HomeMy WebLinkAbout06-5487
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5487
ermit Number: 5487
Permit Type: COMMERCIAL
Class of Work: ADD/AL T COMMERCIAL
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost: 40,000.00
Date Issued: 2/24/2006
Total Fees: 387.50
Amount Paid: 387.50
Date Paid: 2/27/2006 Phone:
Work Desc: ADD ANTENNAS TO EXISTING CELL TOWER
Address: 6217 8TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 02-26-21-0080-00AOO-0070
Name: NEXTEL SOUTH COMM
Address: 6217 8th st
ZEPHYRHILLS, FL. 33542
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DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC,
MISC. INSULATION CEILING MISC. MISC.
MISC, DRIVEWAY MISC. MISC.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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 permits will be issued to the person owning same
nWarning 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. n
NO OCCUPANCY BEFORE C.O.
iu4ttfr~~ ~ ~
C NTRACTOR SIGNATURE PERMIT OFF I
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CONSTRUCTION
AND
TECHNICAL SERVICES
WIRELESS SERVICES 387-A Cornelius Street . HilIsborough, NC 27278 ' Phone (919) 732-1] 74 ' Fax (919) 732,3180 . wW\Ii,kci.com
August 22, 2006
City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542
RE: Permit Number 5487
To Whom It May Concern:
Please cancel the building permit application for the Nextel Communications site FL 3412 Bird Lake to
add antennas to the existing telecommunications tower located at 6217 8th Street, Zephyrhills, Florida,
Nextel Communications has decided not to construct this site,
If you have any questions regarding this matter please feel free to contact me at (919) 732-1174,
Thanks,
~
Resource Technologies, Inc DBA KCI Wireless Services, Inc
CGC 1506194
Notary State of ~ L County of -1~ l h illJr\Jq~ , _.
Sworn to and sUbscribe~before me this day ,-2). of ~U LjiJ J {-
Personally Known V OR Produced ID
2006 .
Type of ID ProducM ,
.l11gU L}
Notary Signature:t l/' .
Commission Expires:
J.l ' ) . ,-) (
"1) :J1 f. LU~
,~~'Jt."" A.I'-I~ A It LEWIS
'~l:"l!;}, I'ImXLI'\
i.: ':.\ MY COMMISSION II DO ~
~" . i.orJ EXPIRES: March 20, 2010
""~Rr;~~ Bonded Thru NoIary NlIic Undelwriters
KCl WIRELESS SERVICES, INC.
www.kci.com
Enlplo.vcc-O'l-v1!ed SUitt 1988
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CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8~ St, Zephyrhi11s, FL 33542
813-780-0020 FAX: 813-780-0021
\13010(.,
DATE RECEIVED
O~'R" N~' ~ ~#
JOB ADDRESa-g~ e
PHONE CONTACT FOR PERMITTING An~a.... &\:3 ,..... 0 -
~ d-BOO
r~Y\C '"ON'
hLfrhiUs 1 FL 335t-~
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION
PARCEL ID # O~-d.lp -~I-()D8D - 6DAOo.OBfi/.i"lfJ PROPERTY TAX NOTICE)
WORK PROPSED: DNEW CONSTRUCTION ~DITION DALTERATION 0 REPAIR 0 INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
~MMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL, L-
DESCRIPTION OF WORK A- cld lU.;teAt.~ s -ID L\c! I~ &1\ Il)~r
BUILDING SIZE .11. '5')( dD. 0 · SQUARE FOOTAGE loCx) I HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
& (1) SET ENERGY FORMS.
FORMS.
~c..
~'V')~~
~L
~ILDING
~ELECTRICAL
PERMITS REQUESTED
%. DOQ VALUATION OF TOTAL CONSTRUCTION /
';<00 AMP SERVICE 0 Progress Energy iY" W.R.E,C,
$
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
BUILDER
~
~~
C~PANY CL
I\CJ Wartl ~
STATE CERT OR REGIST #
SIGNATURE
~ ******************************************************************
'3.-:;: 'UC=CUN LlIL~' . CO."" W\~L E!Wri(., \(It.. @
SIGNATURE ~---.....~---t~ATE CERT OR REGIST # EC. ~5 ~
/
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
..................
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CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations, If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law, If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020,
Furthermore, if the owner 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 signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work, If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
0, CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs, If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E, CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated, I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction, I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance, Such agencies include but are not limited to: *Department of
Environmental RegUlation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S, Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc,", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced, One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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, JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
Hi Us tDrbLlBh-
rument wa~acknowledged,_
da lllVO/1, 2~
STATE OF FLORIDA
COUNTY OF
The foregoing i s
Befor me this
by
, ~ (name of person
~who is personally
Owho has produced
--./ (type
I!I did not
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
acknowledged
, 20
(name of person acknowledged)
C1ho is personally known to me, or
o who has produced
(type of identification)
and who Odid [}:lid not take an oath
Signature of person taking acknowledgment
Name typed, printed or stamped
This Instrument Prepared By
1111111111111111111I1111111111111111111111111111111111111111
2006037937
Rcpt: 972747
DS: 0.00
02/24/06
Rec: 10.00
IT: 0.00
Dpty Clerk
Permit No.
Parcel No. 02-26-21-0080-00AOO-0070
Nextel Site # FL 3412 B Bird Lake
NOTICE OF COMMENCEMENT
JED PITTMA~ PASCO COUNTY CLERK
02/24/06 0-, : 3!pm 1 of 1
OR BK 685:) PG 1607
STATE OF FLORIDA
COUNTY OF PASCO
THE UNDERSIGNED hereby gives notice that improvements wiJI be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of property, and street address if available)
6217 8th Street, ZephyrhiJIs, Florida 33540
A portion of a parcel of land lying in Section 02, Township 26S, Range 21E, as recorded in Plat Book 4, Page 109 of the Public
Records of Pasco County, Florida
2. General description of improvement:
Install antennas and electric, teIco and grounding on an existing telecommunications tower.
3. Owner information
a. Name and address: Nextel Communications Telephone: (813) 806-4027
4710 West Eisenhower Blvd, Building D, Tampa, Florida 33634 Fax: (813) 806-4170
b. Interest in property :Leasehold
c. Name and address of fee simple titleholder (if other than owner): City of Zephyrhills
, .
t tt~~~t.
~
Contractor: (name and address) KCI Wireless Services Telephone:
10150 Highland Manor Drive, Suite 140, Tampa, Florida 33610
(813) 740-2300 X 272
5. Surety
a. Name and address:
b. Amount of bond $
N/A
N/A
6. Lender: (name and address)
N/A
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1) (a) 7, Florida Statutes: (name and address)
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Leinor's Notice as provided in
Section 713. 13 (1)(b), Florida Statutes: (name and address)
9.
Eric Pogoda
(Print Owner's Name)
Sworn to and subscribed before me this February 9, 2006 by Eric Pogoda
identification. r, ! "
'-, 1 .-' rC' 'J
~'),~"'1,7L'/" '",/~~ ' 4
..:i" .f4: . ,...,. ". /. / ./
:-.....,-11 , . U, \:1 ~/l/. ~I.I rJ -.
(Signature of Notary Puolic)
who is personally known to me OR produced _ as
Notary's Name:
Notary's Commission Expires:
+O~~:.Y.:~8('c> BARBARA A, BONDURANT
. . * MY COMMISSION' DO 466604
EXPIRES: September 1, 2009
Bonded Thru Budget Nolary SeMces
City of Zephyrhills - Building Dept
Phone: (813)-780-0020
FAX: (813)-780-0021
-----------------------------------------------------------------,
: TO: Angela Lewis FROM: Karen :
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: FAX#: 813-740-0258 FAX#: 813-780-0021 :
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: DATE: 8-23-06 # OF PAGES: 1 :
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: MESSAGE: In response to your request we have cancelled permit number 5487 located at :
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: 6217 8th Street effective August 23,2006. Ifwe can be of further assistance, please contact :
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: us. Thank you. :
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-----------------------------------------------------------------~
KCI WIRELESS SERVICES, INC.
)0150 Highland Manor Drive
Suite ) 40
Tampa. Florida 33610
(813) 740-2300
(8)3) 740-0258 (Fax)
FAX TRANSMITTAL
Job Number:
J()b Name:
~~n~
~umber of Pages Including Cover: ~
TO: CiJu bL2.wburM)S
Company: 5~ 11tJ..l n ~_ DCQI1rfn(ltL+
FaJ< Numberl'6'0) I~D -- 000 5 PbODeNnmber:
(lvtgfJa..fDil15
Subj.et: ~_ ~ptrt11LnWtxF 6"431
\
u
~
late:
Time:
FROM:
o Please call if you have questions
D In accordance with your request
D Far your use
o Please distribute
o Submitted for your records
o Please call once fax is received
o H8.Jd copy to follow
o Please contact this office
o Will follow up with a phone can
o Other:
Comments:-. . , .
7le!5t ebll+\r~ W~U\ Wrctfl"3 C(LUt Ikd.
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'^.~~~: :387--kComt~,S~' ^KI~:!i(;;Z7278 ~ ~ C9.19.>:m'11..:,~,..t9~9~ 15Z.31IlO,:~ ~I!!;i.aml,
i:
, AUQU$t'22, 2006
CIty of Zephyrhills
Buildin2 Department
5335 8 Street
Zephyrhills, Florida 33542
RE: Permit Number 5487
To Wtl~ It ~ CQn~m:
Please oancel1he building pennit application for 'the Nextel Communications lite FL 34'12 Bird Lake to
add antennas to the existing telecommunications tower located at 62178* Street, Zephyrhllls, Florida,
Nextel Communications has d~lded not to construct this site.
If you have any questions regarding this matter please feel free to contact me at (919) 732-1174.
-_._~_...._..._-- .-.
.s~ -t~
Resource Technologies, Ine DBA KCI Wifeless Servk:es, lno
CGC 1506194
Notwy Stale of r-L County Of Hi ll"5h)(9LAgl;l
Sworn to and subscribed before me this day ~ of ~ Lt ~,~.
Personally Known V OR Produced 10
Type of ID Producerrr
Notary &g-...:--LLy'\~
Commission expIres:
4<~
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, '..... ...,_ ........._~.._a_..._'_.,.._. ...._._ ~,"'.__..'__,__.__..__
TRANSACTION REPORT
AUG/23/2006/WED 08:25 AM
P.Ol/Ol
RECEIVER
97400258
TYPE/NOTE
OK
SG3
...".,.".................
........................
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...................
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.:;;:; i~ ~i:
,City :of,Zepbyrhills ~ Buil~gDept
Phone: (813)':780-0020
:FAX: (813)-780-0021
~claLew~ KM~
FAX#: ,813-740-0258 813-780-0021
DATE: 8-23-06 1
MESSAGE: In response to your request we have cancelled permit number 5487 located at
6217 8th Street effective August 23, 2006. Ifwe can be offurther assistance, please contact
'us. Tharik you.
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I_____________________________________________~-------____________~
~
KCI TECHNOLOGIES, INC,
10150 HIGHL.AND MANOR DRIVE
SUITE 120
TAMPA, FLORIDA 33610
CIVIL ENGINEER:
DARRYL J, KROEZE, PE
FlllCENSE NO, 53092
ELECTRICAL ENGINEER:
LUIS G, V ARGAS JR,
FL LICENSE NO, 52139
SURVEYOR
KCI TECHNOLOGIES, INC,
10150 HIGHLN'<D MANOR DRIVE
SUITE 120
TAMPA, FLORIDA 33610
GREGORY K, MCKNIGHT, PS,f,l
FL, LICENSE NO, 6057
PROJECT TEAM
KCI PROJECT MANAGER,
M, BURNS 813'7470-2300
SITE ACQUISiTiON CONSULT ANT;
BOB KILLIAN 813-267'1059
KCI CONSTRUCTiON MANAGER:
HANK HAYNES: 813,205'4269
NEXTEL RF ENGINEER:
DANG LE 954-658-3564
KCI JOB 1* 10054100A8
CONSULTANT TEAM
NEXTEL SITE NAME
BIRD LN<E
NEXTEL ~TE NUMBER
FL-3412.B
T'MOBILE SITE NAME
PASCO COUNTY
NEXTEL SITE NUMBER
A2G082
SITE ADDRESS
6217 8TH STREET
ZEPHYRHILLS, FLORIDA 33540
(PASCO COUNTY)
TOWER OWNER
T-MOBILE USA,INC
3111 W, DR, MARTIN L, KING JR, BL VD" #'400
TAMPA, FLORIDA 33607
CONT ACT: BOB KILLIN'<
PHONE: (8131 267-1059
.APPLICANT :
NIIlS
rDA COMPLIANCE : I
Ua.ITY ~ I.tIINf€O ;H:) NOT fOR .......... 'WllT AfiCt<.
PROJECT SUMMARY
NEXTEL CORPORATION
4710 EISENHOWER BLVD,
BLDG, D--l
TAM.PA, FWRIDA 33634
(813) 806-4000
BIRD LAKE
SITE No. Flr-3412-B
SITE NAME:
BUlLDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES,
REVISIONS
NO, DATE
, ISSUED FOR CONSTRUCTiON
2
3
I DATE:DECEMBER 13,2005
LAKE
6217 8TH STREET
ZEPHYRHILLS, FLORIDA 33540
(PASCO COUNTY)
CO-LOCATE COMMUNICATIONS FACILITY ON
EXISTING 190' SELF SUPPORTED TOWER
BIRD
4
5
6
~).~
REVIEW DATE:JI '-' I
CITY OFZEPHY lLLS),/irj$ {.~.,
BUILDING OFFICIAL ) j ()
f,'" KCI
A _ TECHNOLOGIES
FWRIDA UCE.VSE NO, EB00048S8
KCl TECHNOLOGIES, INC,
10150 HIGHlAND MANOR DRIVE
SUITE 120
TAMPA, FLORIDA 33610
(813) 74~2300
DARRYL J. KROEZE, PE, UCENSE NO, 53092
THIS DRAWING IS COPYRIGHTED f#J is THE
PROP[RTY OF NEXTEL SOUTH CORPORATlO
IT IS PRODUCED SOlELY FOR USE BY
NEXTEL mo ITS AFFILIATES, REPROO\JCTiOr
OR USE Of' THIS DRAWING AND/OR THE INf
ATiON CONT AlNED IN IT IS FORBiDDEN WIH1
THE WRIHEN PERl.iISSiON Of' N[XTEL
SOUTH CORPORATION,
DIRECTIONS TO SITE:
FL-3412-B
1,75 TO SR 54 (EXIT 279) HEAD EAST INTO ZEPHYRHILLS GO
PAST SR 301 TO 8TH STREET AND TURN LEFT GO TO DEAD END
AND TOWER IS ON YOUR LEFT,
SHT.
No.
THE FOLLOWING PARTIES HEREBY APPROVE
AND ACCEPT THESE DOCUMENTS AND
AUTHORIZE THE CONTRACTOR TO PROCEED
WITH THE CONSTRUCTION DESCRIBED HEREIN
ALL CONSTRUCTION DOCUMENTS ARE SUBJECT
TO REVIEW 8Y THE LOCAL BUILDING
DEPARTMENT AND ANY CHANGES OR
MODIFICATIONS THEY MAY IMPOSE,
~r :~:: .~l) !
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DESCRIPTION
..
I SiTE NAME :
T,'
C'I
C'2
C'3
N'I
E-1
E-2
E'3
E'4
TITLE SHEET
SITE PLAN
COMPOUND DETAIL
DETAILS
GENERAL CONS TRUCTION NO TES
ELECTRICAL SPECIFICATIONS
POWER AND TELCO PLAN
GROUNDING PLAN
ELECTRICAL DETAILS
DATE
BIRD LAKE
I SITE NUMBER ;
FL-3412-B
LANDLORD
~_~T TifL~--
~
I SITE ADDRESS :
NEXTEL
38122 HENRY OPIVE
ZEPHYRHILLS, FLORI\)A 33540
\PASJ;O COUNTY)
DATE
~
~'~......~
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l
...
SHEET INDEX
APPROVALS
~
VICINITY MAP
KCIJOB #' :
PROJECT AREA
PROPOSED NEXTEL
LEASE AREA
UT IL ITY EASHENT
NORTowEST CORNER Of
THE SOUTH 1/2 Of THE
SOUTHWEST 1/4 Of
SECTION 2. TewNSHIP
26 SD.lTH. RANGE 21 EAST
.~.~.\~
\- - --<
~~ ------~--~----- - ~----K---~ - -~~~;Yo~,~~I~~
-' i5 ,.
POINT OF
POINT OF
PROPOSED 20'xJO'
NEXTEL LEASE AREA
F IR&C 112
PSM 4513
FENCE TIE
0.0' S
0.8' E
FOUND CONC
"ONUMEN T
.. ")(4 If WI
NAIL/DISC
PLS 627
FENCE T[E
0,3' N
0,4' E
LEGEND:
~ = WA.TER VALVE
(p) = PLA.T DATA
[C) = CALCULATED DATA
[F) = FIELD DATA
[D) = DEED DATA
~E~& : ~3~m~8/SHEL TER
ELEY, = ELEVATION
FD,O.T,= bfD~~~~s~asm~~T
FL = FLORIDA
CPS = ~~9~ttl\,~SITIONINC
to = IDfNT!FICATION
I NC. = INCORPORATED
":S = "ITERED END SECTION
NAD = NORTH AMERICAN
DATUM
# NUMBER
10 IDENTIFICATION
TRA~~~ ~H~M'l;M~S MARKER
-01<- OYERHEAO LINE
-0- FIRE HYDRANT
40 0
~..
FOR 24".~" DRAW~S
GltAPHIC S(JtEI 'HCH . 20 FEET
40
,
80
1
~o
fOR lr.17" ORAWINCS
GRN'HIC S(JtE I 'i'CH ' 40 fEE T
SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST,
PASCO COUNTY', FLORIDA.
