEPT WHERE NOTED
2
@ ~~
01'''101 ~ 101 I
"oo"'~_ _LX""".
~
/
1,J IN ~
L
~
I" / " ..
~ ~
. -.
~
TOP VIEW
~
/I
VALt.40NT
PART NO,
C 0504
C 0526
C 05~4
C 0615
C 0196
C 0198
C 0708
C 0710
IIJ7/~8
8ILL OF MATERIAL
(SHIPPINC SEO.=1 FOR ALL)
DESCRIPTION
8AR 5 1/4 . 1/2 . 0'-1 1 ~/4'
SUPERSTRUT 81202 r 1'-0'
8AR 2 . 1/4 r 4'.3 ~/4'
8AR 5 1/4 . 1/2 . 0'.1' ~/4'
20' CLIMBING LADOER WELDMENT
10' Cl IMBINC LADOER V.'ELDMENT
PLATE 1/2 r 7 1~/16 . 0'-11 1/8'
PLATE 1/2 . 7 1311S . 0'.11 1/8'
UNIT OTY
~Sl n~
1 9
2 18
8 2
7 9
113 9
57 I
8 1
8 1
MISCELLANEQlJS
C 2441 CLIMBING LADDER HARDWARE KIT
I
I-
I
DESCRIPTICJ'ol
HARDWARE SIZE (IN)
BOl T CENERAL
DIA LONG NUT WSHR
1/2 7/8
1/2 I 1/8
1/2 I ~/4
5/8 2
r:NISH
.
OTY
AS T'" PER
SPEC STR
F59~ 72
F59~ .}8
,0.325 13
A325 22
A56~ I ~
-110
A56~ 22
F4J6 72
!i V AlMONT
:2 PART
:= NW8ER
....
I
2
3
4
5
6
1
8
5S
5S
HOCV
HOCV
HOCV
PUD
HOCV
HOCV
112 CO<
1/2 SUPERSTRT
5/8 LOCK
1/2 LAT
HARDWARE PER AST\,I A325-91C. EXCLUDE SECTIONS 6.~ & 9.2
DUPLICATE DRAWINC DISTRIBUTION I TEe 190 FT, CLIMBING LADDER
VALt.rJNT [N[RGY STHL, TULSA, OK. I owe -mEQ---CLA SS-CooE (1'-1-- ClASS NO~(J) 450
I~~I~I ~ I~
KRCI 01lOSi98 r-KlNE ~
~A'~~~I ~~ ~I
OIH[ll :iPUIfICAllO+<S 1Yr.Y1~
~u.
....tJl..!.Al.I.~~.~
I 1268 ,
I , 90 FT. CLI..atNG LAOOER oc;'a90Z
~5. DA TE
,2!l~NO'1
~
~~v c;:
REVISION DESCRIPTION
~~
AERIAL C()IAo,I.
/
60 IN
I'~
IIC~O~84
BILL Of' 1M TERIIIL
(SHIPPING SEO.sl FOR IILL)
VIILJ.()NT
PART NO.
C 1306
C 1327
C 0584
C 058~
C 1957
UNIT
WT
LBS
21
4
50
5
28
OT'I'
PER
STR
12
24
8
8
12
DESCRIP T ION
2' SCH 40 PIPE wnOVENT X ~'-O'
A2 X 2 1/4 X 0-11 7/8'
A2 X 2 1/4 X 15'-2 1/4'
A2 X 2 1/4 X "5 3/4"
2' SCH 40 PIPE X ~-8'
IolISCHLIINEOVS
2 VIIU.()NT DESCRIPTION .
::I PART HARDWARE SIZE IN an
~ NW6ER BOLT GtNERIIL rI~ISl< IISTM PER
.... DIll LONG NUT WS~ SPEC STR
102.00 IN 1 1/2 I 1/4 HDCV 11325 51
2 5/8 I 112 HOCV 11325 13
3 5/8 4 HDCV 11325 51
4 5/8 3 7/8 BOt. T HOCV 11307 28
5 112 OCK HOCV 11563 51
8 5/8 LOCK HOCV 11553 118
~~V OATE
~
REV 0<<
BY BY
1014
HA'IORAIL/IINHNsA foMG PIPE IISS'I' D~Z
REVISION DESCRIPTION
()j
AERIAL ~CATIONS
345522
OBI PIN L70
TOP BRACKET ASY.
AC0451T
3/8"oIA CARRIER CABLE
RM-0396 1 X 7 GALV. (STo)
r345523
OBI PIN L330
CABLE GUIDE ASSY.
345524
OBI PIN L105
CABLE GUIDE ASSY.
345525
OBI PIN L90
BOTTOM BRACKET ASSY.
NOTES:
1. FOR COMPLETE INSTALLATION DETAILS AND
AND PROCEDURES, SEE THE INSTALLATION
GUIDELINES AS SUPPLIED BY DBI/SALA.
2. ALL CABLE GUIDES MUST BE ATTACHED AT
APPROXIMATE 25'-0. VERTICAL SPACING.
3. CAUTION: USER MUST HAVE SECURE FOOTING,
OR BE ATTACHED TO ANOTHER STRUCTURE WHEN
DISCONNECTING OR CONNECTING TO THE SYSTEM.
VALMONT
PART NO.
AC0451T
345522
345524
345525
DUPLICATE DRAWING DISTRIBUTION
VALMONT ENERGY STEEL, TULSA, OK.
BILL OF MATERIAL
(SHIPPING SEQ=1 FOR ALL)
DESCRIPTION
PER
ASSY
1
1
7
1
3/8"DIA CARRIER CABLE-GALV.
TOP BRACKET ASSEMBLY
CABLE GUIDE ASSEMBLY
BOTTOM BRACKET ASSEMBLY
, \
TEe 190 FT ANTI-FREEFALL KIT
----------------------------------------
DWG SIZE B CLASS CODE (1).1 CLASS NO. (3) 450
DRAWN ENGR DA TE SCALE
JDP 02/01/96 NONE
P.A. CHK SHOP CHK
REV DA TE
10
ORDER NO.
MATERIAL
REV CHK
BY BY
REVISION DESCRIPTION
CUSTOMER
OTHER S CIFICATIONS
THICKNESS WEIGHT
DESCRIPTION
ANTI-FREEFALL KIT
[i!Ju:sr;f(Q)(?[Ji~@71
DWG NO.
BC5082Z
/?I
,.--
TOWER LEG
. ~ M ((AC51262
r~ IrrrLb
II I I I I I n
I I LtJ ~
/111.'. lilt 11111'"
/ :: (:---i-:----: : ; ";' "-
I I I I I I I I I
I I I I I I I I
l!: l l l ~ :
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I: I I
I I I I
~ III II
I I I I I
~~ I I l.J
~ .-
FOUNDATION -
GROUND (.GRADE)~ /
LINE ~
"
,,--.1.
'f
1'-0 "
MIN
-~
I rP n-
.! /
- --
31-B1010
E.I.A. GROUNDING
(INCgJLUDES ALL HARDWARE,
~/8" GROUND ROD CLAMP,
SOLI GgPPER WIRE,
& 5/8" ~ X 8' COPPER GROUND
GROUNDING DETAIL (TYP)
SEE NOTE NO.4
VALMONT
PART NO.
AC5 1262
.
0 VALMONT
z
:2 PART
w NUMBER
I-
H
.
1
2
3
ROD) 4
5
HARDWARE
DUPLICATE DRAWING DISTRIBUTION
VALMONT ENERGY STEEL, TULSA, OK. DWG
NOTES:
1. ALL GROUND WIRE TO BE #6 AWG,
BARE STRANDED COPPER WIRE.
2. ALL BENDS IN GROUND WIRE MUST
BE SMOOTH WELL ROUNDED CURVES.
3. ALL GROUND RODS TO BE 5/8" DIA. X
8'-0" LG. (COPPER)
4. ONE GROUND ROD CONNECTION PER
TOWER LEG IS REQUIRED.
~~V DA TE
ORDER NO.
REV CHK
BY BY
UNIT QTY
WT PER
(LBS) STR
---- 3
---- 3
---- 3
---- 3 ,
3# I /S
I / 'i'I,fl
/fd !1 t'1ll
/ 1 J 'J "
/
7
S,S.
HVY HEX S,S.
1 /4 FLAT WSHR S. S.
1/4 LOCK WSHR S.S,
1 /4 EX L CKWSHR S, S ,
PER ASTM A325-91C, EXCLUDE SECTIONS 6.3 & 9.2
TEC_TWR_GRND_KIT_iEIA1_2_1/4~_ABLTS_____
SIZE B CLASS CODE (1) 4 CLASS NO. (3) 999
DRAWN ENGR DA TE SCALE
JDP 09/25/96 NONE
P.A. CHK Vi ~ SHOP CH~
OTHER S ECIFICATIONSr
BILL OF MATERIAL
(SHIPPING SEQ.=1 FOR ALL)
DESCRIPTION
5/8" DIA COPPER GROUND ROD
#6 BARE SOLID COPPER WIRE
BURNDY KA4C GROUNDING LUG
5/8" X 8' COPPER GROUND ROD
BAR 4 X 3/8 X 0'-7 1/8"
CLAMP
MISCELLANEOUS
,
HARDWARE
BOLT
DIA LONG
1/4 1 1/4
DESCRIPTION
SIZE (IN)
GENERAL
FINISH
NUT
WSHR
1/4
*
QTY
ASTM PER
SPEC STR
3
3
3
3
3
~
MATERIAL
THICKNESS
WEIGHT
[J]~@@j[l
REVISION DESCRIPTION
CUSTOMER
I DESCRIPTION
B PART TOWER GRND KIT (E,I.A,)
DWG NO,
BC5167Z
AC51318~=;:t ~
~3S-B'577
AC02942
-----r;
AC07285~iTI 0 UNIVERSAL CLAMP
. . : 0 ~
. . . . .
. . . . .
..-:::::::: =-r 0 : . . .
~TOWER HORIZONTAL . . .
80)~ 0
AC07285
BOTH SIDES
A .25 IN X 4.00 IN X 24,00 IN
A 7/16 IN HOLES; QTY=22
-=-" t- '-I r
CD Fv--.