01<
:)t<
OH
QH
OH
QH
01<
OH
'H
~
ID
liD
lWI
- - - - - - - - - - - - - - - - - - - - - - - -',
/
200,00'10)
199,94' I.)
199,67' 1 C)
FENCE TIE
D,S' S
~i;~~f
TIE
Ie..
0;""0
_r-<t>
o~~
Ol'1'O\
0........
o~~
N~ ~
~:~
~g~
00
00
zz
12' ICE
BR lOGE
NCFS
FENCE TIE
9,5' N
1.0' W
6' CHAIN
LINK FENCE
l:~~"l~'~ I
CONC
EOU IP
FUEL ANK PAD
ON CONe
POINT OF
TERMINUS
15 NON-EXCLUS I VE
UTILITY EASEMENT
Iv
00;'"
--~~
OO~
~~~
o
o
N~~
;8?)
Bo'.--
,-"ON
00
00
'-"'-"
160,4'
6' CHAIN
LINK FENCE
INTERIOR I>.lPROVEMENTS, IF ANY. OTHER THAN
SHOWN HEREON. WERE NOT LOCATED AS PART
Of THIS SuRVEY
15 NON EXCLUSIYE
UT I L I TY EASE"ENT
;...,
.;
FOUND CONC
"ONU"ENT
.. "x4"
1 NO [D)
FENCE T[E
0,9' N
0,4' W
S6S' 50' 15"W
S89'17'0'''W
S89.J6' 15"W
200,00'10>
199,90'1.>
199,94' IF>
6' CHAIN
LINK FENCE
SITE PLAN
SCALE: AS NOTED
N
L = IRRICATION CONTROL ~ = UTER ":TER
CASS = mn.tw I CAL I ~ = OAK TREE
NAYOse = NORTH AMERICAN !I!l = ELECTRIC NETER
NCCS = NoEn'\~t~ ~M~~ 1988 '..oJ . TELEPHONE PEDESTAL
OR SET !jl = CROUNO RING
NgH : ~~~~~~'D WIRES E-- = GUY WIRE
PKWY = PARKWAY L':-o.,: CAlE
18~ : l~ 8~ ~t~~E W, 0.= mE Gu I DE
TYP = TYPICAL ~= SATELLITE DISH
R[F. ~~R : ~~~~~E~~~~t~6~T c:::s = PROPANE TANK
F I P = FOUND I RON PIPE '{)-, = UTI L I TY POL E
Few = FRHND CONCRETE !.4ONUI.E.NT-')(--)(- = CHA1NLlNK FENCE
F IR~ = 'riND ORON RO~ t ~AP -11---1I----- = WOOD FENCE
SIR = E~ ,J~o~ ROD A 5/8' . = LIGHT POLE
,PIKW . ,OUND PARKER--ULON a BENCHMARK
NIIL AND DISK t CENTERLINE
SP/KW . SET PARKER-KALON & AND
NAIL AND DISK W/ WITH
E[~ : ~Imm BUSINESS Eg~~P EimNE~.'TR~CDROS
TELE - TELEPHONE A1t IIR C NhlT ONER
- . SEE N T~ 1
-.. "" ELECTRIC RACIC/H BRACHT
N
"...:.--::.:'......
:<i
OH -'00
1'-
,~.;~:
,':';"lj. --
w
E
PROJECT lOCA.T ION
(J A.CK SON COUNT'f'.
FLOR Ie-A]
It,
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE TABLE
BEARING DISTANCE
, N6S' 50' 15"E 667,52' 10
2 500'OO'00"E 25,00' 10
3 500'OO'00"E 106,06' 10
4 N89'40'52"E 0.80'10
5 NOO.,I'34"W JO,OO'IO
6 N89.46'26"E 20,00'10
7 500'II'34"E 30,00'10
B S89'46'2&"W 20,00'10
9 N69.'6"0"E 96,20'10
10 501'44'49"W 60,10'10
II 5SJ'4J'42"w 2\.60'10
12 N86'15'11"W 76,JO'10
13 NOO.OO'OO"W B9,JO'10
14 500'OO'00"E DO,98' 10
15 N90'OO'00"E 17,09'10
16 NJ9'S8'06"E S2,J5'10
NOTE: L I : LINE I
VICINITY MAP LOCATOR MAP
DESCRIPTION:PARENT TRAC~iA~Op~~~IEDED BY CLIENTll NOT TO SCAlE
COMMENCING AT THE NORTHWEST CO~NER Of THE SOUTH 1/2 Of THE SOUTHWEST 1/4 Of SECTION 2.
TGWNSHIP 26 SOUTH. RANGE 21 FEAST. iN PASCO COuNTY. FLORiDI. RuN NORTH 8a'50'\5' EIST. A
DISTANCE Of 661.52 FEET ALONG THE NORTH LINE Of THE SOUTH 112 Of THE SOUTHWEST 1/4 Of
SECTION 2. THENCE SOUTH 25.00 FEET FOR A POINT Of BEGINNING. SliD POINT LYING ON THE
SOUTH RIGHT-Of'WAY LINE Ill' HENRY DRIYE. THENCE RUN NORTH 8S'50'15' EAST. A DISTANCE Of
200,00 FEET ALONG THE SOUTH RIGHT-Of'WAY LINE Of HENRY DRIYE> THENCE SOUTH 200,00 FEET.
THENCE SOUTH 66'50'\5. WEST, A DISTANCE Of 200.00 FEET. THENCE NORTH 200.00 ,EET TO THE
POINT Ill' BEGINNING, BEING A PORTION OF TYSON SUBDIVISION, AS RECORDED IN PLAT BOOK 4.
PAGE \ 09, PASCO COUNTY RECORDS,
DESCRIPTION:PROJECT AREA IAS PROVIDED BV CLIENTll
A PARCEL Of LANO IN THE SOUTH 1/2 Of THE SOUTHWEST 1/4 Of SECTION 2, TOWNSHIP 26 SOUTH.
RANGE 2' EAST. PASCO. FLORIDA. ALSO BEINC A PORTION Of TYSON SUBDIYISION. ACCORDING TO
THE MAP OR PLAT AS RECORDED iN PLAT BOOK 4. PAGE 109, Of THE PUBLIC RECORDS Of PASCO
COUNTY. ,LORIDA> SAID PARCEL Of LAND BEING MORE PARTICULARLV DESCRIBED AS FOLLGWS:
FOR A POINT Of REFERENCE. COMMENCE AT THE NORToWEST CORNER OF THE SOUTH 1/2 OF THE
SOUTHWEST 1/4 Of SECTION 2, TGWNSHIP 26 SOUTH. RANGE 21 EAST, PASCO COUNTY FLORIO,.
THENCE NORTH 8S'50'\5' EAST, ALONG THE NORTH LINE OF SAID SOUTH 1/2 Of THE SOUTHWEST
1/4 Of SA[D SECTION 2. A DISTANCE Of 661.52 ,EET. THENCE SOUTH 00'00'00' EAST. A
DISTANCE Of 15.00 fEET TO A POINT WHICH LIES ALONG THE SOUTH RIGHT Of WAY Of HENRY
DRIYE. SAID POINT BEING' POINT Of BEGINNING' THENCE NORTH 89'\8'10' EAST. ALONG SAID
RIGHT OF WAY LINE, , DISTANCE Of 96,20 ,EET. THENCE SOUTH 01'44'49' WEST. A DiSTANCE OF
60,10 FEET. THENCE SOUTH 53'43'42' WEST. A DISTANCE Of 21.60 FEET. THENCE NORTH
66'15'1" WEST. . DISTANCE Of T6.JO FEET> THENCE NORTH 00.00'00' WEST. A DISTANCE Of
89,JO FEET TO THE POINT Of BEGINNING,
DESCRIPTION: PROPOSED NEXTEL LEASE AREA I AS REOUESTED BY CL [ENT 11
, PARCEL Of LAND LYING WITHIN SECTION 2. TOWNSHIP 26 SOUTH. RANGE 21 EAST. PASCO COUNTY
FLORIDA, S'ID PARCEL BEING MORE PARTICULARLV DESCRIBED AS FOLLOWS'
COMMENCE AT THE NORToWEST CORNER Of THE SOUTH 112 Of THE SOUTHWEST 1/4 Of SECT [ON 2.
TOWNSHIP 26 SOUTH. RANGE 21 EAST, [N PASCO COUNTY. FLORIDA, THENCE RUN NORTH 8S'50'I5'
EAST. ALONG THE NORTH LINE OF SAID SOUTH 1/2 Of THE SOUToWEST 1/4 Of SECTION 2, A
DISTANCE Of 667.52 FEET: THENCE RUN SOUTH 00.00'00. EAST. A DISTANCE ~ 108,06 FEET'
THENCE NORTH 89'40'52' EAST. 'DISTANCE Of J.n FEET TO THE POINT Of BEOINNING,
THENCE NORTH 00.11 '34' WEST. A DISTANCE Of JO,OO ,EET' THENCE NORTH 89'48'26"E. A
DISTANCE Of 20,00 ,EET. THENCE SOUTH DO'II'J4' EAST, A DISTANCE OF 30,00 FEET. THENCE
SOUTH 89.48'26' WEST. . DISTANCE Of 20,00 ,EOT TO THE POiNT OF BECINNiNG,
SAID PROPOSED NEXTEL LEASE AREA CONTAINING 600 SDUARE FEET [.(JRE OR LESS,
DESCRIPTION:EXISTINC UTILITY EASENE~T IAS PROY[DEO BY CLIENT),
A STRIP OF LAND LYlNC WITHIN SECTION 2, TOWNSHIP 26 SOUTH. RANCE 21 EAST. PASCO COUNTY.
FLORIDA, THE SIDELINES Of SAID EASENENT UING 7.50 FEET ON BOTH SIDES Of THE FOLLOWING
DESCRIBED CENTERLINE.
COMMENCE AT THE NORTHWEST CORNER Of THE SOUTH 112 OF THE SOUTHWEST 1/4 Of SECTION 2.
TOWN5HIP 26 SOUTH, RANGE 2' EAST. IN PASCO COUNTY. FLORIDA. THENCE RUN NORTH SS'50'15'
EAST. ALONG THE NORTH LINE Of SAID SOUTH 1/2 Of THE SOUTHWEST '/4 Of SECTION 2. A
DISTANCE Of 667.52 FEET. THENCE RUN SOUTH 00.00'00' EAST. A DISTANCE Of 2S,00 FEET WHICH
LIES ALONG THE SD.lTH RIGHT-Of-wn LINE OF HENRY DRIVE. THENCE CONTINUE SOUTH 00.00'00'
EAST. A DISTANCE OF 130.98 FEET. THENCE RUN NORTH 90.00'00' EAST, A DISTANCE Of '7.09
FEET TO A POINT ~ BEGINNING' THENCE RUN NORTH H'58'06' EAST, A DISTANCE Of 52.35 FEET
TO A POINT Of TERMINATION, SAiD UTILITY EASEMENT CONTAINS 7S5 SOUARE FEET. [.(JRE OR LESS,
FLOOD NOTE:
THE PROPOSED NEXTEL LEASE AREA APPEARS TO FALL WI TH IN ZONE X AS SCALED FROM FLOOD
INSURANCE RATE MAP. COMMUNITY, '201l5 PANEL NUMBER 0005 C, EFFECT lyE DATE '2/11/1991.
SITE DATA:
1). ZO~INO' R'. (RESIDENT,N..I
JURISOiCTION' CITY OF ZEPHYRHUS
BUILOINC OEPT 'oln Of ZEPHYRHILLS BUllDINO DEPARTMENT
5JJ5 8TH STRH T
ZEPHYRHILLS, FL 33542'4312
PARCEL NUMBER' 02'16'2'-0080'OOAOO'OO70
LEASE PARCEL AREA' 600,00 Sl I::)
OWNER' CiTY Of ZEPHYRHILLS
5335 STH STREET
ZEPHYRHUS, 'L 33542'4312
PARENT TRACT AREA' 39981,9 Sl 12,19 ACRESI
PROI'OSED IMPERYIOUS AREA' 2JO 0 sf
2), VEHICULAR USE' APPROXIMATE ONE TO THREE SITE YISITS PER MONTH
3), WATER A'ID SEWER' COMMUNICATKJN FACIlIn SHN..L NOT BE SERVICED BY
WATER OR SEWER
41, USE' UNMA'lNED TELECOMMUNICATIONS RELAY EDu'PMENT
51 STORM WATER Mi>NAOEMENT'SITE SHN..L COMPLY WITH ALL STATE AND
COUNTY STOR'" WATER REGULATI()NS
61 INFORMATIQN 06T"'NEO FOR THE PARENT TRACT, E'SE"ENTS, ETC, [S BASED
ON A SURVEY PERFORMED BV KCI TECHNOLOGiES, INC, ON OCTOBER 26,2005
71 SETBACKS (pRQPERn LINE TO ,OUNOATIQN)
PROPOSED SETBACK [SHEL TER>
NORTH
SOUTH
EAST
WEST
61.8' !
118.5' !
180.4' :t
80' !
EXISTING TOWER DATA IPER W. IA CERTIFICATION)
LATITUDE' 28'14'52,T5' I! 15')[NAO 8JI
LONClTUDE. 082'1,'09,49' I! IS') INAD 8JI
AYERAGE GROUND ELEY,TION AT B'SE Of TOWER
HE I CH T OF TOWER I ABOYE GROUND)
H I CHEST APPURTENANCE I ABOVE GROUND>
91.0' I! J')
192' I! 1'1
200' I! I' >
NEXTEL CORPORA.TlON
4710 EISESHOlfER BLVD,
BLDG. D-1
TA.'.fPA, FWRIDA, 33634
(813) 806-4000
BIRD LAKE
SITE No, Flr-3412-B
I DATE'OECEMBER ,3,2005
REVISIONS
NO.
,
DATE
ISSUED FOR CONSTRVCTION
2
3
4-
5
6
.
.
.
...
..
---
KCK
I SITE N.AME
BIRD LAKE
ISITE NUMBER
FL-3412-B
I SHE tilORESS
3a122 HENRY DRIVE
ZEPHYRHi!..lS, flORIDA 3354.
(~ASCO COUNTY)
I]!tT TlI~( ,-
l2U.T ~~IJMBi:R ' -
C-1
I KCIJ08 .
c-------i \ ~ ""'" ""' o:~ _____ --
---t\~
l"'"
~\ _______~ EXISTING ACCESS DRIVE
~ /" I ~EXISTING 16'
"~...-- ACCESS GATE
'i "'-.1., '.
f----
EXISTING GRAVEL~.~'"
THROUGHOUT
COMPOUND ~
,,,,.' I ~D"
EXISTING TREES '
TO REM.AJN tJ,j)
I \
EXISTING TELCO BOX ~
(TELCO SOURCE I "".W
~ !ff1"""'"
\ '12.1'
EXISTING POWER \
~~,;PDf 2) 'i
I
~
~"'.,.'"
'",," EXISTING TREES
TO REMNN
".It
EXISTING SPRINT Wl
EOUf'MENT P-'D WI
CABINE TS
12,'0
'.r
xu.u
U.'Q
,
X ",~
EXiSTING OVERHEAD -
UTiliTY LINES
/
EXISTING T'MOBILE ----...
EOUIPMENT P-'D WI .......
CABINE TS
2DD~
> 1_1l
\ ,. IT .....
\ ~Xlt1
,,!:.,~-/;' ."
, \i. x' I' " ~x '
1~ ~~~~~ ,'1
20 \ "1 :,:~
~I~ 'i ".ll ,x t'"
, "I.., t' ,n
'PROPOSED tl.~ ".'2
, WAVEC\JIO€ \" " ~X~~7C'E .' "X
" .5 BR10GE EQiJlPMENT PAD X tQ"
WI CABINET II."
~,
_r ''\ ~ ;",:~"XO'
l
80'
120'
ru TURE GENERATOR-
ON 6'XI2' CONe P,tO
~
~
o
1\
PR, OPOS€O NEXTEL - ~
II 5' X 20 0' I ""
E;g,11~~~~U~El TEe
o IX? S€RfS)
"
"
PROPOS€O 20'X30'-
NEXTEL LEAS€ AREA
80'
o
'"
.' " EXISTINC J
CHAm LINK FENCE
~
~EXISTI~~' BELLSOUTH
UTILITY POLE
EXIS T ING T' MOBIlE
METER AND DISCONNECT ON
UTILITY POLE
EXISTING VERIZON
ME TER ON
UTILITY POLE
f
COMPOUND DETAIL ~
SCALE' AS NOTED W
,/
ANTENNA AND COAX CABLE SCHEDULE
ANTENNA SECTOR
MARK
ANTENNA
AZIMUTH ANTENNA
HEIGHT
CABLE
LENG TH
190'
COAX:-'/. CABLE MINIMU'"
BENDING R.AD
b'f 5~O~t7Sf'~,~E 20'
bl5~0~t7Sf9fe:E 20"
iff 5~O~8M7S3C9fe:E 20'
~1iI,?~' ~07M3M~~OPE 20'
~'5~0~"'?f9fe:E 20"
~'5~O~?3C9fe:E 20"
hl' 5~O~tlf9fe:E 20'
~~",?~ f807M3M~~OPE 20"
~"5~0~tlf9fe:E 20'
~"5~0~~lf9fe:E 20'
I""" COMMSCOPE 20"
cR' 50 1873 PE
~1il,?~' ~07M34,~OPE 20"
11.-' 1
30' 130'
RV65,I2,OODBL
..2 I
30' IJD'
190'
RV65"2'OOD8L
"3 I
30. 130'
190'
RV65"2'OODBL
..4 I
30' IJO'
190'
8,1 2
150' IJO'
'90'
RV65'I2'OODBL
8-2 2
150. 130'
190'
RV65'I2'OODBL
8-3 2
150. IJO'
190'
RV65'I2'OODBL
8-4 2
ISO' 130'
190'
r,l 3
270. IJO'
190'
RV65'I2'DODBL
r'2 3
270. IJO'
190'
RV65'12'OODBL
r'3 J
270' 130'
190'
RV65 "2 'OOOBL
r'4 J
270. 130'
190'
,,'rT"
"',,' '/ / "/
,
XII.;.!! II.n
X to. '.
X to_ill
v-
/
/1 1')3
)(
,',r'
na0-
C INGUL AR
E OU1PMENT
SHEL TER
U
10. -II 10 ' l~
EXISTING
'WAVEGUIDE
BRIDGE (TYP,)
"
E ISTING 190'
5 Lr SUPPOR T
T WER
." ~J
to,I" Xt' JJ
)(t1,'J'
!IC~'
NOTE
CONTRACTOR TO MNNT AIN
8"0" WAVEGUIDE CLEARANCE
FRO~ GR.ADE TO BOTTO... Of
COAXI-'/. CA8lES
DOWNU, T
MECH, ELEC,
2- 0'
2' O'
2. 0'
2. O.
2. D.
2. 0'
2. O.
2. O.
2' O.
2' O'
2. O.
2. O.
.;'
NOTE ALL NEXTEL ANTENNA ANO COAX OATA BASED ON ASSUMED ANTENNA HEIGHT. CONTRACTOR SHALL VERIfY PROPOSED ANTENNA
HEK;HT PRIOR TO INITIATKlN Of CONSTRiXTKlN ACTIVITIES, INCLUDING. BUT NOT LIMITED TO, ORDERING Of ANY ANTENNA/COAX MOUNTING
HARO'NARE, CONTRACTOR TO VERIfY ALL Rr DATA ITO INCl-UOE HEIGHT, ANTENNA TYPE, NUMBER Of ANTENNAS, AZIMUTH AND DOWNTlL 1).
~
-~
FXISTINC T -MORIt F ,ANTENNAS
ELEV, 190' AGL
-~
~~~SJI~~5,BfecSOUTH ANTENNAS
-~
EXISTING VERIZON ANTENNAS
ELEV 160' AGL
-~
EXISTING SPRINT ANTENNAS
ELEV 150' AGL
OPERATION FREQUENCIES
TX'
851'86~ ~HZ
9J5'940 MHZ
1990 ,1995 ~HZ
RX'
806,824 MHZ
896,901 MHZ
1910"915 ~HZ
PROPOS€D DRiP L COP
(24"UN)
PROPOS€O NEXTEL W AVEGUlOE
BRIDGE
PROPOS€D NEXTEL EOVIPt.4ENT
SHEL TER
20
~-
o
,
'f
20
.
FOR 24",~' DRAWING'
CRN'ttC SC-'/.E I 1 NCH ' 10 fEE T
fOR 11",'7. DllAwNOS
CRAPHC SC-'/.E' t t/CH . 20 fEET
1 rl
U X u
X
lXn
U U
[X
AX I
b~ J
[X
:[><
T/ TowFR
190' ACL
o
'kS
rV........ 01 10
'l11I1
~ IU
n
II I
U
~S€~ NEXTfL AtoIT~NNAS
INA E INS ALLAT N WITH
NEXTEL CONS TRUCTiON "'ANAGER
ELEVATION' 130'
0-
....
~t>
kR
k:~
<'/
r:'-----
k<
<::<
/>
<
f<>
k<
~<
<k
2k:
<rs:
<>
<>
~?
<>
<>
<>
~~'''''~ .,~ '"' H~'
EXIS TlNG 190' SELF
SUPPORTED TOWER
TOWER ELEVATION
NOT TO SCALE
40
~
/11I;":
... ....... .=,~
SEXTEL CORPORATION
4710 EISENHO\',ER BLVD,
BLDG, D-1
TAMPA, FLORID,1 33634
(813) 806-4000
BIRD LAKE
SITE No, FW412-B
I DATE:DEctMBER 13,2005
I REVISIONS
I NO DATE
1 ISSUED FOR CONSTRUCTlor
2
3
4
5
6
.
..
..
...
...
-~
KCJ
I SHE NAME
BIRD LAKE
I SITE NUMBER :
FL-3412-B
I SHE ADDRESS
38121 HENRY DRIVE
ZEPHYRHILLS, RORIDA 335
(PASCO COUr~n)
@its.ul~LE
COM~OUNO D~Q
& TOWER ElEVATIO
~EET ~M~R_~.'-::'-=- ---
C-2 V'"
I KCl Joe '" I0054100A8
PROVIDE FREE
DRMINe GRANULAR
BACKFU UNDER SLAB
;,
1,4' MAX ITYPI1
ISl ISl
ISl
ISl ISl
'"
r---------------------------"
I I I
ISl I I I ISl
, I , I
I I 6,6, W1.4,WL4 I I
I I I I
I I I I
I I 6" Sl AB I I
ISl I I BUilDING "',6" X 20' I I ISl
I I I I
I I I I
I I I I
ISl I I
I I
IL_________________________
t
t;
ISl
ISl
ISl
ISl
ISl
',4' DOOR
STOOP
20'-0"
EaUIPMENT SHELTER
FOUNDA TION PLAN
NOT TO SCALE
FOUNDA noN NOTES
1. IU STRUCTURAL Fill AND SITE PREPARATiON FOR THIS PROJECT SHALL
FOlLOW THE GEOTECHNICAL ENGINEER RtCOMENDATIONS EXISTINC SOIL
HAS A MN<IMUM ALLOWABLE BEARING PRESSURE Of 2,500 POuNDS PER
SOu ARE FOOT AS PER CEOTECH~C"l EXPLORATION AND EV"-UATKlN REPORT
CONCRETE SHALL BE JOOO PSI"
R[ BAR FY . 60,000 PSI
4, "-L BACKfiLL SHALL BE THOROuGHLY COMPACTED TO A MINIMUM Of 901
MQQ<FIEO PROCTOR OENSITY
PRUORMED EXPANSION
JOINT MA T[RIAL
.... 0 12" EA, WAY
4" THICK SLAB 4',4'
AT DOOR LOCAmN
ITOP OF SLAB ELEVATION
, SHELTER FFEI
DOOR
SHEL TER FLOOR
BUILD uP AR[ A UNDER
STOOP WITH GRAV[L
STOOP DETAIL
NOT TO SC"-E
J" X J" N," NEOPRENE
RUBBER PAD 160 DUROMETERI
LOCATE AT 4',0" O,C SHIM
WITH PLASTIC SHIMS TO
ATT AJN UNIFORM BEARING
6l(6.'N1AxW1.4
HOlD DOWNS ~ CONC ANCHORS TO BE OCSICNED ~
SUPPliED BY MOOULAR BUILDINC
MANUFACTURERS IMIN, 4 I'tR STRUCTI
.... STiRRUPS 0 18"
FOUNDATION SECTION
NOT TO SC"-E
ISl
PROPOSED NEXTEL
(TYPICAL OF 91
ISl
~
4"
ELEVATION
NOT TD SCALE
NOTE, ANTENNA MOUNTS SHeWN FOR REFERENCE ONLY,
CONTRACTOR HAS THE OPTKlN TO PURCHASE AND
INSTALL AN APPROVED EQUIVALENT ANTENNA
MOUNTINC SYSTEM
CHANNEL 24" WIDE
Yt" DIA U,BOt T
, 4'1,' LG GAL V
y," O'A J'HOOK
J[ 5\1z" LG C~V
~
WAVEGUIDE BRIDGE DETAIL
NOT TO SC!>LE
NOTE
CONTR,ocTOR TO M,~NT AN
8"0" WAVEGuIOE CLEARANCE
FRO,," GRADE TO BOTTO,," Of
COAXL4/. CABLES
UNIVERSAL PIPE MOUNT
PiROO PART # 800124
4;1,' _ x 80" LONG
GAL V SCHED 40 PIP[
I TYPiCAL J PLACES)
2" STD, PIPE ITYPI
T'FRAME MOUNT BY PiROO
20/8'. x 84" LONG
ANTENNA MOUNTING PIP[
IPIROD PART # 12J2J<l1
112 TOT!>LI
It. ANTENNA ELEVATlON.IBO'
Cl.AAIP EVERY J8"
,'SECTOR
Rf:D Bll.€ GREEN BROWN
0008
Rf:D BlUE GREEN BROWN
0008
Rf:D Bll.€ c;R[EN BROWN
0008
o~ ~~ g= GPS
0000
8 ,SEC TOR
r'SECTOR
CABLE ENTRY PORT FROM
INSIDE THE SHELTER
NOT TO SCALE
.!m.li:.
I, CONTRACTOR SHALL VERIfY EXiSTINC FiELD COND<TIONS
AND DIMENSIONS WHICH AfFECT NEW WORK
2,ALL NEW STEEL MEMBtRS SHALL BE C!>LVANIZ[D UNLESS
OTHERWISE NOTED
JALL GROUNDINC SHALL BE IN ACCORDANC[ WITH NEX'EL
CORPORATION SP[ClfICATiONS
4 CONTRACTOR IS R[SPONSIBLE FOR ANTENNA LOCATION
AT SP[ClfiEO AZiMUTHS
TYPICAL COAX RUN DETAIL
NOT TO SC!>LE
BIRD LAKE
SITE No, Flr-3412-B
I DATE ,DECEMBER 13, 2005
REVISIONS
NO, DATE
, ISSUED FOR CONSTRUCTlO~
2
3
4
5
6
..
:: :KC]
.. _ TECHNOLOGIE
FLORIDA LIC&'iSE NO' EBOOO4898
KC1 TECHNOLOGIES. INC.
10150 HIGHLAND MANOR DRt\'
SUITE 120
TAMPA. FLORIDA 33610
(813) 7~2300
DARRl'L J, KROEZE. PE, LICENSE NO, 53
THIS DRAWING IS COPrRJ(;HTED AND '
PROPERTY Of N[XTEL SOUTH CORP(
IT is PRODUCED SOlEL r FOR USE B
NEXTEL AND ITS .4fFIUATES, REPROO
OR uSE: or THIS DRAWlN() ANQ/OR T
ATION CONT NNED IN IT IS FORBIDOE~
THE wRITTEN PERt.lISSION Of N[XTEL
SOOTH CORPORATiON,
I SiTE NAME
BIRD LAKE
I SiTE NUMBER
FL-3412-B
I SITE .ADDRESS
38122 HENRY DRIVE
ZEPHYRHIU,S, FLORIDA 33~
(PASCO COIJN'fY)
I]Bfp 'IT~---'
DETA!lS
ISHEE T t-'L~~~ff-;-~
C-3
I KCIJOB # IOO54100A8
GENERAL NOTES:
ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRVED TO MEAN
NEXTEL SOUTH CORPORATiON OR IT'S DESiGNATED REPRESENTA11VE
ALL WORK PRESENTED ON THESE DRA'UlCS MUS1 BE COMPLETED B~ THE
CONTRACTOR UNLESS NOTED OTHERWISE THE CONTRACTOR MUST HAVE
CONSIDERf.B\.E EXPERiENCE IN PERfORMANCE OF 'II'ORK SIMILAR TO THAT
OESCRI8EO HEREIN, BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR
IS AnESTING THAT HE DOES HAVE SUffiCIENT EX?ERiENCI: AND ABlun,
THAT HI: IS KNOWLEDGEABLE OF THE wORK TO BE PERfORMED AND THAT HE
IS PR'OPERL ~ LICENSED AND PROPERL ~ REGISTERED TO DO THIS 'NORK IN THE
STATE AND/OR COUNn IN WHICH IT IS TO 8E PERFORMED
3, UNLESS SHOWN OR NOTED OTHERwISE ON THE CONTRACT
DRAWINGS, OR N THE SPECIFICATiONS, THE FOLlOWING NOTES SHALl
APPL Y TO THE MATERIN.S LISTED HEREIN, ANO TO THE
PROCEOVRES TO BE USED ON THIS PROJECT
4. ALl HARDWME ASSEMBLY MANUFACTURER'S INSTRUCTIONS SH.ALl
8E FOllOWED EXACTLY AND SHALl SUPERCEDE AN~ CONfliCTING
NOTES ENCLOSED HEREIN
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OtTERMINE
ERECTION PR'OCEDURE AND SEQc.ENCE TO INSURE THE SAHT~ OF
THE STRUCTURE AND ITS COMP'ONENT PARTS DURING ERECTION
AND/OR FIELD MODifiCATIONS THIS INCLUDU, BUT IS NOT liMITED TO,
THE ADDITION OF WHATEVER TEMP'ORARY BRACING, GUYS OR TIE
DCWNS THAT ~AY BE NECESSARY SUCH MATERIAL SHALL BE REIl<)VED
AND SHN.L REMA<N THE PROPERTY OF THE CONTRACTOR AFTER THE
COMPLETION Of THE PROJECT
6. AlL DIMENSIONS, ELEVATKlNS, AND EXISTING COl\OlTiONS SHOWN ON
THE DRAWINGS SHAll 8E FHD VERIFED BY THE CONTRACTOR AND THE
TESlINC AGENC~ PRIOR 10 BEGINNING ANY MATERiAlS ORDERING,
FABRICATiON OR CONSTRVCTION WORK ON THIS PROJECT. AN~
DISCREPANCIES SHAlL BE IMMEDIATElY BROUGHT TO THE ATTENTION Of
THE OWNER AND THE OWNER'S ENGINEER THE DISCREPANCIES MUST BE
RfSOL VED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK
THE CONTRACT DOCUMENTS 00 NOT INDICATE THE METHOD Of
CONSTRVCTiON. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
WORK AND SHAlL BE SOI.El Y RESPONSI8LE FOR ALL CONSTRUCTION MEANS,
METHODS. TECHNIQUES, SEOvENCfS, AND PROCEDURES. OBSERV AT ION
VISiTS TO THE SiTE BY THE OWNER AND/OR THE ENGINEER SHALL NOT
iNCLUDE INSPECTKlN OF THE PROTECTIVE MEASURfS OR THE CONSTRUCTiON
PROCEDURES
ALL MATERIN.S ANO EQUIPMENT FURNiSHEO SHALL BE NEW AND OF
GOOD QUN.ITY, FREE FROM F AUl TS AND DEFECTS AND IN CONFORMANCE
WITH THE CONTRACT 00CUMEN1S. AN~ AND N..L SUBSTITUlIONS M\.JST
8E PROPfRl Y APPROVED AND AUTHORIZED IN WRITING BY THE OWNER
AND ENGINEER PRKlR TO INST N.LATION. THE CONTRACTOR SHALL
FURNISH SATISfACTORY EVIOfNCE AS TO THE KINO AND QI.iAlITY Of THE
MATERIALS AND EQlJIPMENT BEING SUBSWUTED
THE CONTRACTOR SHAlL BE RfSPONSIBlE FOR NITIATINC. M""NTA<NINC,
AND SUPERVISING AlL SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSiBlE FOR
INSURING THAT THIS PROJECT AND RELATED W'ORK COMPliES WITHN.L
APPLICABLE lOCAl, STATE, AND FEDERAl SAFETY C'ODES AND RfGULATiONS
GOVERNING THIS WORK
9, AlL WORK SHAlL BE COMPLETED IN ACCORDANCE W\TH THE LATEST EOITION
Of THE LOCAl BUilDING CODE
10 AU PROPOSED CELlULAR EOUIPMENT AND FIXTURES SHALL BE FIJRNSHED
BY OWNER FOR INSTAlLATION BY THE CONTRAC10R, UNlESS SPECIfICN.L~
NOTED OTHERWISE HEREIN
11 ACCfSS TO THE PROPOSED WORK SITE MAY BE RESTRlcrED THE CONTRACTOR
SHN.L COORDINATE INTENDED CONSTRVCTKlN ACTIVITY, INCLUDING WORK
SCHEDULE AND MATERI.ALS ACCESS, NITH THE RESIDENT lEASING AGO,T FOR
APPROV N.
12 PREfABRICATED BUILDING INSTAlLATION SHN.L BE IN
ACCORDANCE WITH THE ~ANUF ACTURER'S SPECf"<:ATlONS.
UTILITIES
CONTRACTOR SHALl CONTACT A SUBSURfACE URITY lOCATOR FOR lOCATION Of
EXISTING UTLiTIES PRIOR TO COMMENCEMENT OF AN~ CONSTRUCTION ACTIVITIES
lOCATION OF EXISTING SEWER, WATER liNES, GAS liNES, CONDVITS OR OTHER
STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISEN..ONG THE LINE OF PROPOSED
WORK ARf NOT NECESSARilY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY
APPRGXIMATEl Y CORRfCT, CONTRACTOR ASSUMES SOLE RESPONSI81llTY FOR
VERIFYING lOCATON AND ElEVATION Of N.L UNDERGROUND UTLiTIES (INCLUDING
TEST PITS BY HANO If NECESSAR~I IN AREAS or CONSTRUCTKlN PRIOR TO ST ARTING
WORK, CONTACT ENGINEER IMMEDIATElY IF lOCATiON OR ElEVATION IS DiffERENT
FROM THAT SHOWN ON THE PLANS, OR If THERE APPEAAS 10 BE A CONfliCT. FOR
ASSISTANCE IN LOCATING EXISTING UTLiTlES CN.L "NO CUTS",I-BOO-432-477D.
CONTRACTOR SHALl COORDINATE N.L UTIliTY CONNECTKlNS WlrH APPROPRIATE
UTILITY OWNERS AND CONSTRUCTiON MANACER.