59-11100 BILL OF MATERIAL
SPACER METHOD 1 (SHIPPING SEQ.=1' FOR ALL)
VAL MONT UNIT QTY
DESCRIPTION WT PER
PART NO. I(LBS) STR
AC5 1.318 41 3/4 X 1 3/4 X 1/8 X ,3'-5 3/4. 6 1
35-81577 UNIVERSAL CLAMP - 1/2. THO WISET SCREW 6 2
UNIVERSAL CLAMP 1.05.00 X .113'W X 1 1/2.LG PIPE SPACER 1 2
ACO 2942 INSULATOR - 2,00. X 2,00. TAPPED BOTH ENDS 1 2
ACO 7285 GROUND BUS BAR - 1/4 X 4 X 2'-0. - COPPER 4 1
0 AC02942
MISCELLANEOUS
0 AC5 1326 BUS BAR HARDWARE KIT ---- 1
0 DESCRIPTION .
z VALMONT HARDWARE SIZE (IN) QTY
AC51318 ~ PART ASTM PER
w NUMBER BOLT GENERAL FINISH
t- NUT WSHR SPEC STR
H DlA LONG
1 3/8 1 S.S, A276 5
2 112 2 1/2 HDGV A325 2
.1180 AC07285 3 3/8 S,S. A276 5
BOTH SIDES lif'1
~ HARDWARE PER ASTM A325-91C, EXCLUDE SECTIONS 6,3 & 9,2
TOWER DIAGONAL DUPLICATE DRAWING DISTRIBUTION I~g_gQ~~~~_~~~_~~_~II__________________
r 'frJ/ VALMONT ENERGY STEEL, TULSA. OK DWG SIZ E ,g, CLASS CODE (1) 1 CLASS NO, (3) .t.50
~ -
DRA'Mol I ENGR I DA TE I ~ ~
A 2 N.S, JDP 10/14/96 NONE
P.A. Q-lK I SHOP CHI<
59-11100 METHOD 2 MJV MJV
SPACER-F.S, B 10/21/96 JDP m CHNGO CAlLOUTS AS SHOWN OTHER SPECIFICATIONS
A 10/18/96 JDP MJV ADDED VIEW FOR CLARITY MAITRIAl .\ THICKNESS I WUCHT ~
REV DATE REV CHI< REVISION DESCRIPTION 18
10 BY BY
. OR ER NO" I C\J$TOf,I(R I N D~NO.
COPPER BUS BAR KIT CC5051Z
" <~~
II WAVEGUIDE ATTACHMENT HARDWARE ~y- AC50709
IS AVAILABLE UPON REQUEST, ~....
,', II ~BC50222
~....-' '-" '.J I
',~, r;
~,-,,'
II ">><' --
II ~ ~~ 34~D
L---
. ~---
i
1
- ~
CC50112 --
<<' ~ ~~ .<:...~ b
B '(.~~~
f' .~
~ <:~... I [Jl BILL OF MATERIAL (/
~ . ~~\:::-..~ U ~
~~ ~~~ q (SHIPPING SEO.=1 FOR ALL)
b '(.~~ ~ VALMONT UNIT OTY
~~ ,,<.~. U DESCRIPTION WT PER
r:= U PART NO. "LBS) STR
~~9 . n '(.~~ ~ r:;T' Icc5 0008 PLATE 11 GA X .30 112 X 10'-0' 1.30 1
A b..
>- n ,,<.~. · IaC5 0222 45 X 3 X 1/4 X 3'-0' 21 2
N~~ D ~ r:;T' lAC5 0709 2 SCH 40 X 1.3'-0' PIPE WELDMENT 45 4
I
I , r-..
I '-
d ~~ ~ -
b. U ~~ ~ MISCELLANEOUS
P'" u ~ -- ...... AC5 1260 ICE BRIDGE HDWR KIT 1
--
B :..J '-
-
b.. I
D ::::A..- DESCRIPTION
P'" 0 .
z VALMONT HARDWARE SIZE (IN) QTY
0 ~ PART ASTM PER
w NUMBER BOLT GENERAL FINISH
I- NUT WSHR SPEC SiR
H OIA LONG
, ...... 1 112 5 1/4 J-BOLT HDGV A153 8
...... 2 112 4 1/4 V-BOLT HDGV A307 4
-
3 1/2 HDGV A563 17
4 112 FLAT HDGV F436 17
", .....
::::A..- ~ ~ 8 IN ~ X 3'-0' DEEP
(] FOUND TION (TYP, NO REBAR)
~
-- HARDWARE PER ASTM A325-91C, EXCLUDE SECTIONS 6,3 & 9.2
U DUPLICATE DRAWING DISTRIBUTION I~~_~_[I_~_lQ_[I_~Q/CQ~~_I~~_~~IQg~_~II_
VAlMONT ENERGY STEEL, TULSA, OK OWG SIZE ~ CLASS CODE Cl> 1 CLASS NO. (3) 450
-
DRA'Mj I ~ I DA TE SCALE
RDB 01/31/97 NONE ~
P.A. CliK ~ I SHOP CliK ~
OTHER SPECIFICATIONS ~
REV REV CHI< IMTERIAL T THICKNESS ~I~f ~
ID DATE 8Y 8'1' REVISION DESCRIPTION I 352
ORDER NO. I CUST()I,lER I WAVEGUIDE ICE BRIO~E ASSEMBLY owe l'Q..
CC5055Z
A
ffl.
"fi
"'''01J:
8j
20 FT
"'~01J:
88
YA01384 ~
~
~
~
236,00 I'"'
256.00 I'"'
YA01386
\\
~
)~
~
.>.;
0\";)'0-'
,I<
0\";)'0'0
,I<
TY? UNLESS
5 8 NOTED OTHERWISE
~~
J
'/
.......~.:.~~"~.: \' - .
L::::.
I ....
~
./9J
2
~
~J
-.... ......... ......... ~ TYP UNLESS
I--{ 4 X 7 X 9) NOTED OTHERWISE
~~~
rYA013e4
c===-
~ ~ ......... TYP UNLESS
3 7 10 NOTED OTHERWISE ~
'-4';;S:1
7 NOm; g~~~~SE
..,."