OAMAGE BY THE CONTRACTOR TO UTILI1IES OR PROPERTY OF OTHERS,INCLUOING
EXISTING PAVEMENT AND OTHER SURfACES DISTUR8ED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE RfPA<RfD TO PRfCONSTRUCTION COI\OITIONS B~ THE
CONTRACTOR AT NO ADDITIONAL COST TO THE CliENT FOR GRASSED ARfAS SEED AND
"ULCH SHALL Bf ACCfPT ABLE.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE REQUIREMENTS
FOR AND LIMITS OF OVERHEAD AND/OR UNDERGROUND ElECTR<:Al SERVICE
THE CQe,TRACTOR SHAll COORDINATE THE LOCATION Of NEW UNDERGROUND
TELEPHONE SERviCE WITH THE TELEPHONE UTIliTY AND THE OWNER'S REOUIREMENTS.
AlL UNDERGROUND UTLiTIES SHAlL BE INSTN.lED AND TESTED SATISfACTORY PRIOR
TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE
LIMITS Of PAVE"ENT,
STRUCnJRAL STEEL NOTES:
\ DESIGN REOUIREMENTS PER FLORIDA BUILDING COOE 12004 EDiTIONI AND THE J
E,A.lTlA.222.F STRUCTURAL STANDARDS FOR STEEl ANTENNA TONERS AND
ANTENNA SUPPORTING STRUCTURES BASIC 'NINO SPEED' 120 MPH 13 SEC GUST),
2 STRUCTURAl STEEL SHAlL CONfORM TO THE LATEST EDITiON Of THE
A.IS,C SPECIFICATIONS FOR STRUCTURAl STEEl BvILDINGS' N.lOWABlE
STRESS DESiGN AND PLASTiC OESIGN INCLUDING THE COMMENT ARY AND THE
A.I SC. COOE Of STANDARD PRACT<:E
3. STRUCTURAL STEEl PLATES AND SHAPES SHAlL CONfORM TO ASTM '-26.
AlL STRUCTURAl STEEL PIPES SHALL CONFOR" TO AST" A~3 GRADE B
N.l STRUCTURAL STEEL Tu81NG SHAlL CONFORM TO ASTM ASOO GRA<DE B
AlL S1RUCTURAl. STEEL COMPONENTS AND F ABRIC AT EO ASSEMBLIES SHAlL
BE HiOT DIP GN.VANIZEO AFTER FABRiCATKlN
4. WHDING SHALl BE IN ACCORDANCE WITH THE AMERICANNElDING
SOCIETY lAWS) DI'-ge STRUCTURN. WHDING CODE'STEEL WELD
ElECTROOES SHAll BE E70XX
5 N.l COAXiAl CABLE CONNECTORS AND TRANS..,TTER EOUIPMENT SHALL
BE AS SPECIFIED B~ THE OWNER AND is NOT INCLVDED IN THESE
CONSTRVCTiON DOCUMENTS THE CONTRACTOR SHALL FURNISHN.L
CONNECTION HAADWARE REQUIRED TO SECURE THE CABlES CONNECTiON
HAAO'NARE SHALL BE STA<NLESS STEEL
6 NORTH ARROW SHOWN ON PLANS REFERS TO TRLiE NORlH. CONTRACTOR
SHALL VERIfY NORTH AND INFORM OWNER Of AN~
DISCREPANCY BEFORE STARTING CONSTRUClION.
7. N.L CAST IN PLACE CONCRfTE SHAlL BE MIXED 1\.0.,() PLACEO IN
ACCORDANCE WITH THE REQlJIRE"ENTS OF ACI318 1\.'0 AC' 301, AND SHAll
HAVE A 28 DA~ MINIMUM COMPRfSSIVE STRENGTH OF 3000 PSlIUO.NI
CONCRHE SHALL BE PLACED ACA<NST UNDISTURBED SOIL UNlESS OTHER'NISE
NOTED "INIMUM CONCRETE COVER SHN.L BE 3 INCHES UNLESS OTHERWISE
NOTED
8 N.L REiNfORCING STEEL SH.ALL CONfORM TO ASTM 615 GRA<DE 60,
DEFORMED BillET STEEL BARS, WELDED WIRf FABRIC REINFORCING SHAlL
CONfORM TO AST" A185,
~, THE FABRICATION AND ERECTION Of STRUCTURAl. STEEL SHN.L
CONfORM TO THE lATEST A.IS.C. SPECifiCATIONS
10, N.l CONNECrKlNS NOT FUllY DO Al.ED ON THESE PLANS SHALl
BE DOAllED BY lHE STEEL fABRiCATOR IN ACCORDANCE WITH
A.I S.C SPECIFiCA TKlNS.
11, HOT-OIP GAlVANIZE ITE~S SPECIFIED TO BE ZINC-COATED, AFTER
fABRiCATION WHERE PRACTiCAl GAlVANIZING' ASTM A 123,
AST", A 153/A 153M OR AST" A 653/A 653M, G90, AS APPLICABLE
12. REPA<R DAMAGED SURfACES WITH G.ALVANIZING REPAJR METHOD
AND PAJNT CONFORMING TO AST.. A 780 DR BY APPl.iCATlON OF STICK
OR THICK PASTE MATERiAl SPECifICAllY DESIGNED FOR REPA<R Of
GAl.VANlZING. CLEAN AREAS TO BE REPA<REO, AND REMOVE SLAG FRO"
WELDS HEAT SVRFACES TO WHICH STICK OR PASTE MATERiAl IS APPLIED
WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MEl T THE METALLiCS
IN STICK OR PASTE, SPREAD MOI.TEN MATERiAl UNIFORMLY OVER SURfACES
TO 8E COATED AND WIPE OfF EXCESS ~ATERIAL.
13 CONTRACTOR SHAlL FOLlOW THE MANUfACTURER'S INSTRUCTiONS/SPECiFiCATKlNS
If NO I~ORMATlON IS CONT A<NED IN THESE PLANS OR If THE MI\.NUf AClUR(R'S
SPECIFICATIONS ME STRiCTER. . 7 . __
t~')fvAihTIi,,~j )I~U //p- 11'\~/W..16+1
6'1 Pt~ 1,\jp;]fM~~/fi-')lIr1~ f)efic-'j
PAINTING:
I. CONTRACTOR TO COORDINATE PAJNTlNG REOVIREMENTS WITH
OWNER
PAJNT COLORS SHALL BE SElECTED TO MATCH EXISTING COLORS
AND TEX TURES
PROVIDE THE BEST OU!>LITY GRADE Of COATINGS AS REGUlARLY
"ANLf'ACTURED BY APPROVED PAINT MATERlN.. MANUFACTURERS
MATERIALS NOT DISPLAYING THE MANUf ACTURER'S IDENTIFICATION
AS A STANOARO, 8EST.GRADE PROOUCT Will ';OT BE ACCEPTABLE.
4 PROVIDE UNDERCOAT PAJNT PROOUCED BY THE SM4E MANUfACTURER
AS THE FINISH COATS US( ONLY THINNERS APPROVED BY
THE PAINT "ANIJfACTURER AND USE O.....~ WITHIN RECOMMENDED
LIMITS.
5. COMPLETElY COVER TO PROVIDE AN OPAQuE. SMOOTH SuRfACE Of
UNifORM FINISH, COI.OR, I>I'f>!:ARANCE AND COVERAGE
ClOVOINESS, SPOTTINGS, HOUDAYS, LAPS, BRUSHMAAKS, RUNS, SAGS,
ROPINESS, OR OTHER SURf ACE M'ERFECTIONS Will NOT
BE ACCEPT ABLE
FERROUS "E T Al S
SHOP PRIMED
TOUCH-UP C'OAT . RED OXIDE MET Al PRIMER
FINISH COATS, SEMI-GLOSS' AlKYD ENA<MEl
EQUIPMENT UST
19) ",..HENNAS
(15) COAXIAL CABLES
II) PREFAB EQUIPMENT SHELTER
12} CPS ANTENNAS
II) lEST MOBILE ANTENNA
PERMITS
CONTRACTOR SHALl SECuRE All NECESSARY PERMITS FOR THIS PROJECT FROM N.l
APPLICABlE GovERNMENTN. AGENCES
AN~ PER..ITS WHICH MUST BE DBT AlNED SHAlL BE THE CONTRACTOR'S
RESPONSIBILITY THE CONTRACTOR SHALL BE RESPONSi8lE FOR ABIDING B~ N.l
CONDiliONS A.ND REQUIREMENTS Of THE PERMITS.
ALL WORK SHALL BE IN ACCORDANCE NITH lOCAl CODES AND THE ACI3\8-95,
"BUilDING REQUREMENTS FOR STRUCTURAl CONCRETE"
THE CONTRACTOR SHAll NOTln THE APPLICABLE JIJRISO<CTIONAl. ISlATE, COUNTY
OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTiON.
THE CONTRACTOR SH.ALL REWORK lORY, SCARln, ETCl N.l MATERIAL NOT SUITABLE
FOR SUBGRA<DE IN ITS PRESENT STAlE If THE MATERiAl, AF1ER REWORKINC, REMA<NS
UNSUITABLE THEN THE CONTRACTOR SHALl UNDERCuT THIS MATERIAL AND REPLACE
WITH APPROVED MATERIAL AT HIS EXP(NSE AlL SUBCRIoDES SHAlL BE PROOfROLLED
WITH A FUlLY lOA<DED T ANDE" AXLE DUMP TRUCK PRIOR TO PAVING. AN~ SOFT
"ATERIAl SHALL BE REWORKED OR REPl.ACED
THE CONTRACTOR IS REOUIRED TO MAlNT AJN AlL DITCHES, PIPES, AND OTHER
DR~NACE STRVCTURES FREE FROM 08STRUCTlON UNTIL WORK ,S ACCEPTED BY THE
OWNER THE CONTRACTOR IS RESPONSiBlE fOR AN'" DAMAGES CAUSED BY fAA..URE TO
M""NTA<N DR~NAGE STRUCTURES IN OPERABLE CONDITION.
All MATERiAlS AND WORKMANSHIP SHAlL BE WARRANTED FDR ONE 111 YEAR FROM
DATE Of ACCEP1 ANeE
BIRD LAKE
SITE No, FL-3412-B
I DATE:DECEMOCR 13,2005
REVISIONS
NO
1
All DIMENSIONS SHALl BE VERIFIED W\TH THE PLANS ILATEST REVISIONI
PRIOR TO COMMENCING CONSTRUCTiON NOTIFY THE ONNER IMMED'ATEL~ If
DlSCREPANC1ES ARE DISCOVERED THE CONTRACTOR SHALl HAVE A SET Of APPROVED
PLANS AVAiLABLE AT THE SITE AT N.L TMES WHEN WORK IS BENC PERfORMED A
DESIGNATED RESPONSIBLE EMPLOYEE SHAll BE AVA<LABLE FOR CDNTACT BY
GovERNINQ ACENeY INSPECTORS
DATE
ISSUED FOR CONS TRUe nOI
2
3
MISCELlANEOUS
AlL THREADED S1RUCTURN.. FASTENERS FOR ANTENNA SUPPORT ASSEM8lES SHALL
CONfOR.. TO ASTM ~07 OR ASlM 36 All STRUCTURN. FASTNERS FOR STRUCTURAl STEEL
rRmlNC SHAlL CONfORM TO AST'" ~25 fASTENERS SHAlL BE 0/1" MIN, DIA. BEARING
TYPE CONNECTIONS WITH THREADS EXCLUDED FRO" THE PLANE. AlL EXPOSED FASTENERS,
NV1S, AND WASHERS ShALL BE GAlVANIZED UNlESS OTHERWISE NOTED. N.L ANCHORS "'TO
CONCRETE SHN.l BE STAiNLESS STEEl
2. THE CONTRACTOR SH!>Ll FURNISH All CONNECTION HAADWARE REQUIRED 10 SECURE THE
CABLES CONNECTiON HARt1WARE SHALL BE S1 AiNLESS STEEl
NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NGRTH CONTRACTOR SHAll VERIFY
NORTH AND NOTIFY CONSUlTANT Of AN~ DISCREPANCY BEFORE STARTiNG CONSTRUCTION
PROVIDE lOCK WASHERS FORN.l MECH.ANICAl CONNECTIONS FOR GROUND CONDuCTORS
USE STA<NLESS STEEL HARDWARE THROVGHOUT
5, THOROVCHl Y REMKlVE N..l PA<NT 1\."10 CLEANN.l DIRT FROM SURf ACES REOUIRINC GROUND
CONNECTIONS.
6. MAKE N.L GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSiBLE. AVOID SHARP BENDS.
ALL BENDS TO BE A MlN, Of 8" RAOfUS
FOR GROUNDINC TO 8UIlDING FRAME AND HATCH PLATE GROUND BARS, USE A TWO-BOL T
HOLE NEPA DRillED CONNECTOR SUCH AS HB 32007 OR I>I'PROVEO EOUI>(.
FOR All EXTERNAl GROVND CONNECTIONS, CLAMPS AND CADWELDS, I>I'PL ~ A LiBERN.
PROTECTIVE COATING OR AN ANTI'OXIDE COMPOUND SUCH AS 'NO-OXIDE A BY DEAR80RN CHEMIC"'-
COMP AN~ .
REPAiR N.L MET N. SURf ACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING
RVST I\.ND APPLYING COLD GAlVANIZATION
10 AlL COAXiAl CABLE WILL BE SECURED TO THE DESiGNED SUPPORT STRUCTURE AT DISTANCES
NOT TO EXCEED 3' OR THE CABLE ~ANUFACTUR(RS SPECIFiCATIONS WHICHEVER S LESS, WITH
HARDWARE SPECIFIED IN THE COAXIN. CABLE ROUTING DETAllS Of THE SUPPliED STRUCTuRAL
REPORT.
11 THE CO<')(I"I. ANTE""A CABLE INST N.LER SHAlL BE RESPONSIBLE FOR PERfORMING AND SUPPLYING
THREE 131 TYPE-WRITTEN SWEEP TESTS IANTENNA RETURN lOSS TEST> THIS TEST SHN.L BE
PERfORMED TO THE SPECifiCATiONS AND PARAMETERS OUTLINED BY rHE NEXTEl RADIO FREQUE.NCY
ENGINEER. THlS TEST SHAlL BE PERfORMED PRIOR TO FINAL ACCEPTANCE Of THE SITE
12 THE COAXIAL ANTENNA CABLE INSTN.lER SHAll BE RESPONSIBLE FOR PERFORMING AND
sUP?\' "NG NEXTEL WITH THREE 131 TYPE-WRITTEN T~E DO~AJN REFLECTOMETER TESTS TO VERIFY
CABLE lENGTH AND TO CHECK fOR WATER DAMAGE.
13 VAPOR WRJ>P WilL BE USED TO SEN. N.l CONNECTIONS
14 ALL JUMPERS TO THE ANTENNAS FRO" THE M""N TRANSMISSiON LINE WILL BE ';''' DI...AND
SHAll NOT EXCEED 6"D",
15 ALL MAJN TRANS,,"SSION CABlES Will BE TERMINA'ED AT A NEXTEL POL YPHASER
PROTECTOR lOCATED WITHIN "-0" Of THE EQUIPMENT SHElTER/ENCLOSURE
16 ANTENNA CABLE lENGTHS HAVE BEEN DETERMINED 8ASED ON THESE PLANS. CABLE
lENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRiCATiON, DUE
TO fiELD CONDITIONS. ACTUAl CABLE lENGTHS VARY. CONTRAClOR MUST FnD VERifY ANTENNA
CABLE LENGTHS PRIOR TO ORDER,
\7 ALL ~A<N CABLES Will BE COLOR COOED AT FOUR LOCATIONS' AJ AT ANTENNA PRiOR TO
JUMPER, BI AT THE BOTTO" OF THE TOWER, CI EXTERIOR PARI Of THE WAVEGUIDE ENTR~ PORT
IAT THE SHELTER/CABINET WALL), 01 INTERIOR OF THE SHELTER/CAB"'ET.
18 AlL MA<N CABLES WILl BE GROUNDED AT' AJ AT THE ANTENNA MOUNTING PIPE, BI MIDDLE OF
THE CABLE RUN IF OVER 200', CI AT THE BOTTOM Of THE TOWER, 01 PRIOR TO ENTERING EOUPMENT
SHEL TER/CABINET IWITHIN I' Of ENTRY).
19 PROVIDE AT lEAST 6" SLACK IN THE M""N COAXIAL CABLES AT THE TOWER TOP TO PROVIDE
FOR FUTURE CONNEClOR REPLAC(MENT
20 PROVIDE A CABlE DRiP LOOP AT THE BOTTOM OF THE TCWER BELOW THE TOWER 80TTOM
GROUND CONNECTiONS AND AS THE CABLE TRANSITIONS TO THE SHH TER/CABINET
21. Cf.B\.E SUPPORT RODS INSIDE SHElTER SHAlL BE CUT 2'" 8HOW lOWER SUPPORT PLATE
AND SHAlL BE COVERED WITH A RU8BiER CAP.
n NEXTEL METER AND DISGONNECT SHN.L BE LABELED WITH AN ENGRAVED PLATE WITH NEXTElS
SITE 10 NVM8ER, SITE NA<ME, NEXTEL 10WNER) AND ADDRESS
23, ALL UNISTRUT CUTS 1\."10 AN'" METAl ENOS WITH RAN EDGES SHAll BE COLD GN.VANllED AND COVERED WITH
A PLASTIC/RVBBER CAP.
24 TRAPEZE RODS Wlll BiE CUT 4 INCHES FROM THE BOTTO.. Of THE BUSS AND CAPPED WITH
RUBBER CAPS
25, AN~ METAl(l E FENCE POSTSI WILl BE GROUNDED WITHIN 6 rEET Of AN~ NOTEL EQUIPMENT.