~
~ ~~
~
--.;::: ::::
~~
V
~
NOTES:
1. HARDWARE QUANTITIES INCLUOE
5~ EXTRA.
2. TOP rL~~E CONNECTIO,", WILL USE
1 1/2' DIA X 5'lG A325 BOlTS.
5 TY? UNLESS
NOTED OTHERWISE
k(b)
\J~ 1] '/
BILL or MATERIAL
(SHIPPING SEO.sl rOR ALL)
VALl.4ONT
PART NO,
A 1385 A. 4 X 4 X 3/8 X 20'-9 11/15'
A 1385 A. 5 X 5 X 5/15 X 18'-5 5/8'
A 1388 A. 4 X 4 X 3/8 X 21'-6 5/8'
A 1387 A. 2 1/2 X 2 1/2 X 1/4 X 6'-5'
A 1384 12' XS PIPE WnDI,lENT x 20'-<> 1/4
DESCRIPTION
t.lIscnL~"'EOVS
AD 1392 SECTION A l'oARDWARE KIT
Y.t-;)qt
~ lit
UNIT OTY
WT PER
LBS) STR
2CS 6
196 3
216 6
28 1
14 76 3
!f VAU.<<JNT DESCRIPTION
~ i3 PART HARDWARE SIZE (IN
>- NUI.IBER BOLT MiT ~ GENERAL
H OIA LONG
1 1 1/2 5
2 3/4 2
3 3/4 2 1/4
4 3/4 2 1/2
5 1/2 1 1/2
6 1 1/2 oct<
7 3/4 oct<
8 1/2 00<
9 3/4 1/2 THI<
10 3/4 HAT
1-- 1
I
.
QT'(
ASTt.I PER
nNISH SPE CST R
HOCV A325 19
HOCV A325 51
HOCV A325 7
HOCV' A325 7
HOCV A325 3
HOCV A563 19
HO<;V A563 65
HOCV A563 3
HOCV - 8
HOCV F436 7
HARDWARE PER AST~ A325-91C. EXCLUDE SECTIONS 6,3 & 9,2
DUPLICATE DRAWING DISTRIBUTION I TEC SECTION A CO!..OR COOE = RED
VALM:JNI lNUO:\oT :>IW.. IUl:,A, U~. lowe-sizE Q ---CLASS-COOE<l) 1- ClA~(j) 450
~~CI~I'27m971~E ~
.!::A'~~I ~l\f ~
CITOIt(:i ~
....~I~IEm~
I SECTION A COlOR CooE - RED y-rcirl"9Z
~~v DA TE
IT.JjR7~,1
R[V C><I(
BY BY
REVISION DESCRIPTION
AElI~.
rt;
SI<
~
TYP UNLESS
5 8 NOTED OTHf;RwISE
~
~
'-'1:/
s-
~
~
...
~
~:.:;
216.00 IN
236.00 IN
'1'801206
~
( C\
~
J
1'$0
'<0$
1.0<;'
'(00\
-<" '>-.
2
~D
'U'
20 FT
1'$0
'<Oq
1.0'b
...<00\
'1'801204 -......
~............... r X7X lYPUNLf;SS
I ~........... ~ NOTED OTHf;RWISE
,,-'1'801204
.~Ia
-x-x~ l'l'l" UNLESS
3 7 10.; NOTEO OTHf;RWISE
~~-
~
1 T'I'P UNLESS
NOTED OTHf;RWISE
':s:::"
~
~
"""{:
~
~
NOTES:
1. HAR~ARE OIJA.'HIHES INCLUDE
5% ExTRA.
2. TOP fLANCE CONNECTION WILL uSE
1 1/2. OtA X 5'lC A325 BOllS.
--
/f
'1~
i:7
(~~
HARDWARE ?f;R ASTM A325-91C, EXCLUDE SECTIONS 6.3 & 9.2
~;;N~ T~N~~:r~~~~CST~UIL8~;.I~~ ,I !~~~~ CT IQ!:UL~Q!"QR_WO-!_=_BlLJL_____
, "owe SIZe: .Q CLASS COOE (1) 1 ClASS NO. (J) 450
{~~ ~ I I 273fi97 I ~ ~
J'.,A. .E!!. ~ I SIQ' ... "\' ~ i
o HER sPECI' tvl7Y1 ~
~u.
""'~LI~I~ ~
~9U'
I .. ~
SECTION B COLOR COOE - BLUE Y~l
6 l'l'l" UN\. ESS
NOTED OTHf;RWISE
r--
;0);
.1]_/
L~~
-00' J
/)'r
t
~..
7" 'I
.......
8IlL Of MATERIAL
(SHIPPINC SEO.sl fOR ALL)
~
~~.~
V"
DESCRIPTION
VAllo4ONT
PART NO.