,6 TOWER GROUND TO BE NOT MORE THAN 2 OR 3 FEET FROM TRANSITION IBEND)
27 THE SEAM BETWEEN THE SHEl TER AND THE CONCRE TE PAD NIll BE GROUTED WllH APPROVED
COMPOUND. lNOLVDING AN~ GAP BETWEEN PAD AND STOOP,
5
6
...
...
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KC]
I SI TE NAME
BIRD LAKE
I SIT E NUMBER
FL-3412-B
I SITE .4DORESS
38122 HENR'( DRIVE
ZEPHYRHIllS, FlOR~D,\ 33540
(PASCO COUNty)
[SHE~IJill..E-=--___J
GHJERAL CONSTRU :r~O
NOTES \
_J
I KCI JOB .
[IgE..I....&:.MOCR :
N-1
ELECTRICAL SPECIFICATIONS
GENERAL
A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR
AND INCIDENTAl TO THE COMPLETE INSTALLATION AND OPERATION Of AlL
ELECTRICAL WORK AlL WORK SHALL BE DONE BY QUALIFIED PERSONNEL.
B. CONFORM TO THE NATIONAl ELECTRICAl CODE 11996 EDiTION>, AND THE NATIONAl
ELECTRICAl SAFETY CODE 1996 EDITIONS. THE INSTAlLATION SHAlL COMPLY WITH
i'PPUCABLE RULES ~ REGULATIONS Of LOCAl AND STATE AUTHORITIES HAVING
JIJRISOIC T ION
C. COORDINATE THE WORK Of AlL TRADES.
D ARRANGE CONDUIT, WIRiNG, EQUIPMENT, AND OTHER WORK GENERAlLY AS
SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFUlL ~ EXAMINE
AlL CONTRACT DRAWINGS AND FIT THE WORK iN EACH LOCATION WITHOUT
SuBSTANTiAl AlTERATION WHERE DEPARTURES ARE PROPOSED BECNJSE OF
FIELD CONDITIONS OR OTHER CAUSES, PREPARE A'iD SUBMIT DETAILED
DRAWINGS FOR ACCEPTANCE, THE RIGHT IS RESERVED TO MAKE REASONABLE
CHANGES IN LOCATION Of EQUIPMENT, CONDUIT, AND WIRING UP TO THE TIME
OF ROUGH-IN OR FABRICATION
THE CONTRACT DRAWINGS ARE GENERALL ~ DIAGRAMMATIC A'iD AlL OfFSETS,
BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARilY SHOWN
PROVIDE ALL SUCH ITEMS AS MA~ BE REQUIRED TO FIT THE WORK TO THE
CONDITIONS
F. THERE SHAlL BE NO INTERRUPTION Of POWER TO EXISTING ELECTRICAl
SYSTEMS WITHOUT PRIOR CONSENT OF THE BUILDING OWNER SUCH
INTERRUPTlO'iS SHAlL BE KEPT TO A MINIMUM AND SHAlL BE SCHEDULED
WITH THE OWNER AT LEAST THREE BUSINESS DA~S IN ADVANCE OF THE
OUT AGE ANY COST FOR WORK THAT MUST BE DONE ON AN OVERTIME
BASIS SHAlL BE INCLUDED iN THE BID,
G vISIT THE SITE AND INSPECT THE EXISTiNG CO'iDITIONS BEFORE BID IN
ORDER TO ENSURE PROPER EVAlUATION OF WORKING CONDiTiONS AND
LOCATION OF EXIS TING CONDITIONS
H WHERE OUTLETS ARE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN, PROVIDE
THE REQUIRED RELOCATION, RECONNECTION OR REARRANGEMENT TO RESTORE
SERVICE TO AlL ITEMS, OUTLETS, ETC NOT MADE OBSOLETE BY THIS WORK.
MOUNTING AND SUPPORTING OF AlL EQUIPMENT PROVIDED UNDER THIS SECTION
SHAlL BE COORDINATED WITH THE CONSTRUCTION MANAGER IN THE FIELD
PERMITS AND FEES
A. OBT !\iN, PAY FOR, AND DElIVER AlL PERMITS, CERTIFICATES OF INSPECTION,
ETC., REQUIRED BY THE AUTHORiTIES HAVING JURISDICTION DELIVER
CERTIFICATES TO THE OWNER PRKlR TO FINAl ACCEPTANCE Of THE WORK.
MATERIAL AND EQUIPME.NT
A_ MATERiAl AND EQUIPMENT INSTAlLED AS A PART Of THE PERMANENT
~tETC,}~lD~!~DS~:iAtLB~ENC~'r~~L~~S AO~~~:mJ~L ~ND~l~b1PNlPrD TESTING LAB,
FOR INSTAlLATION IN EACH PARTICULAR CASE, WHERE STANDARDS
HAVE BEEN ESTABLISHED.
CUTTING AND PATCHING
A. PROVIDE AlL CUTTING AND PATCHING NECESSARY FOR THE INSTAlLATION OF
THE ELECTRICAL WORK. ANY DAMAGE DONE TO THE WORK AlREADY IN PLACE
BY REASON OF THIS WORK SHAlL BE REPAIRED AT THE CONTRACTOR'S EXPENSE
BY A QUAliFIED MECHANIC EXPERIENCED iN SUCH WORK, PATCHING SHAlL BE
UNIFORM IN APPEARANCE AND SHAlL MATCH THE SURROUNDING SURf ACE. DO
~OT CUT STRUCTURAl MEMBERS WITHOUT APPROVAl BY THE CONSTRuCTION
MANAGER WHERE PENETRATIONS ARE NECESSARY THROUGH THE ROOF,
PROVIDE AlL NECESSAR~ CURBS, SLEEVES, SHIELDS, FLASHING, FITTINGS,
AND CAULKING TO MAKE THE PENETRATIONS ABSOLUTELY WATERTIGHT.
ELECTRICAl WORK UNDER OTHER DIVISIONS
A oN GENERAl POWER WIRING FOR SYSTEMS ARE INCLUDED UNDER THIS
SPECIFICATION_ CAREFULL ~ REVIEW THE CONTRACT DOCUMENTS AND
COORDINATE THE ELECTRICAl WORK TO BE PERFORMED UNDER THE
OTHER DIVISIONS
GUARANTEE
A, GUARANTEE THE ELECTRICAl SYSTEM INSTAlLED BY THE CONTRACTOR FREE
FROM AlL MECHA~ICAl AND ELECTRICAl DEFECTS FOR THE PERIOD OF ONE
~EAR BEGINNING FROM THE DAY OF FINAl ACCEPTANCE Of THE WORK OR
BENEFICiAl OCCUPANCY BY THE OWNER, WHICHEVER OCCURS FIRST
B UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE
ELECTRICAl INSTAlLATION DuRING THE GUARANTEE PERIOD, NEW REPLACEMENT
PARTS SHAlL BE FURNISHED AND INSTAlLED PROMPTLY AT NO COST TO
THE OWNER
CONDUIT AND FITTINGS
A, MINIMUM CONDUIT SIZE SHALL BE r." (UNLESS OTHERWISE INDICATED)
B SUPPORT AlL CONDUIT NOT EMBEDDED IN CONCRETE OR MASONRY SO "HAT
STRAIN IS NOT TRANSMITTED TO OUTLET BOXES AND PULL BOXES, ETC
SUPPORTS TO BE SUFFICIENTLY RIGIO TO PREVENT DISTORTION Of CONDUITS
DURING WIRE PUlliNG.
C. ALUMINUM CONDUIT IS PROHIBITED,
D. AlL CONDUITS SHALL BE ELECTRICAl METAlLIC TUBING IEMT), PVC, OR RIGID
GAlVANIZED STEEL (EXTERIOR EXPOSED)
E. EMT CONDUIT FITTINGS SHAlL BE FERROUS COMPRESSION TYPE
F IN DAMP OR WET LOCATIONS USE FLEXIBLE, LIQUID-TIGHT METAl CONDUIT
WITH APPROVED FITTINGS
COORDINATIO'4
A. COORDINATE THE WORK OF POWER, GROUNDING AND TELCO
AT EQUIPMENT WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN
FINAl TERMINATIONS TO BE AT THE DIRECTION OF THE
EQUIPMENT SUPPLIER
B PRIOR TO BEGINNING WORK CONTRACTOR SHAlL COORDINATE AlL POWER
~ TELCO WITH THE LOCAl UTILITY COMPA'4Y AS IT MAY i'PPL Y TO THIS
SITE AlL WORK TO COMPL ~ WITH THE RULES AND REGULATIONS OF THE
UTILITIES IN VOL VED.
WIRES AND CABLES (600 VOLTS)
A. BUILDING WIRE, UNLESS OTHERWISE INDICATED SHAlL BE 600 VOLTS, TYPE
THWN I'4SUlATlON CONDUCTORS SHAlL BE SIZED AND RUN AS INDICATED
CONDUCTORS SHAlL BE SOfT DRAWN COPPER Of NOT LESS THA'4 981.
CONDUCTIVITY
AlL
CONDUCTOR INSULATION
AlL CONDUCTORS SHAlL BE COLOR CODED AS REQUIRED B~ NEC A'40 FURTHER
IDENTIFIED AND CODED AS SPECIFIED HEREIN?fTER COLOR CODING SHAlL BE
B~ MEANS OF COLORED INSULATING MATERiAl, COLORED BRAID OR JACKET
OVER THE INSULATION OR BY MEANS Of SUIT ABLE COLORED, PERMANENT,
NON-AGING, INSULATiNG T i'PE i'PPlIED TO CONDUCTORS AT EACH CABINET
OR JUNCTION POINT THE COLOR CODING SHAlL BE ACCOMPliSHED AS THE
CONDUCTORS ARE INSTAlLED THE FOLLOWING SYSTEMS OF COLOR CODiNG
SHALL BE STRICTLY ADHERED TO
~ GROUND LEADS' GREEN
B) GROUNDED NEUTRAl LEADS' WHITE
C) 12D/208 VOL T (120/240 VOLT) UNGROUNDED PHASE WIRES:
BLACK, RED, BLUE
THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHAlL BE CONSISTENTLY
FOLLOWED THROUGHOUT
CONDUIT SUPPORTS
A_ SUPPORT SURF ACE RUNS OF CONDUIT USING ONE OR TWO HOLE PIPE STRi'PS
STRAP SPACING 6 FOOT ON CENTERS, MAXIMUM, UNLESS NOTED OTHERWISE.
B. FASTEN STRi'PS TO CONCRETE USING INSERTS OR EXPANSION BOLTS AND TO
HOLLOW MASONRY USING TOGGLE BOLTS WOODEN PLUGS ARE UNACCEPTABLE.
OUTLET, JUNCTION AND PULL BOXES
A. AlL BOXES, WHETHER OUTLET, JUNCTION, PULL, OR EQ(JIPMENT SHAlL BE
FURNISHED WITH APPROPRIATE COVERS.
13. NO SECTIONAlIZED BOXES SHAlL BE USED.
C. OUTLET, JUNCTION AND PULL BOXES SHAlL BE SHEET STEEL WHERE REQUIRED
TO F AC III T ATE PULLING Of WIRES OR CABLES, SUCH BOXES SHAlL BE RIGIDLY
MOUNTED AND INSTALLED IN ACCESSIBLE LOCATIONS
SEE DRAWINC NOTE OF SAME NUM8ER
8, M KILOWATTHOUR METER
6' CONDUIT OR CABLE-UP, DOWN
__ --... "? U'i.'b~R~i:6~Ni?lID, T1""'ED COPPER CONDUCTOR
......-------.. #',/ AWG BARE, SOLID, TINNED COPPER CONDVCTOR ROVTlNG
AS SHOWN ON DWG'S
~ CONDUIT TERMINATED OR TRANSiTION AS INDICATED IN PLAN
--il. STANDARD GROUND ROO -Y,"xl0'-0"
, - E - - UNDERGROUND CONDUIT, POWER
- - T - - UNDERGROUND CONDUIT, TElCO
[DJ OJ FUSED SERVICE DISCONNECT SWITCH, NON-FUSED
. EXOTHERMIC WELD OR MECHANICAl GROUND BOND
A.
IDENTIFICATION Of EQUIPMENT
A MARK AND PERMANENTLY IDENTIFY AlL ELECTRICAl EQUIPMENT IDENTIFICATION
SHAlL BE LAMINATED PLASTIC PLATES, BLACK WITH WHITE ENGRAVED LETTERS USE
'/~" HIGH LETTERING, ATTACH PLATES WITH CHROME PLATED OR 316 STAINLESS STEEL
SCREWS TO THE DEVICE USE NOMENCLATURE ON DRAWINGS
13. AlL EQUIPMENT SHALL BE MARKED WITH WARNING LABELS AND SIGNAGE AS REQUIRED
BY THE NATIONAl ELECTRIC CODE AND OTHER APPliCABLE STANDARDS
ELECTRICAL LEGEND
SAFETY DISCONNECT SWITCH
A. PROVIDE S?fETY DISCONNECT SWITCHES AS SHOWN ON THE DRAWINGS AND WHERE
REQUIRED B~ THE NATIONAl ELECTRICAl CODE. SWITCHES SHALL BE HORSEPOWER-RATED
WHERE i'PPlICABlE, AND SHAlL BE THE SIZES REQUIRED SERVICE ENTRA'4CE SWITCH
SHAlL BE SO RATED,
B SWiTCHES SHAlL BE HEAVY DUTY TYPE FUSED OR UNFUSED, AS iNDICATED: SIDE HANDLE
OPERATED, 'lEMA 1 FOR GENERAl INTERIOR WORK AND 'lEMA 3R STEEL
FOR EXTERIOR, DAMP, OR WET LOCATIONS. SWITCHES SHAlL BE EQUIPPED WITH A
COVER INTERLOCK TO PREVENT OPERATION WITH COVER OPEN.
C SWITCHES SHAlL BE VISIBLE BLADE. EXTERNAlL Y OPERATED, WITH All CURRENT CARRYING
PARTS SILVER OR TIN-PLATED, AlL SWITCHES SHAlL HAVE PROVISIONS FOR NOT LESS THAN
TH.AN TWO EXTERNAl PADLOCK
-0-
-t-
INSPECTiON SLEEVE
GROUND ROO EXOTHERMiCN.L Y WElDED TO
BURIED GROUND RING
ELECTRICAL LOAD SUMMARY - NEXTEL
EXISTING 1201240V-SINGlE PHASE-3W 200 AMPERE SERVICE
22,000 A<C.
lOA<D DESCRIPTION IS..U
LICHTING
RECEP T AClES
A<R CONDITlONINC
COMMUNICATION EQUIPMENT
FANS
TOT N. CONNECTED lOAD
. VERIFY A<C - OBTAJN AVA<LABLE FAULT CURRENT IAFC) FOR
ElECTRIC UTILITY A<C MUST EXCEED AFC 0 POINT OF SERVICE
GROUNDING
A. ~~2~:S;ENGrLOyUN3,t ~~F fCLT I~~f~ WI~ Y 1Cg~~18~ct'4~1 ?HT I~t ~0~~M[SvrMOEFN T
THE '4ATIONAl ELECTRICAl CODE AND AS HEREINAFTER SPECIFIED AlL
GROUNOED NEUTRAl CONDUCTORS SHAlL BE CONTINUOUSLY IDENTIFIED. AlL
CROUNDING AND BONDING CONNECTIONS SHALL BE SOlDERLESS,
B PROVIDE iNSULATED GROUNDING CONDUCTORS FOR FEEDER I-NO BRANCH CIRCUIT
WIRING AS CAlLED FOR ON THE PLANS. PROVIDE GROUNDING BLOCKS,
TERMINAlS, ETC ,FOR CONNECTION OF GROUND WIRE IN AlL DISTRIBUTION
EQUIPMENT, OUTLETS, JUNCTiON BOXES, AND UTILIZATION EOUIPMENT TERMINATE
WITH LUGS OR COMPRESSION TERMiNAlS. CONDUCTORS LOOPED UNDER BOLTS OR
SCREWS Will NOT BE ACCEPT ABLE.
C GROUNO ROOS WHEN NEEDED SHAlL BE STEEL, COPPER CLAD 'Ie" DIAMETER BY
TEN FEET LONG GROUND ROD SHIELDS TO BE PROVIDED FOR DRIVING RODS.