8 1205 4. 3 112 X J 112 X 3/8 X 19'-4 1/16
8 1206 4. 5 X 5 X 5/\6 X 16'-10 5/8'
B 1208 4. J 112 X J 112 X 3/8 X 20'-3 7/16
B 1207 4. 2 1/2 X 2 112 X 1/4 X 6'-6'
8 1204 12' STD PIPE ~tLOMENT X 20'-0 1/4
MISCElLANEOUS
80 1212 ISECTION e HARDWARE KIT
I
2 VALIo4ONT
:::I PART
:::1 NU.l8ER
H
DESCRIPTION
HARDY/ARE SIZE (IN
SOL T CENERAl
OIA LONG NUT WS~
1 1/2 5
03/4 2
03/4 2 1/4
.3/4 2 112
112 1 112
1
2
J
4
5
6
1
8
9
10
1 1/2
03/4
1/2
0<:1<
0<:1<
00<
112 THI<
LAT
3/4
3/4
~5V OA TE
ThN7~'11
REV C><<
BY BY
REVISION DESCRIPTION
AER~.
UNIT QTY
WT PER
LBS) STR
158 5
178 3
175 5
28 1
\\06 3
I- I
I
.
QlY
AS TI.I PER
rlNlSK SPEC STR
HOCV AJ25 \9
HOCV AJ25 51
HOCV AJ25 7
HOCV AJ25 7
HOCV A325 3
HOCV A553 \9
HOCV A553 65
HOCV A553 03
HOCV -- 8
HOCV r435 7
j
(if!
~P'
rco
''''q
20 fl
rco
''''9
YCO I 215 ----...
195,00 IN
215.00 IN
YC01217
~
~
TY? UNLESS
5 8 NOTED OTHERWISE
)~
[(J.~
~'7
~ ";'... .-
-
J
/'
I <<t.
~v _ _ _ '" "'-'"
V ~ 3 X 7 X, 0) NOTED OTHERWISE
---
').,0
,f;,0'
~ TY? UNLESS
-:,. ~N01EO 0''''''''
'D-~
').,~
,<:-0'
r---.. _ __
'--( 4'[ 7 'f.. 9
TYP UNLESS
NOTED OTHERWISE
rYC01215
.!::= b
~
~
~ i~
~~
"1h
~~~'/ 2 'I
~
~
~~ ~
~ ---~
~
~
~
"""-
~~~
~
c~
~Qo
.~[)
5 T'l'P UNlESS
NOTED OTHERWISE
BIll OF' MATERIAL
(SHIPPING SEO.al F'OR All)
VAll.4ONT
PART NO.
C 1215 .oS. 3 112 X 3 112 X 3/8 X IT-l0 1115
C 1217 .oS. 5 X 5 X 5/15 X 15'-2 5/8'
C , 219 .oS. 3 112 X 3 112 X 3/8 X 18'-9 718'
C 1218 .oS. 2 112 X 2 1/2 X 1/4 X 6' 5"
C 1215 12" STD PIPE WELDMENT X 20'-0 1/4
DESCRIPTION
MISCEll.6.NEOVS
CC 1223 -TSECTION C HARDWARE KIT
1
!i V AlI.-:lN T
~ PART
~ f'.A)I,lBER
H
DESCRIPTION
HARDWARE SIZE (IN
BOLT
DIA lONG
1 112 5 1/4
3/4 2
3/4 2 1/4
3/4 2 112
112 1 112
1
2
3
4
5
5
7
8
9
10
N\JT
WSH'l
CENERAL
~9
UNIT OTY
WT PER
LBS) STR
155 6
161 ,3
, 63 6
28 1
1107 ,3
I- I
I
.
orr
"S n.. PER
rINISH SPE CST R
HOCV A325 19
HOCV A325 51
HOCV A325 7
HOCV ".325 7
HlXiV A325 3
HOCV A56.3 19
HOCV "553 65
HOGV "553 3
HlXiV - 8
HOCV HJ6 7
HAROWARE PER "ST'" ",325-91C, EXClUOE SECTIONS 5.3 ~ 9.2
DUPLICATE QRA'.vINC DISTRIBuTION T TEC S~CllON C COL~OOJ = GREEN
VAll.4ONT ENERe-y STEEL. TULSA, olel owe SIZE- i --Ci:ASs-COOE (I) 1 CLAss NO-:("j) 450
I"RRc-1 !!2.1'27m97/~ ~
Y'~~I ~~ W
.~ sPECI ~
....~1.1.~1~~
I I SHe,
SECTION C COLOR COOE . GREEN YCQI8'ez
NOTES:
1. HARDWARE QUANTITIES INCLUOE
5:1: EXTRA.
2. TO? rl~~CE CONNECTION WILL USE
1 1/2' DIA X 5 1/4'LC A325 BOLTS.
~~V DATE
..9!~1
oon::o; I
_tV Of(
8'f 8'f
REvISION DESCRIPTION
~
"ER~.
I 112
3/4
112
OCK
OCK
OCK
112 THI<
lAT
3/4
3/4
(~:LJ,
'.::;..;0
20 FT
'1'001115 ~
-
~
J~
)L1
~
~
175,00 IN
195.00 IN
'1'001118
rOo"
'>-
~ '>-...
rOo"
"'0
~
~
)~
~
~
","I
,~<:>'
,')..~
.(:>0'
4
7 TY? UNLESS
NOTED OTHERWISE
r l;:"A
)J
........:7
......--
( ~
~
, J
-v. X"' TYl> UNlESS
J A 5 9 J NOTED OTHERWISE
I::Y;\ TrP UNlESS
A~NOTED OTHERWISE
.1\
)
.. /
'r
.................. r - - TYl> UNLESS
~ J X 5 X 8 ) NOTED OTHERWISE
---
ryoolllS
co!::::::;::'
~
.........
~
~
~
~
....
'j
==::::...
~~4..~
- ~
1 5 TYp UNlESS
NOTED OTHERWISE
I /
~
'I ,~Q
1\'1\
BILL Of MATERIAL
(SHIPPINC SEQ.~1 fOR All)
VAU.<lNT
PART NO,
1117 4 J 112 x J 1/2 X 1/4 X IS'-7'
1118 45 X 5 X 5/16 X IJ'-8 5/8'
o 1120 4 J 1/2 X J 1/2 X 1/4 X 17'-S 1/4'
o 1119 42 112 x 2 112 X 1/4 X S'-S'
OllIS 10' SCH 40 PIPE WELCJ!,IENT X 20'-0 1/4
UNIT OTY
WT PER
LBS) STR
99 6
145 ~
105 6
28 1
9~6 ~
DESCRIPTION
IoIIscnl~EOUS
roc 1124 ISECTION 0 HARDWARE KIT
I
1- ,
I
~ S! V,l.lI.lONT DESCRIPTION .
HARDWARE SIZE {IN OTY
::I PART AST\,I PER
~ NIJI,ISER BOLT CENER,l.l
.... OIA lONC NUT WS~ FIH1SH SPEC STR
1 1 112 5 HOCV A~2S 19
2 S/8 2 HOCV A~2S 51
J S/8 2 1/4 HOCV A32S IJ
4 112 1 1/2 HOCV A~25 3
5 , 112 00< HOCV A5SJ 19
6 5/8 00< HOCV A56J S4
7 1/2 00< HOCV ,1.563 3
8 S/6 1 /2 THJ< HOCV - 6
9 S/8 lAT HDCV r4~6 7
NOTES:
1. HAROWARE QUANTITIES INClUOE
5~ EXTRA,
2. TOP rL~~CE CONNECTION WILL USE
1 1/2' OIA X S'LC ,1.325 BOlTS.
HARDWARE PER AST\,I A325-91C, EXCLUOE SECTIONS S.J & 9.2
DUPLICATE DRAWING DISTRIBUTION I TEC SECTIQN 0 COLOR ~ODE = YELLOW
VALIo<<JNT ENERGY STEEL. TULSA, OK'lowc-sii'E-"Q--- CLASS-Coot (1)Tcl;ssNO. (3) 450
I~~I ~I ~ I~
KRC I 121.fii97 NONE
.!::'~~I ~tIl'
~ SPEtH
~~V OA TE
~~,1
REV CH<
BY 8Y
REVISION DESCRIPTION
~us~
AERIAL CQI.t.l.
~
~
~
"'~'LI~I ~
I 4S~5'
I SECTION 0 COlM COOE . YELLOW
~
'r"5Om'z
20 FT
YE01125
TY? UNLESS
NOTED OTHERWISE
155.00 IN
175.00 IN
YE01127
TY? UNLESS
NOTED OTHERWISE
TY? UNLESS
NOTED OTHERWISE
TY? UNLESS
NOTED OTHERWISE
BILL Of" 1M TERIAL
(SHIPPING SEa,s1 fOR ALL)
VALMONT
PART NO,
E 1125
E I I 27
E 1129
E 1128
E , 125
UNIT
WT
LBS
91
121
97
27
920
CTY
PER
STR
5
~
5
I
~
DESCRIPTION
A. 3 1/2 X 3 1/2 X 1/4 X 15'-2 15/15
A. 4 X 4 X 318 X 12'-0 S/8"
A. 3 1/2 X 3 1/2 X 1/4 X 16'-1 0/16
A. 2 1/2 X 2 1/2 X 1/4 X ~-4 13/15
10' SCH 40 PIPE WELDMENT X 20'-0 1/4
t.lISCEU........EOVS
SECTION E HARDWARE KIT
~ V ALII:JNT DESCRIPTION .
HARDWARE SIZE IN OTY
:I PART AS nl PER
~ MJl./BER BOLT NUT WS~ GENERAL rIWISH SPEC STR
.... DIA LONG
I I 1/2 5 1/4 HOCV A~25 '9
2 3/4 2 HOCV A325 51
TY? UNLESS 3 3/4 2 1/4 HOCV A325 0
NOTED OTHERWISE 4 1/2 I 112 HOGV A325 3
5 112 00< HOCV A553 '9
5 3/4 00< HOCY A553 54
7 1/2 00< HOCV A553 3
8 3/4 112 THK HOCY 8
9 3/4 LAT HOCV '435 7
NOTES:
1. HARDWARE QUANTITIES INCLUDE
5% EXTRA.
2. TOP fLANCE CONNECTION WILL USE
I 1/2' DIA X 5 1/4'LG A325 BOLTS.
REVISION DESCRIPTION
AERIAL CQt.t,t.
20 FT
TY? UNLESS
NOTED OTHERWISE
1.36, DO IN
156.00 IN
'rFOl112
TY? UNLESS
NOTED OTHERWISE
I'
n? UNLE SS
NOTED OTHERWISE
TY? UNLESS
NOTED OTHERWISE
NOTES:
I. HARDWARE QUANTITIES INCLUOE
5" EXTRA.
2. TOP FL~~E C~~ECTION WILL USE
I 1/2' OIA X 5'LG A325 BOLTS.