D PRIOR TO INSTAlLATION OF THE GROUNOING S~STEM, THE EARTH RESISTIVITY
SHAlL BE MEASURED USING WENNER FOUR TERMINAl METHOD REPORTS OF THE
MEASURED RESISTIVITY MUST BE SUBMITTED TO THE CONSTRUCTION MA'iAGER
E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROUNDING S~STEM SHALL NOT
EXCEED 5 OHMS ON ANY PART Of THE SYSTEM, IF DUE TO SOil CONDITIONS
OR OTHER PARAMETERS THIS MAXIMUM VALUE IS EXCEEDED, CONTACT THE
ENGINEER FOR ADOITIONAl INSTRUCTIONS
10 KVA
16 KVA
120 KVA
250 KVA
037 KVA
3997 KVA
CALCULATED TOTAL DEMAND
DEMAND 18 KW NEXTEL (BASED ON SIMILAR SITES)
88 A<MPS 0 0 B5 Pf,240V . 441
F. GROUND BAR PLATES ARE TO BE MANUFACTURED EXACTL~ AS DETAILED AND
DIMENSIONED DIMENSIONS TO BE ACCURATE TO ioS2"
G. AlL MOUNTING HARDWARE SHAlL BE STAINLESS STEEL
H, AlL BARE COPPER SURFACES SHALL BE COATED PRIOR TO LUGGING. JOINT
COMPOUND SHAlL BE KOPR-SHIELD BY THOMAS I< BETTS
I. CONNECTION OF CONDUCTORS BELOW GRADE TO GROUND RODS. GROUND
RINGS, GROUND WELL, ETC ,SHAlL BE EXOTHERMIC TYPE WELDiNG CONNECTIONS
"CADWELD"
J CONNECTION OF CONDUCTORS ABOVE GRADE TO METAlliC OBJECTS OR IN
HANDHOLES SHAlL BE WITH PRESSURE T~PE CRIMP CONNECTORS, BOl TED
CLAMPS, OR SPLIT BOLT CONNECTIONS WITH SOLiD BRONZE H!>RDWARE, CADMIUM
PLATED STEEL HARDWARE is NOT ACCEPTABLE CONNECTIONS TO INTERIOR HAlO
GROUND RING SHAlL BE WITH 'C' CLAMPS. SOLID TO SOliD AND STRANDED
CONOUCTORS REQUIRES TWO (2) CLAMPS AlL 'C' CLAMPS REQUIRE INSTAlLATION
WITH THE CORRECT HYDRAULIC CLAMP TOOL
ABBREVIATIONS &
SYMBOLS
A - AMPERE
AFF - ABOVE FINISHED FLOOR
AFG ,ABOVE FINISHED GRADE
AFR - ABOVE FINISHED ROOf
ACB - ANTENNA GROUND BAR
A<HU - A<R HANDlINO UNIT
A<C - AMPERES INTERRvPTING
AWG - EYER,{jE~ WIRE GA(X;E
BKR, C8 - CIRCUIT BREAAER
CAT - CATALOG
C, CONDo - CONDUT
CK T - CIRCUIT
DWO - DRAWING
EMT - ElECTRICAl METAllC TU81NO
FSS - FUSED SAFETY SWITCH
GFI - GROUND F AVLT INTERRUPTING
GRO - GROUND
KVA - KIlOVOL T-A<MPERES
MC8 - MAJN CIRCUT BREAAER
MGB - MA<N GROUND BAR
M.H - MOUNTING HEIGHT
lolL 0 - MAJN LUG ONLY
NEC - NATIONN. ElECTRICAL CODE
NEMA 'NATlONN. ElECTRICAl
MANUF ACTURERS ASSOCIATION
NETA - NATIONAl ElECTRICAl TESTING
ASSOCIA TlON
NFSS - NON-FUSED SAFETY SWITCH
NIC - NOT IN CONTRACT
NO. - NUMBER
OCP - OVER CURRENT PRO,ECTlON
P - POLE
PVC - POL YVINn CHL ORIDE
ReS 'RIGID GAlVANIZED STEEl
SPST - SINGLE POLE, SINGLE THROW
TYP - TYPICN.
V - VOlTS
WP - WEATHERPROOF
'1l - PHASE
SUPPORTS, HANGERS A'iD FOUNDATIONS
A_ PROVIDE AlL SUPPORTS, HA'iGERS, BRACES, ATT ACHME'4TS, AND FOUNDATIONS
REQUIRED FOR THE WORK SUPPORT AND SET THE WORK IN A THOROUGrlL ~
SUBST ANTIAl AND WORKMANLIKE MANNER WITHOUT PLACINC STRAINS ON THE
MATERiAlS, EQUIPMENT, OR THE BUILDING STRUCTURE
B SUPPORTS, HANGERS, BRACES AND ATT ACHMENTS SHAlL BE ST A'4DARD
M,ANUF ACTURED ITEMS OR FABRICATED STRUCTURAl STEEL SHAPES.
AS-BUILT DATA
A, CONTRACTOR SHAlL PREPARE AND SUBMIT TO THE CO'4STRUCTION MANAGER
"AS-BUlL T" DRAWiNCS FOR CHA'iGES OR DEVIATIONS FROM CONTRACT DRAWINGS
TO THE FOLLOWING'
1. SOURCE, ORIGIN, AND/OR ROUTING OF MAlN FEEDERS
2. LOCATION OF MAJOR PIECES OF DISTRIBUTION EQUIPMENT
SUCH AS KllOWATTHOUR METER AND MNN FEEDER
OVERCURRENT DEVICES
NEXTEL CORPORATION
4710 EISE.....llOWER BLVD.
BLDG, D-1
TAM.PA. FWRIDA 33634
(813) 806-4000
BIRD LAKE
SITE No, FL-3412-B
I DATE'DECEMBER 13,2005
REVISIONS
NO. DATE
1 ISSUED FOR CONSTRUCTION
2
3
4
5
6
~
.
A
A
A
-..-
KC]
ISITE NAME
BIRD LAKE
I SHE NUMBER
FL-3412-B
I SITE ADDRESS
38122 HENRY DRIVE
ZEPHYRHILLS, FLORIDA 335~
(PASCO COUNTY)
~~T TITLE '
LECTRICAL SPECIFICATIO
rv\i~\ b'J E-'
10054100AB
-~-~----~--
~ EXISTING DIRT DRIVE ~
EXISTING UTILITY
POLE NEXTEL POWER
SOURC~
,~
./'
./'
EXISTING ACCESS DRIVE
EXISTING 16'
ACCESS GATE
-0-
i IO~~ :::3 J~N ------
N 2" PYC TO METER
ON RACK(j)
\-2 y," PVC CONDUIT fOR -
TElC<l SERVICE. EXTEND
TO EXlSTING TELCO BOX
LOCATED INSIDE COt.lPO\JNO.
A<PPRCX 60' NORT'H Of
TERMlNA TI~ POINT ON
SHEl TER UJ
fUTVRE GENERATOR-
ON 8'XI2' CONe p,oo
NEXTEL~
EOIJIPME,N T ______.
SHEl TER
1'.5'X20' @
TElCO BACKBOARD-
PRQVIO€D WITH
SHEL TER ~
~X:STINC TREES
~~O RDA;lJN
EXISTING TREES -~
TO REM;lJN ~
EXISTING TElCO BOX4
ITELCO SOVRCE)
-'T--'T-
EXISTING ~.
U T IlIW POL E
ITY?I
!oJ
I
I
I--T-
ii
II
'"
II
II
I"',
3.3/0 AWG THWN
II · ItI\l AWG GRNe
N 2" PVC TO t.lTS N
SHEl TER ,
I'"
lLT
EXISTING SPRINT
EOUPMENT PA<Q WI
CABINETS
EXISTit-K; T-MOBILE
EQUIPMENT PAD WI
CABINE TS
CINGULAR
E OUIPMEN T
SHEL TER
PROPOSED POWER CO,
ME TER AND SERV I CE
o I SCQNNEC T. IA:lUN TED
ON RACK, SEE DETAIL
TH I S SHEET CD
D
EXISTING
WAVEGUIDE
BRIDGE I TYP.)
EXISTINC
CHAm liNK fENCE
EXIS TlNC VERIZON
METER ON
UTI-ITY POLE
EXISTING T.MOBILE
METER AND DISCONNEC T ON
UTILITY POLE
COMPOUND DETAIL NOTES:
CD ~~~~~~s2pE~t"ll~~E~Os~~um)Y l~ASm~D P~~ y~~~~A1~EO~o1~E ;J\CO . POWER
LINE TO 8E INSTAllED AFTER USING A 8RUSH MANDRIL IN CONDUITS CA<P CONDUITS
UNTIL READY TO TERMINATE
o ~i!~TjHio~~t;f~ ~~~'\,:~o~1~~R~..'t~~~" TER COORDINATE MOUNTING
Q) CONDUITS THR'OUGH THE WALl ARE TO 8E SEN.EO AT BOTH SIDES TO PREVENT INCURSiON
Of WATER OR PESTS. US[ /lPPROPR,ATE MASTIC MATERiAl FOR THE CONSTRVCTION_ CLEAN
AlL SURf ACES OF EXCESS MATERIAL SlEEVE THROUCH WAlL FOR UTILITIES, SLEEVE
SIZE SHALL BE NO MORE THAN '" DIA<METER LARGER THAN CONOVIT OR CABLE
CD MANUN. TRANSFER SWITCH PROVIOED IN SHELTER TERMINATE FEEDER AT MTS
COORDINATE INCOMINC SERVICE WITH PANEL
@ SHEl TER IS PRE-WIRED AND COMES COMPLETE WITH PANEL, SURGE ARRESTOR, LIGHTING,
RECEPTACLE, HVAC AND GROUNDINC AlSO INCLUDED ARE N.L AlARMS AND ASSOCIATED
EQUIPMENT.
@ COORDINATE INCOMING SERVICE WITH BACKBOARD lOCATION
(f) ~~t:~0'NS~~~p60~~'NATE AT THE PROPOSED SOURCE TElCO BOX lOCATED ON UTILiTY
GENERAL NOTES:
" /lPPLY FOR UTllIT~ SERVICE ITElEPHONE AND ElECTRICl NO LATER THAN THE NEXT BVSINESS DAY
FOLLOWING AWARD OF CONTRACT COORDINATE WITH ELECTRIC UTILITY COMPANY fOR EXACT
TRANSFORMER OR POLE lOCATION, METERING REQUIREMENTS, AND SERVICE ROUTING. COORDINATE
WITH TElEPHONE UTILITY COMPANY FOR EXACT TElEPHONE REQVlREMENTS AND ROUTING OF SERVICE
PRIOR TO SITE EXCAVATION, VERIFY lOCATION Of AlL BURIED UTILITIES,
SEAl All CONDUIT PENETRATIONS INTO BUILDING I DOWNLEAOS, POWER CONDUITS, TElEPHCNE
CONDUIT INSIDE .AND OIJTSIDE OF BVILDING
4 CONTRACTOR SHALL COORDINATE TRENCHING ACTIVITIES WITH EXISTINC UNDERGROUND
SYSTEMS ALL NEW UNDERGROUND SHAlL BE BURIED TO A MINIMUM OF JO" BFG
+
12",12",4" PVC JJNCTlON
80X NEMA 4 RATED. MOUNTED
TO WAll SLEEVE CONDUIT THRU
TO TElCO BACKBOARD
A<PPROX 18" AFG
GFCI
RECEPT ACLE
120V 120A.
1212" PVC TELCO CONOVIT CONDUIT
TO EXTEND TO TElCO BOX ON
H-fRAME RACK CooROINATE
EXTENSION WITH ~tll-I
LOCAl UTILITiES
1111
[ )I)
JO" MINIMUM
[J]
. .
CONDUIT BOOY INTO WAll
SLEEVE THRU WAll
TO MTS /lPPROX 52" AFG
,-~
II
II
\~I-
"- ELECTRIC SERVICE IN 2" SCH. 40
PVC CONDUIT TO EXTEND TO H-FRM<E
RACK COORDINATE EXTENSION WITH
LOCN. UTILITY COMPAN~
JO" MINIMUM
~ ~L1~wgo~~~' tl~~BBCrOR,
EXTERIOR GROUND RING
WALL ELEVATION UTILITY SERVICE DETAIL
NOT TO SCAlE
POWER CO METER PROVIDED AND INST AlLED BY
POWER CO. UTILITY APPROVED BACKBOX PROVIDED
AND INSTAllED BY THE SUB-CONTRACTOR.
COORDINATE REQUIREMENTS WITH THE UTILITY
COMPANY,
2" Res WITH 3 10.3/0 AWG THWN
METER BONO . DISCONNE C T
BOND,,,z AWG BARE, TIN~D,
SOliD COf'PER,
ROPOSED SERViCE H-FRAME RACK
SURGE SUPPRESSOR, BY SUB-CONTRACTOR
SIZE PER EOUIP SUPPLIERS RECOMMENDATIONS
SERViCE ENTRANCE CIRCUIT BREMER
2P,200 AMPS IN A NEMA 3R ENCLOSURE
EXPOSED CONDUlTi RGS
lt4 Awe SERVICE CRD IN 1" PVC
I
"z AWG BARE. TINNED, II fl
SOliD COPPER METER
AND SWITCH BONO ~)) L'
2" pvc WITH - . ~
310.3/0 AWG THWN ~
SERVICE ENTRANCE GROUND 3 #310 Awe THWN .
ROD, 5/8" , 10' COf'PER 1 #6 Awe GRND IN
eROUND ROO 2" PVC TO SHEl TER
TYPICAL SERVICE RACK RISER DIAGRAM
NOT TO SCN.E
EXISTING SERVICE AT CLOSEST AVAJLABLE
UT!.I!Y SOURCE APPRCX 120' TO THE
NORTH AT EXISTING POWER POLE
IJ 10.3/0)
120/240V, SINGLE-PHASE, 200 NIP ElECTRiC METER
FURNISHED B~ UTILITY COMPAN~ AND INSTAllED BY
THE SU8.CONTRACTOR COORDINATE REOUIREMENTS
WITH THE UTILITY COMPAN~
BOND CONDUCTOR TO GROUND RING A'ID SERVICE
GROUND IVERIFY WITH UT!..ITY COMPANY!. #2 AWG
SOliD BARE TINNED COPPER
J 10.3/0-______.
IN 2" Pvc ______.
RGS NIPPLE
~R~~~ GROUND~\
J 10.3/0 . 1106 GRO
IN 2" pvc CONDUIT
120/240V DISCONNECT MKlUNTED ON H-FRAME RACK
2P,200 AMP, FUSED AT 200 AMPS
GENERA TOR RECEPT ACLE FURNISHED
WITH SHEl TER AND INSTAllED UNDER
THIS CONTRACT
MANUAL TRANSFER SWITCH
P ANElBOARD
ONE LINE DIAGRAM
NOT TO SCN.E
I ----- EQUIPMENT LOCATED W1ThlN DASHED LINES
_ ~ IS NOT IN THIS CONTRACT AND IS SHOWN
FOR INFORMATiON ONLY
NEXTEL CORPOR.4.TlON
4710 EISENHOWER BLVD.
BLDG, 0-1
TAMPA, FWRID,4. 33634
(813) 806-4000
BIRD LAKE
SITE No, FW412-B
I DATE'DEcrMBER 13.2005
REVISIONS
NO.
I
DATE
ISSUED FOR CONSTRUCTION
2
3
4
5
6
'"
1..'" KC[
-..... TECHNOLOGIES
E'LORIDA UCESSE NO.: EB0004898
KCI TECHNOLOGIES, INC,
10150 HIGHLAND MANOR DRIVE
SUITE 120
TAMPA, FLORIDA 33610
1813) 740-2300
LUIS G. VARGAS JR" P.E. UCENSE ,VO.5213:
THIS DRAWlNC IS COPYRiCHTED AND IS
PROPERTY OF NEXTEL SOOTH CORPOR.
I T IS PROOVCE D SOlE L Y F OR USE BY
NEXTEL AND ITS .AfFILIATES, REPROOU(
OR USE OF THIS DRAWING AND/OR THI
ATlON CONT PJ~D IN IT IS FORBOOEN ,
THE WRITTEN PERt.IISSIQN OF NEXTEL
SooTH CORPORATION,
I SHE NAME
BIRD LAKE
I SITE NUMBER ,
FL-3412-B
I SITE .ADDRESS
38122 HENRY DRIVE
ZEPHYRHILLS, FLORIDA 3354(
(PASCO COUNTY)
l1!..ifl} TITLE
PLAN
'H ET NUMBER'
IV)\~~
10054100AS
GROUND ROO
(TYPI
FENCE BOND
CONDOC T OR
FENCE BOND -
@TYP
TE, T INSPECTiON
?IT (T'yp OF 21(2)
FENCE BONO _ X
COND~TOR
FENCE BONO -
X
FUTURE GENERA TOR
ON 5'XI2' CONe PA<Q
X
X
X
x
EXISTING T'MKJBILE
EQUIPMENT PA<Q WI
CABINETS
SERVICE CROUI\O COI\OVCTOIl
ll'2 AWO BARE, TINNED SOlID COPPl:R
INSTAlLED IN '" pve
~~ ~~T~RV1CE
SERvlCf: ENTRNlCE
GRCiU'<<l ROD
PROPOSED SHELTER CRO\JNO 17\
R1NGI ll'2 AWG B~....,T~NED, \1;
SOlID CQP?(R CO",,^^- TOR
X
FE N<:E BONO CONDOC T OIl
ll'2 AWO BARE, TINNED,
SOliD COPPER
CONOVC T OR (TYP I
FEN<:E BONO I TYPI
SEE DET M. THIS $HEE T
GROUNDING PLAN
SCALE AS NOTED
~
EXISTING VERIZON
ME TER ON
UTILITY POLE
EXISTING T-MOBlLE
METER AND DiSCONNECT ON
UTILITY POLE
~
EXISTING BHlSOUTH
UTILITY POLE
FENCE POST
EXOTHERMIC WElD
COLD GAL V ANilE
AF TER COOLING
FINISHED GRADE
1'-0"
MAX IMUM
FENCE BONDING DETAIL
NOT TO SCAlE
F~ Z4".a" DR....IN(;1
GRAPHIC SCALE. '/4" . "-0"
r~ ,,".17" DRAIINC1
GRAPHIC SCALE. 1/&"' "-0"
----
GENERAL GROUNDING NOTES
\. INSTN.L GROUND RING 2 FEET OUTSOE Of BUILDINO fOuNDA1iON AND ~O INCHES
BELOW GRADE ICOOROINATE WITH CONSTRUCTON MANAGER) GROUND RING
CONSISTS or ll'2 AWG SOliD BARE TINNED COPPER
INSTN.L GROUND RING BEFORE THE BUILDIN<: IS SET "'A<NT"N CONNECTIONS TO
THE BUILDING AND TCWER AT N.l TIMES
3. VERIfY EXiSTING FENCE BONO TO THE EXISTING TOWER EGR. PROVIDE FENCE
BONDING TO RING If NONE EXiSTS USE "2 ANC BARE, SOLID, TINNED COPPER
CONDUCTOR, EXOTHERMICALL Y WELDED TO UNDERCROUND RING.
4. EXOTHERMC WElD N.l CONNECTIONS TO BURIED GROUND RINO WITH TEE
WElDS, USE SHCRT RODS WHERE STANDARD GROUND RODS ARE NGT USED
SEE CABLE TO CABLE DETA<L.