~~v DATE
(JODI: .
wm::o;
Ptv 1)0(
8Y 8Y
TY? UNLESS
NOTED OTHERWISE
BILL OF MATERIAL
(SHIPPING SEO.-l fOR ALL)
VALMONT
PART NO. DESCRIPTION
F lTl0 4. J X J X 3/16 X 12'-2 1/16'
f 1111 4. 3 X 3 X 3/16 X 12'-11 5/16'
f ,',2 4. 4 X 4 X 3/8 X 10'-65/8'
F 1114 4. 3 X J X 3/16 X 13'-35/16'
F 1113 4. 2 1/2 X 2 1/2 X 1/4 X 6'-4 13/16
f 1109 8' SOH 40 PIPE WEl~ENT X 20'-0 1/4'
UNIT OTY
WT PER
LBS STR
47 6
50 6
106 J
52 6
27 1
727 J
t.lISCELLANEOUS
SECTION F HARDWARE KIT
REVISION DESCRIPTION
lIS;
AERIAL COW.
yTOO91"z
20 fT
YG01046
TY? UNLESS
NOTED OTHERWISE
116,DO IN
D6.DO IN
YG01049
TYP UNLESS
NOTED OTHERWISE
TY? UNLESS
NOTEO OTHeRWISE
TY? UNLESS
NOTED OTHeRWISE
TY? UNLESS
NOTEO OTHERWISE
BILL OF MATERIAL
(SHIPPING 5EO.-l fOR ALL)
V AU,<<:lNT
PART NO,
G 1047 4. 3 X 3 X 3/16 X 10'-8 13/16'
G 1048 4. 3 X 3 X 3/16 X 11'-6 3/16'
G 1049 4. J 1/2 X J 1/2 X J/8 X 8'-10 11/16
G 1051 4. 3 X 3 X 3/16 x 11'-9 7/8'
G 10S0 4. 2 1/2 X 2 1/2 X 1/4 X 6'-3 11/16
G 1046 8' SOH 40 PIPE WEL~ENT X 20'-0 1/4'
UNIT OT'/'
WT PER
LBS STR
42 6
45 6
77 J
46 6
27 ,
665 J
DESCRIPTION
t.lISCELlANEOUS
SECTION G HARDWARE KIT
2 VALI.()NT DESOUPTION .
HARDWARE SIZE IN OTY
;lI PART AS hI PER
~ NlJI,48ER BOLT NUT WS~ GENERAL rIOIS>< SPEC STR
H DIA LONG
1 1 4 HOCV A325 19
2 5/8 2 HDCV A325 86
3 5/8 2 1/4 HOCV A325 7
4 1/2 1 1/2 HOCV ,1,325 J
5 1 lOCK HOCV AS63 19
6 5/8 OCK HOCV AS63 93
7 1/2 OCK HOCV AS63 3
8 5/8 1/2 THl< HOCV 11
9 5/8 LAT HOCV f435 7
HAROWARE PER ASTt.l AJ25-9IC. EXCLUDE SECTIONS 6.3 & 9.2
1~~_~~CTIQ~_~QLOR CODE =_WHITE________
DWC SIZE Q CLASS CODE (1) 1 CLASS NO. (J) 450
"'.... ". l
KRC - 12lTIi97 r<QNE ~
.A. _~ ~J
OT" lelf I nn-:-n ~
~u.
~
NOTES:
1. HARDWARE OUANTITIES INCLUOE
5" ExTRA,
2. TO? fLANCE CONNECTION WILL USE
l' OIA X 4'LG AJ25 BOLTS
REVISION DESCRIPTION
C T
""ERIAl C()II,/.
20 FT
T'r? UNl ESS
NOTED OTHERWISE
S5.DO IN
116.00 IN
'rHO 1 ODO
TY? UNLESS
NOTEO OTHERWISE
T'/'P UNLESS
NOTEO OTHERWISE
TY? UNLESS
NOTEO OTHERWISE
TYP UNLESS
NOTED OTHERWISE
BIll OF MATERIAL
(SHIPPING SEO..' fOR All)
V ALIoAONT
PART NO,
H 0998
H 0999
H 1000
H 1002
H 1001
H 0997
UNIT
WT
LBS
31
34
65
34
27
355
OT'/'
PER
STR
6
6
3
6
1
3
DESCRIPTION
4. 2 1/2 X 2 1/2 X 3/16 X r-7 '/2'
4. 2 1/2 X 2 1/2 X 3/16 X 10'-4 15/16
4. 3 1/2 X J 1/2 X 3/8 X T-5 3/4'
4. 2 1/2 X 2 1/2 X 3/16 X 10'-8 1/8
4. 2 1/2 X 2 1/2 X 1/4 X ~-3 3/8'
5' SOH 40 PIPE WElOMENT X 2~-0 1/4'
t.lISCElLANEOUS
SECTION H HARDWARE KIT
2 VAll.()NT OESCRIPTION .
::I PART HARDWARE SIZE IN OTY
~ ~BER BOLT GENERAL fINIS>< ASTM PER
H OIA lONG NUT WS~ SPEC STR
1 7/8 3 1/4 HOCV A325 13
2 3/4 1 3/4 HOCv A325 38
3 3/4 2 HOCV AJ25 16
4 1/2 I 1/2 HOCV A325 3
5 7/8 OCK HOCV AS~3 13
5 3/4 OCK HOCV A5&3 54
7 1/2 00< HOCV A5&J 3
8 3/4 3/8 THK HOCV 11
9 3/4 flAT HOCV f435 7
'rH00997
NOTES:
1. HARDWARE OUANTITIES INClUOE
5" EXTRA.
2. TO? fLANGE CONNECTION WILL USE
7/8' DIA X 3 1/4'LG A325 BOLTS.