5 CooRDINA1E WITH OWNER AND >EX TEL AN~ BONDING TO EXISTlNO EXTERNAl
GROUND RIN<: IEGR), fENCE. OR OTHER OWNER STRUCTURES OR EQUIPMENT.
MAKE N.l GR'OUNOING CONNECTIONS AS SHORT AS POSSIBLE MINIMUM BENDINO
RADIUS IS B"
CLEAN N.L SURF ACES AND BRUSH WITH BRONlE BRUSH PRIOR TO MAKING GROUND
CONNECTIONS P"NT ALL EXOTHERMIC WELDS TO GAlVANIZED OBJECTS WITH
GN.VANIZE PA<NT. USE NO-OX COMPOUND WiTH METN. TO METN. CONNECTIONS
PROVIDE A "2 AWG SOLID TINNED C'OPPER CONDUCTOR FROM THE SECTOR BUSS
BARs TO TOWER GROUND RINC lNOT SHeWN). EXOTHERMICAlL Y WElD AT EACH
EI\O. GROUND lEADS TO FOllOW COAXIAL CABLE DOWN TOWER
PROVIDE "2 AWG SOLID TINNED COPPER (MINIMUM JO" BrG) BONDING CONNECTION
TO 10WER GROUND RINO FROM SHElTER GROUND RINO
10 INSTN.L s.." , 10' COPPER CLAD GROUND RODS IN LOCATiONS SHOWN. DISTANCE
10'-0" MINiMUM TO 15'-0" MAXIMUt,l BETWEEN ROOS
I'. BONO ALL WAVE GUDE PeSTS TO RESPECT!VE GROUND RINO ITDWER/SHElTERI USE
"2 AWG BARE, TINNED COPPER USE EXOTHERMIC WElD FOR CONNECTIONS TO POSTS
12. BONO EXTERl'lAl HALO DROPS TO GROUND RODS USING EXOTHERMIC WElD
lONE AT EACH CORNER) IF .NEEDED, CONTRACTOR TO VERiFY.
13 BONO AlL FENCE POSTS WITHIN 6' or EOUIPMENT SHEL TER TO GROUND RING
14. N.L WAVGUIDE SECTIONS SHALL BE BONDED
15 GROUND RING MUST BE INSPECTED BY CONSTRUCTION MANACER PRIOR TO BACKFILL PROViDE
24 HOURS NOT<:;E
16 ~~~~ ~g ~~J~~~~ :bE %~s1[ (LO,.%~ o'u~"'t~FSi I~~ T ~O~ ~ A<~ 0 H~~~~\i' ~:~gE t ~ 1J"TEH~~1,c N.l Y
WElD CONNECTON TO GROUND RING. CONNECTON TO liFTING HOOK<S) SHN.l BE MADE AT THE
AXlE BAR WITH AN APPROVED CROUNOING ClA<MP
17. CONTRACTOR SHALl PLACE (2) TWO TEST INSPECTiON WElLS AT SHELTER GROVND RINC WHERE
ABlE, E TEST WEll SHAlL BE PlACED BEHIND THE SHElTER, AND ONE IN FRONT Of THE SHELTER
T SIDE or THE STOOP, WHEREVER SITE CONDITIONS PREVENT A TEST WElL FROM BEING PLACED
B THE SHElTER, A TEST WELl SHAlL BE PLACED AS ClOSE TO THE REAR OF THE SHElTER AS
POS E N.ONG THE SHORT WN.L TEST WEllS SHAll BE PLACED CLEAR OF ALL ICE BRIDGES .AND
OVERHANGING EQUIPMENT.
18, ROUTING OF CONDUIT, FEEDERS, AND lOCATION OF UNDERGROUND HARC'NARE ARE SHOWN FOR
CLARITY AND DIAGRAMMATIC PURPOSES O"t. Y. ACTUN. lOCATiON SHAlL BE ACCESSIBLE AND
AD,NSTED BASED ON FUD CONDITIONS
GROUNDING PlAN NOTES:
CD ~~~Et C~~~eL ~IN?XC'f~ A ftE(J~R'N~ m~'2fiO~R~gN~v~',~ Eig~i:~J~&RGROUND
S~STEMS WHICH MAY BE PRESENT COORDINATE ALl UNDERCROUND INSTAllATiON.
VERIFY SllE, LOCATION AND DEPTH OF EXISTING TOWER RING
CD ~G:,Wfo B~r f~}~9i,J~NNGE.?oJSrR~~Gcg~~~fd?,~:'ivWH TtxEo~~1t,l?fO:;~~D BAR
0)
o
@)
@
(2)
@
@ ~u~~~~~~~~ ~6THi~E T~ETE~~6~ T~~6H(il{ ~~H~~~E~PsTBR'(JT:~1c)
@ ~~~~',5~ W~~~EB8~6"'i6\~~RroVEG~o"U~lg<TR~ZG IN PROPOSED METER CENTER ON RACK.
@ NOT USED
@ WAVECUOE POST BONDINC "2 BARE, TINNED, SOliD COPPER I!rPlCAL N.L POSTS)
@ GROUND Kli CONNECTION TO COm.... CABLE GROUNO TO '~AV(GVlOE MO\JNT[Q GROUND BAR
@ CROUND GPS MKJVN T S TO GROUND RING
@ ~JMiO~N "t'touG:DOUR7& BAR, EXTEND "2 BARE, TINNED. SOLID COPPER CONDUCTOR TO SINGLE
101GB MOVN'[Q TO WAVE GUIDE DIRECTlY OPPOSITE MICROflECT PORT
PROVIDE GROUND KIT CONNECTION TO OVTER CONDVCTOR Of COAXlN. CABLE PRIOR
TO ENTRANCE TO EQUIPMENT SHElTER TYPICN. OF All CABLES
BEl 0 W GR ADE C ABl E TO C ABL E GROVND CONNE C TlON SEE DET A<L ON SHE ET E'
BONO MISCElLANEOUS METAL TO GROUND RINC IF CLOSER THAN 6'-0" TO RINC CONFIRM
WITH NEXTH CONSTRUCTiON M".-.AGER PRiOR TO CONNECTINO.
TEST/lNSPECTiON PIT. SEE DETA<l ON DRAWING E4
"2 AWO BARE, TINNED, SOLID COPPER TO SHElTER CORNERS ITYPICAL 4 PLACES)
1IIIi~
. ... . ~~.
........ ~
lI'EXTEL CORPORATION
4710 EISENHO\li'ER BLVD,
BLDG, D-1
TAMPA, FLORIDA 33634
(813) 806-4000
BIRD LAKE
SITE No, FW412-B
I DA.TE:DECEMBER '3,2005
RE VISIONS
NO.
,
DATE
ISSUED FOR CONSTRUCTiON
2
3
5
6
t;" KC~
A _ TECHNOLOGl~
nORIDA UCENSE 'vO.: EB0004898
KCI TECHNOLOGIES, INC.
10150 HIGHLAND MANOR DRlVI
SUITE 120
TAMPA. FLORIDA 33610
(813) 7~2300
LUIS G. VARG_o\S JR" P.E, UCE,VSE 'vO. 521,
T~ DRA~NG ~ COPYR~HTED A.ND ~
PROPERTY Of NEXTEL SOUTH CORPO~
IT ~ PRODUCED SOLELY FOR USE BY
NEXTEL ~ ITS AfFILIATES, REPROOU
OR USE Of' T~ DRA.wlNG OO/OR TH
ATlON CONTAl~D IN IT IS rORBOOEN
THE WRITTEN PERMISSION Of' NEXTEL
SOUTH CORPORATION,
I SHE NAME
BIRD lAKE
I SITE NUME!€R :
FL-3412-B
I SITE .ADDRESS
38122 HENRY DRIVE
ZEPHYRHlllS, FLORIDA 3354(
(PASCO COUNTY)
I_~HJP TITLE
GROUflmlNG PLAN
10054 100 AS
ANTENNA C'8lE
(ACTUAl NUM8ER
~S REQclRWl
'/,'" ST"'NlESS STEEL
THREADW ROO
ANDREW GROUNDING CNlLE
<TYPICN. EACH ANTENNA
CABLE>
WAVE GUIDE MOUNTED GROUND BAR
PLATE SusPEND BELOW lOWEST ROW
OF ANTENNA CNlLES.LOCATE WITHIN
2'-0" OF CLOSEST POST AT END
WAVE GUOE POST
c:
[
~U~~Gpl~-mL T~~D JO\'8 ~~~irF~&IC~~~DS
BETWEEN GROVI\O BAR PLATE AND WAVE GUIDE
POST.
~EXOTHERMI~ WElD
FINISHED GRADE WAVE GUIDE POST BONDNC
CONDUCTOR TO EQUIPMENT
P i'D GROUND RING
BONO BOTH SIDES Of
, , oouel E POS T W AVE GVIDE
'(
ElEVATION
DRILl WAVE GUIOE GRATING l' REQUIRED
TO ALLOW INSTN.LATON Of STA<NltSS
STEEL THREADED ROO ~
WAvE GUIO( GRATINe
'Ii" STAINLESS STEEl~
THREADED ROD
I TYPICAl EACH END
Of GROUND 8AR PL AT EI
FENDER WASHER
( T~PICAU
TO'NARD EQUIPMENT
LTENNA CABLE
ANDREW GROUNDINC
CNlLE
WAVE GUIDE MOUNTED
COPPER GROUND BAR PLATE
NUT AND lOCK WASHER
COMBINATION (TYPICAL)
L
SECTION 'A--A'
DETAIL A
WAVE GUIDE MOUNTED
GROUND BAR PLATE INSTALLATION
NOT TO SCALE
GROUND BAR
r-- 1" (TYP1CALl
!
-~
IA
1
j
\ I A
\ -I
\- , " HOLES FOR
~, DIAMETER BOL TS
N.l HARDWARE TO BE
STAINLESS STEEL
~
\
'2'"
-lIF
ElEVATION
NOTEI
CONTRACTOR SHAlL FIELD DRilL HOLES
AS REQUIRED TO MATCH LUO DIMENSiONS
AI\O NiJM8ER OF CONNECTIONS, FIELD
COORDIi'<ATE WITH CONSTRUCTION
MiWACER
SECTION 'A-Jl
DETAIL B
ANTENNA GROUND BAR
NOT TO SCAlE
X' HOLES FOR JI'"
DI~ETER BOLTS. ~u
HAROwARE TO BE
ST AlNlESS STEEL
.'c
I
24"
lV,S' ~PUNTING HOLES
FOR ~" DIAMETER BOLTS
ElEVATION
-1fT y,"
uJ-.,
SECTION 'A-A'
I 1" (TYPICAL)
i
o 0 0 0
o 0 0 0
A
1
j
IA
DETAIL C
WAVE GUIDE & MAIN GROUND BAR
~TE ~OT TO SC.....E
CONTRACTOR 51<<u fno ORllL HOlES AS REOUIRED TO ""TO< l"" OIMENSIONS
ANO NUMBER or CON.NECTiONS, FEl..O COORDiNATE WITH CON'STRUCTlON
COORCI~TOft
OR'OUNDIi'<C C ABl E
STAINLESS STEEL
HARDwARE
o
o
-=--:
ELEVATION
FLAT WASHER
I TYPICAL)
SECTION 'A-A'
c-- TWO HOLE COPPER TERMNAL
OROUND BAR PLATE (>AGa, AC81
TWO HCX-[ COPPER
TERMINAL ISHOWN
AS BACK TO BACK
CONNECTION)
GROUNO BAR PLATE
NUT lTYPICAt.)
BELLEVILLEW ASHER
<T VPICAL 1
',--- FLAT WASHER
(TYPiCAL I
NOTESI
"DOU8l1NG Up' OR 'STACKINC' Of CONNECTKlNS 'S NOT PERMITTED
OXOE - INHIBiTING JOINT COMPOUND TO BE USED ON ALl CONNECTKlNS
BACK TO BACK CONNECTiONS SHAlL BE USED ONl ~ WHEN NUMBER
Of CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER OF AVM,ABLE SPACES
'FOR lUG TO STEEl - INSERT lOCK WASHER 8ETWEEN LUC , STEEL
DETAIL D
TYPICAL GROUND BAR PLATE CONNECTIONS
I<OT TO S<:'U
~ <;2 AWC, TNNED" COPPER,
, SOLO W'RE
i
cI.....~
V,."MJN- ~ \1 1":': Y," II LI
/4" MAX" ' '\ j//' ~~:: ~~
\ i
\ !
- EXOTHERMIC WElD
$[E DETA<L THIS SHEET
PARALLEL EXOTHERMIC WELD
NOT TO SCAlE
lIF GROUND ROO NOT USEDI
EXOTHERMIC WELD
CONNECTION I TYPI
r FINISHED GRADE
F?4" (MINIMUM)
JO" (MAXIMUM)
Z r
\ BELOW GRADE t'
~ < CABLE TO CABLE
CONNECTION
(PARN.lEl
EKOTHERMIC
wElD)
%'" . lO'-O" GROUND ROO
SHELTER PAD
OR TOWER GROUND
RINe
DETAIL F
BELOW GRADE
CABLE TO CABLE CONNECTION
NOT TO SCALe:
6" DIAMETER SCHECXJlE
40 PVC WITH 5" ClEANOUT
PlUG AND CLEANOVT
ADAPTOR FITTING
COAT PlUC THREADS WITH
ANTI-SEIZE lUBRICANT
PRIOR TO IN'STAll.A.lI0N
6"
DIAMETER
16'" "2 AWG PICT All
EXOTHERMIC WElD
CONNEC TION
FOUND AT ION
GROUND RING
DETAIL E
INSPECTION /TEST PIT DETAIL
NOr TO SC........E
*iF:::::'
.-J ___
aJ___
~
SEXTEL CORPORATION
4710 EISENHOWER BLVD,
BLDG" D-l
TAMPA, FLORIDA 33634
(813) 806--4000
BIRD LAKE
SITE No, FW412-B
I DATE:DECEMBER 13,2005
REVISIONS
NO, DATE
, ISSUED FOR CONSTRUCTION
2
3
.
5
6
{' KCI
A _ TECHNOLOGIEa
FLORIDA LlCE.YSE .YO.. EB0004898
KCI TECHNOLOGIES, INC.
10150 HIGHLAND MANOR DRIVE
SUITE 120
TAMPA. FLORIDA 33610
(813)740--2300
LUIS G. V ARG..\S JR,. f.B, LlCENSB ,'10. 521,
THIS DRAWINC is COPYRICHTED ANO is
PROPERTY OF NExTEL SOUTH COR?QR
I T is PRODUCE 0 SOU L Y F OR USE BY
NEXTEL !\NO ITS N"FIlIATES REPRoo.
OR USE OF THIS ORAWiN(/ IWQ/OR H
ATlON CONTM.EO IN IT IS FORBIt)()[N
THE WRITTEN PERMISSiON OF NEXTEL
SOUTH CORPORATION"
I SHE NAME
BIRD LAKE
I SITE NUMBER
Fl-3412-B
I SITE ADDRESS
38122 HENRY DRIVE
lEPHYRHlllS, FLORIDA 335
(PASCO COUNTY)
ISHEE T TITLE
ELeCTRiCAL DETAILS
E-4
1005.1001\8
PROJECT:
O\.lNER:
LIGHT\.IEIGHT SHELTERS
NEXTEL COMMUNICATIONS
NATIONAL PROJECT
MANUFACTURER MODEL FLORIDA APPROVAL #
XTERIOR FACE MATERIAL
SIDING
FLORIDA APPROVED COMPONENTS
LOCA TION:
STONEFLEX URP, L TD,
5424,1
VARIOUS
SITE # TBD
SHEL TER SIZE
MODEL
NUMBER
XPN12209/NR-130C-AGGR
XPN122 09/1F R-130C- AG GR
XPNI2209/2FR-130C-AGGR
PN12209/2fR/UNI-I3QC-AGGR
XPNI0~09/NR-130C-AGGR
XPNI0209/1FR-130C-AGGR
XP Nl0209/aFR-13QC- AGGR
XPNI0209/2fR/UNI-130C-AGGR
APPROX.
'<<EIGHT i5;!'
10,500 LBS,
16,250 LBS.
18.750 LBS.
17,750 LBS.
10,000 LBS.
15,000 LBS.
17,500 LBS,
16,600 LBS.
REVIEW OATE:.&!r -" ,I cIc '\
CITY OF ZEPHY L~ Sc...k .
BUILDING OFFICIAL) J'-' f D )'
RATING
NON-FR
1 HR FR
2 HR FR
2 HR FR
NON-FR
1 HR fR
2 HR FR
2 HR FR
DOOR
HOLLOW' METAL
DOOR/FRAME
DM SERIES DOORS
ME SERIES FRAMES
. 12' x 20'
CECO
4553
'<<INDSOR REPUBLIC DOOR, INC.
3101.2
10' x 20'
MANUFACTURER, PRECISION QUINCY CORP,
1625 \.I, LAKE SHORE DR,
\.IOODSTOCK1 IL 60098
LABEL AND DATA LOCATION:
PQ LABEL -ON THE ACCESS DOOR1 INSIDE THE BUILDING
STATE ~ DATA PLATE - ON THE LOAD CENTER
Plan Design # 05-0835
Date October 14, 2005
Approved By Andrew R, CaFfson
Modular Buildings Plans Examiner
Florida license No, SMP-0000032
SERIAL NUMBER, TBD
APPLICABLE CODES'
2004 FLORIDA BUILDING CODE
2004 FLORIDA MECHANICAL CODE
2002 NATIONAL ELECTRICAL CODE
CAPACITYI
W'IND LOAD CAPACITY - 130 MPH ~
EXPOSUREI C
IMPORT ANCE F ACToRI 1.0
BUILDING CATEGORY' II
INTERNAL PRESSURE COEFlCIENT' +1- ,18
COMPONENTS AND CLADDING LOADING.