. v
l~
REVISION DESCRIPTION
uS (>>It
AERIAL CQt.t.I.
YH0078Z
20 FT
T'r? UNLESS
NOTED OTHERWISE
96.00 IN
YI00715
TYP UNLESS
NOTEO OTHERWISE
TY? UNLESS
NOTED OTHERWISE
TY? UNLESS
NOTED OTHERWISE
TY? UNLESS
NOTED OTHERWISE
BIll OF MATERIAL
(SHIPPING SEO..' fOR All)
VAlMONT
PART NO,
I 0712 4. 2 X 2 X 3/16 X 8'-7 11/16'
I 0713 4. 2 X 2 X 3/16 X 8'-10 15/16'
I 0714 4. 2 X 2 X 3/16 X 8'-10 15/16'
I 0715 4. 3 112 X 3 1/2 X 1/4 X 7'-7'
I 0717 4. 2 X 2 X 3/16 X 8'-9 1/8'
I 0716 4. 2 112 X 2 1/2 X 1/4 X 6'-03 3/8'
I 0711 3 1/2' SOH 40 PIPE WElOl.l(NT X 20'-0'
UNIT OT'/'
WT PER
lBS STR
22 6
23 6
23 6
46 3
23 6
27 1
221 3
DESCRIPTION
t.lISCHlANEOUS
SECTION I HARDWARE KIT
~ VAll.()NT DESCRIPTION .
HARDWARE SIZE IN OT'/'
:2 PART Asn.. PER
~ Nl.JI,4BER BOLT NUT WS~ GENER"'L 110151< SPEC STR
H DIA lONG
1 3/4 2 3/4 HOCV A325 lJ
2 112 1 112 HOCV ...325 103
03 112 1 3/4 HOCV AJ25 19
4 3/4 00< HOCV A56J lJ
5 1/2 OCK HOCV "'563 122
6 112 3/8 THl< HOCV 14
7 112 lAT HOCV f436 7
YIOO1l1
NOTES:
1. HARDWARE QUANTITIES INClUOE
5:C EXTRA.
2. TOP fl~~GE CONNECTION WILL USE
3/4' OIA X 2 3/4'LG A325 BOLTS.
pcy 1)0(
8Y BY
REVISION DESCRIPTION
AERIAL CQI.f./.
'/'~z
o
TYP UNLESS
3 NOTED OTHERWISE
~
:;-
~ ~ .
" ....... "
"'" ::;;00.,
.~
.~
( 4' " 0
96.00 IN
- ...-
YJ00451
~-y-
---- ~
~
..r:r 7
Zl'
7i
lJo ~
0 -:7'
~\ ~~
. ~ ~~/
~I
00 )< -- .7:1..""
~ ""'-~
- - ~
=- 2Xo3X5 TYP UNLESS ::::,...
NOTED OTHERWISE -- ~
~
-= ~.;;;>
:;;.--
=
I- r.
~ 'Jo, .,.. f
I ~~
10 FT
".
1-"'00
~J.)
YJOO449 ~
-
~
TYP UNLESS
3 NOTED OTHERWISE
.~~
" r
~.,"J
...)~~
'-.J. X X TYP UNLESS
~ 2 03 4 NOTED OTHERWISE
~- -
r Y JOO449
o.
c:=~
NOTES:
1. HARDWARE QUANTITIES INClUDE
5:11 EXTRA.
~
VAlMONT
PART NO,
J 0450
J 0451
J 04503
J 04~2
J 0449
BILL OF MATERIAL
(SHIPPING SEO..l rOR All)
DESCRIPTION
4. 1 3/4 X 1 3/4 X 3/16 X 8'-8 5/16
4. 3 1/2 X 3 1/2 X 1/4 X T-8 1/8'
4. 1 3/4 X 1 3/4 X 3/16 X 8'-10 3/8
4. 2 1/2 X 2 112 X 1/4 X 6'-33/8'
2 1/2' SOH 40 PIPE WElDt.lENT X 10'-0'
t.l I SCEL l ANE OUS
JC 0457 ISECTION J HARDWARE KIT
I
!! V ALI.()NT
:I PART
~ N\NBER
H
1
2
3
4
5
DESCRIPTION
HARDWARE SIZE (IN
BOl T GENERAL
DIA lONG NUT WS~
112 1 112
112 1 3/4
1/2
D
D
OCK
3/8 THl<
lAT
~
~~~
UNIT OTY
WT PER
lBSl STR
20 6
46 3
20 6
27 1
98 3
1- 1
1
.
OTY
ASTt./ PER
flNISM SPEC STR
HOCV
HOCV
HOCV
HOCV
HOCV
A325 53
A325 13
A563 66
7
7
F435
HARDWARE PER AST~ A325-91C, EXClUDE SECTIONS 6.3 & 9.2
DUPLICATE DRAWING DISTRIBUTION I liC SECTION J COLOR COOE = PURP\.E
VALMUNI lNtJ(\"T ~lllL, IUL~A, U~, I OWE SIZE Q--CLASSCOOE(l)l--clASS NO. (3) 450
~llOl.l~1 ~ I~
KRCI 12iTIi97 NONE ~
.. 1'\~ I ~tI(' ~
"e ~
....~I.~.!'!!!i!!;.~
I 699'
I . ~
SECTION J COl~ CODE. PUlPlE 't'JOOiOz
~~V DATE
.!!~I
1104331-011
Rev 1)0(
BY BY
112
112
REVISION DESCRIPTION
A E/I':rffi..w .