ROOF ZONE 11 +33,6 PSF, -36,8 PSF
ROOF ZONE 21 +33,6 PSF, -43,1 PSF
ROOF ZONE 31 +33,6 PSF, -43.1 PSF
W'ALL ZONE 41 +36,8 PSF, -39,9 PSF
W'ALL ZONE 51 +36,8 PSF, -49,2 PSt
FLOOR LIVE LOAD CAPACITY - 225 PSF
SNOW' LOAD CAPACITY - 80 PSF
OCCUPANCY IUSEI B
CONSTRUCTION TYPEr V-B
EXTERNAL W'ALL FIRE RESISTACE RATINGl 0,1 OR 2 HR
MINIMUM SETBACKSI GREATER THAN 10' FROM COMMON OR
ASSUMED PROPERTY LINE,
tiQill
L BUILDING NOT iNTENDED FOR HUMAN OCCUPANCY,
2. THIS BUILDING SHALL NOT BE LOCATED ON PROPERTY
W'HERE ACCESSIBILITY IS REQUIRED,
3. PLUMBING FACILITIES ARE BASED ON LOCAL JURISDICTION.
4. BUILDING EXEMPT FROM ENERGY CODE - FBC 13-101,5.7(5)
5, PLANS COMPLY WiTH RULE 9B-72 (PRODUCT APPROVAL>
DRA \.lINGS
XP-N-OQ-03-FL PROJECT INFORMATION (REV. A - 10/12/05)
XP-N-00-00-7 CONSTRUCTION DETAIL (2 SHEETS REV, A - 10/12/05)
XP-A-00-00-8 OPENING DETAILS (2 SHEETS REV, J - 03/29/04)
XP-N-I0-00-FL3 EXTERIOR ELEVATION (REV. A - 10/12/05)
XP-N-20-00-0 INTERIOR GROUNDING !I. CONDUiT DETAIL (2 SHEETS REV. J - 06/29/05)
XP-N-30-00-0 CABLE LAYOUT <REV. E - 04/30/04)
XP-N-40-00-Q VAC SCH. !I. VDC ALARM SCH, <3 SHEETS REV, K - 06/29/05)
XP-N-50-00-Q BILL OF MATERIAL (REV, H - 08/18/05)
XP-N-60-0Q-0 LIFTING !I. FOUNDATION RECOMMENDATIONS (2 SHEETS REV. E - OS/24/04)
t:Z~ /' L/
--
....... listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
fa, conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
Construction Type VB
Occupancy Classjfication:~
AJlowable # of Floors 1
Wind Veioclty 130 ma.h.
Fire Rating (ext. walls) 0 1 2 hF.
Floor Load 225 as.f.
Date of ReView October 14 2005
Manufacturer Precision QUincy Coro .
High Velocity Hurricane Zone .l!L
IDRA\.IINGS CAN ALSO BE MIRRORED I
CERTIFIED FIRE RATING DESIGN
CEILING/FLOOR - GA FIL NO, FC 4503
(uSED FOR 1 HR)
- oMGEA POINT ASTM E119-00A CERTIFIED TEST
NO, 16556-112920 REVISION 1 JANUARY 10, 2003
(USED FOR 1 OR 2 HR)
- OMEGA POINT ASTM E119-00A CERTIFIED TEST
NO. 16556-117339 REVISION 1 FEBRUARY 25, 2004
(USED FOR 1 DR 2 HR)
WALLS - 2 HRI UL DESIGN 423
UL DESIGN 425
- 1 HRI UL DESIGN 423
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES,
(j?J
CUSTOMER'
ASSEMBL Yr
TITLE.
DESCRIPTION DATE:
PRECISION QUINCY CORP.
1625 'J. LAKE SHORE DR" 'JOODSTDCK, IL 60098
PHONE' 815 338-2675, FAX' 815 338-2960
STANDARD
SHELTER
PROJECT INFORMATION
D'<<G II'
XP-N-OO-03-FL
NEXTEL
XP
SCALE'
1//=11/
SHEET
1 OF 1
~
L
~
.
,
L
I
I
4' TELC9)
EXIT
'viALL
I
/
@ 'viALL
Iru ~ "if
'I II
" 0 II
!! f1\!1
IIUII
" ..1
. " .. ..'-
II II
" I'
ii Ii
il \ Ii
2' INCOMING PO\v'ER
'T'
\
I \ 'p"
t. \..~LTERNATE
DOOR LOCATION
I
IIAII
.
OPT. X
\
\
-
ow [ CD
I
~
[
I
'vi A VE GUIDE LOCATIONS
'viALL
'vi ALL
'vi ALL
'vi ALL
HVAC LOCATIONS
'vi ALL
'vi ALL
IIBII
IIAII
IIBII
lie II
"DII
I/BII8xHDH
liB II
[~
~
FLOOR
-
........ listing Agency Approval
~ PYRAMID1. INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
Construction Type VB
Occupancy ClasslflcatJon~
Allowable # of Floors 1
Wind VeloCity' 130 m.p.h.
Fke Rating (ext.walls) 0 1 2 hr
Floor Load 225 p.s.f
Date of Rev,ew: October 14. 2005
Manufacturer: Precision Quincy Corp.
High Veloclly Hurricane Zone: .l:l2.......
PQ DOOR PLACARD~
@ \0
@Y
e:.
CD
-I
22
OPTIONAL
LOCATION
'vi ALL
HDII
OPT. Y
i
(0
--
j
SHEL TER SIZE
PLAN
0[~
II J.
1/ 3tr
10' )( 20'
"'"
12' )( 20'
o
II
--.
v~
~ALTERNATE
DOOR LOCATION
DOOR
'vi ALL
'vi ALL
LOCA TIONS
(STANDARD)
(AL TERNA TE)
HDH
IIAH
STONEFLEX AGGREGATE
ISTDNE FlNISH -
I
~. ;:' "i~f;~.~~ · .. ;;!..,;~~~s."~~~~':;.~.;'::~~~1:~:I~~.~j'!i'~#::.~~.-f..~~.~.r1
. :...~11.. 000 ~:..~:::; E14 '.:l;:';i:;..l"';.~~:;rt.:...~Pr:.;::c:~.'~~'~~;:'f\;~).l~~.:' Fi==
. ,;':;t coa "r!'''~ . .:....;.[~~~~.6~.t::\..rr.~..~.~~..~.e....~.~..~J.:;;.~/~~ IU
:t" I';''';:,'.. : f. .I?f,.....,.;..!t'.:.~.:r-~~~~~~.t~"'~~ :(.~~~:~'.:"~}..,,.~1~:;;:>.;J.~.~
~~:~ .~....~: ~ .~ ..:~r.!~;~~I:~;f'r~~l~~~:"~~i~.it':~~~.~..,~.!.~f~\ti.:!:~..~~t,.~~:~.J.:
It_ .' '''~~'':'' .(". :..Att;~...)t:"~I".&..-r.., '- ,) '~l;~ ~~\l'"t''''r''''''' :'.......J.~ ~ ,:\-'i ,.#~
..,... ._....~:\.. ~~ ,,',t'" ... .....I'(..'.."'....:~ ,....t... .....I>:/. ...,..... ,.4 ,.
.~." ": 1:.. . ',.l..'~l. t .,,~( ~'j:--: ,'....""...1. i:.- .l.:".....)"..~....l.J ....':,}".:~.. j' .",.~::.c.:.. q:. ';". :~..;c
J ,'. ,~l~:t"-4':" '~~i.'j ":':.).........~.~..J..)-:'y.."f ~...:.~~:..~-:<~ ;,":-1 .I...~~ ..>~"'" F' ~.~~1..i..;:.~~ ~~:"'.
~: ~ ~!~:~ ~1>"4 tt ..t':i j:~:;~.;~;?~~..~~;::~~:~.~..~~i..~r~~~.:.~~J: ~.i~~i~.:;;:;~ 'i~:~}t:
.,. -:~';..::.,)1;"":. f':..:~....;~.:,::-":.:\ .)\.~.i.~.-:-.i!"~:r2.....;-1..~":;':...<. . ::........,~;$.:.~.:..~.~~~~.I
_' ....--:t:. ,,'..... ~. :.(.u,..,:.........II(...........~ '......:... ...,.....< ..p', , I . . ,. ~ .4'~ C;. ';.,..,....~:.~,... #: ... .,....
.. ,.... ~ ....,.. '''I ~.,. '.. . '("', .....,j... I/~~~...... ........ .#- ,..... "'..'
~. !,:i:l>f j~i:~~; J}:t~;~...~~):;~~~.! ~:..:~ ~t~;:I~.~:;~::i ;:~,.:I:::~5.'it:.?~}:~~~..~;;.~:.t~~~{
l'. J I'::".:"r.' ~. ....".~. .,~II'.. 11' .... i ... ."I~' ... ~.. ~
I:~ r ty'{i, :.J.::~. .~.;~~:~~~....~:~i~;i:,.~:~::~~1~:t~~:.!'.::~:~.}~ 'i; ~~~,~~{t ~l -;~::::
t. ,.. :~~..~~i:..;:.::~. ~~.~~'lj; c~. ~i;-:;,.-::..~~~~!-'..t.;~.:.\ ~:.t~~~...:~ .':.~:.~.t:-j...~"i~~ ~t...~;J~~
MODEL
NUMBER
XPN12209/NR
XPN12209/1FR
XPN12209/2FR
XPN12209/2FR/UNI
XPNI0209/NR
XPNI0209/1FR
XPN10209/2FR
XPNI0209/2FR/UNI
fiJ
CUSTDMER,
ASSEMBL '(,
T lTLE.
I
REV. I DESCRIPTION
ACAD #1 XPN1000fL3 I PLOT SCALE'
I
BY I DATE
AC I DAm 10/12/05
ON 10' \v'IDE BUILDINGS
AIC IS LO\v'ERED AND
(GROUND BAR AND \v'AVEGUIDE
ARE MOUNTED ABOVE AIC,
Ir, ,~~
~D-J_~J
~~ r -€)
~ ~ OPTIONAL
L----- ~i@
I 'BASE Ill"
'BASE 'W'
1:64 I BY.
\v'IDTH
139,00
140,25
141.50
140,00
121.00
122,25
123,50
122.00
I
I
\ 'BASE L'
~GRDUND EXIT BELO\J ALL
CABLE ENTRY LOCATIONS
'viALL ded
-A~
'tIl~
'CM~(
'\v"
STANDARD SIZE LIST
'T'
LENGTH
241.13
242.38
243,63
242,13
241.13
242.38
243.63
242.13
'L'
'H'
HEIGTH
124..50
128.75
128.75
128.75
124..50
128.75
128,75
128.75
TELCO
66,50
66,50
66,50
66.50
66.50
66,50
66.50
66,50
.. "Wl"~"'\.
.....
1111
_0\_>0
l-' / ~ "'T1DNAl
'P' 'BASE \v" 'BASE 10' 'BASE L'
PO\v'ER \v'IDTH ID LENGTH
80.50 14Q.63 136.11 243,25
80,50 14Q.63 136.11 243,25
80.50 140,63 136.11 243,25
79.75 140,63 136.11 243,25
80.50 122.63 118.11 243,25
80.50 122.63 118.11 243,25
80.50 122.63 118,11 243,25 r)
79.75 122.63 118.11, :~v
( ~~ ~V
NOTES' ~ I
L ALL PENETRATIONS IN BUILDING ENVELOPE ARE SEALEDJ
IJINDO\v'S AND DOORS \v'ILL BE CAULKED, \v'EATHER-STRIPPED, DR
GASKETED,
PRECISION QUINCY CORP,
1625 'vi, LAKE SHORE DR., 'vIOODSTOCK, IL 60098
PHONE' 81:5 338-2675, FAX' 815 338-2960
STANDARD
XP SERIES
EXTERIOR ELEVATION
TSCAlE:. JORDER ,. TD'vIG ,.
3/16H=1'1 STD XP-N-l0-00-FL3
SHEET
1 OF 1
r---
r1
" z
II S.
II I- ><
II 0.'
II CJ
4
L___
[][J
NOTES'
1. HALO GROUND SHALL BE #2 A'JG STRANDED GREEN
COPPER '..lIRE.
2. MASTER GROUND BARS SHALL HAVE 20' OF' #2 A'JG
SOLID TINNED COPPER 'w'IRE CAD 'w'ELDED TO THE BOTTOM
OF THE BAR.
3. ALL BENDS MINIMUM 8' RADIUS.
4, APPLY ANTI-OXIDATION COMPOUND TO ALL CONNECTIONS.
5. 3/4' SCH. 40 I've CAST AT 45' ANGLE.
6.. ALL GROUNDING \tIRES FOR HVAC GRILLES, BOXES
LARGER THAN 4X4. DOOR, CABLE TRAY PLACE ON
STANDOFFS, IF NECESSARY, TO ALLOW' FOR PROPER
INSTALLATION.
8. SHARP BENDS IN GROUNDING CONDUCTORS SHALL BE
AVOIDED 90. BENDS SHALL NOT BE USED.
9. ALL GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT
AS POSSIBLE. THE SHORTEST PRACTICAL ROUTE SHALL BE
CHOSEN 'w'ITH THE LEAST AMOUNT Of' BENDS AND SPLICES.
10. ALL CONNECTIONS TO GROUND BARS SHALL BE 'w'ITfl A
2-HOLE LUG UNLESS OTHER'w'ISE SPECIFIED.
11. ALL SOLID 'w'IRE SHALL USE A 2-HOLE LONG BARREL
LUG.
12, REMOVE ALL PAINT BENEATH THE SURFACE Of' GROUND
LUGS.
13. GROUNDING Of' CONDUIT TOGETHER 'w'ITH #6 A'JG AND
THE APPROPRIATE SIZED 'w'EAVER CLAMP IS OPTIONAL
BJo
j'''''''''f
i :;:: ~: : : I E
i:::::=::li
il::::::::i
i::::::::tt
...........,,, ",; w,,, w"
j,,,,,,,,,i
i:::::;:lI=
i ::n::::l i
it::::!:::'
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~ II JIll J, J ~
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it::::::ni
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,. .. .. ..
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.. .. .. ..
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s:::::n:ll
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i:::::l::ai
i tIn::::: i
,;......" ,;.,
~
U4' ,,",x
00 COOlIlT
#2 A\WG (GREEN)
COPPER,
STRANDED \WIRE PRIMARY GROUND BARI
#6 A\WG (GREEN) METAL ENCLOSURES
COPPER
STRANDED \WIRE
ANY ENCLOSURE
LARGER THAN
4'x4' BOX
LOCK\WASHER
REQUIRED --.....
#6 DR #2 A\WG
(GREEN) COPPER
STRANDED \WIRE
LUG. 2 HOLE
DET AIL #1
DET AIL #2
#6 OR #2 A\WG STRANDED TO
A FLAT SURfACE
46 STRANDED TO BOX
1
((~ [JO
[3
n.ffi
a
~isting Agency Approval
PYRAMID1,INC.
II II These details have been reviewed
II II for conformance with the Florida
a II II 0 Manufactured Building Act of 1979
II II and adhere to the following criteria.
II II
,I I, Construction Type VB
II II
lIIIlI II ('\11 Occupancy Classlfication~
II ~II Allowable # of Floors 1
IJJ II II WInd Velocity- 130 m.p.h,
I :i II rn Fir. Rating (extwalls) D. 1.2 hr.
II FlOOf Load 225 P.sJ.
'i II II 0 ~ Date of ReVlew: Odobe< 14 2005
II II Manufacturer. Precision Quincy' Corp.
ILL-- II High Velocity Hurricane Zone ~
II
o - __..Jj
J SEE SHEET 2
I SEE SHEET 2
REV. DESCRIPTION
ACAD It. XPN20000J PLOT SCALE, 1=48 REQ,BY,
REQ,BY,
CHK BY'
OO~ TRl" 0
~
2 HOLE
LUG
T&B 54205
f- 2' REF
1/4xI BOLT &.
1/4 FLAT W'ASHER
DOOR BONDING STRAP
DETAIL #3
DOOR BONDING STRAP DETAIL
fi?J
PRECISION QUINCY CORP.
1625 W'. LAKE SHORE DR" 'w'OODSTOCK, IL 60098
PHONE. 815 338-2675, FAX. 815 338-2960
CUSTOMER.
STANDARD
XP SERIES
INTERIOR GROUNDING DET AIL
SCAlE' ORDER #. D\tG ..
1/411=1' STD XP-N-20-00-0
ASSEMBL Y,
JPH
JPH
BY
CI-lK BY fi'PV BY
06/29/05
06/17/04 TITLEI
DATE BY'
AC
APPV BY'
DATE. 01116/03
1 of 2
-:=1 @
H~n~
If
I I
I I
1::____::1
E~_
.- B
t
Jt..oo
r---
rl
II z
II a.
II i::><
II a..'
II D
4
L___
-
~.. -..-.. -.. -.. -.. -.. -" -.. -"1
- ---0
(
I
I
I
1\ _.
1'0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
USE IJf..Y Hili
HIGH Vl1. T AliE CONTRl1l.ER
IA
r4.:lC
..... Listing Agency Approval
........ PYRAMID1, INC.
D
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
Construction Type VB
Occupancy Classlflcation~
Aliowable # of Floors 1
Wind Velocity 130 m.p.h.
Fife Ratmg (exl.walls) O. 1 2 hr.
Floor Load 225 p.s.f.
Dale of Review' October 14 2005
Manufacturer Precision Quincv Coro
High Veloclly Hurricane Zone .liL
EJJ1:i3
1':----::1
I I
AA I I
I I
, I
J MADE AIC CONDUIT FOR HVAC CONTROLLER OPTIONAL
I CORRECTED CONDUIT
REV. DESCRIPTION REQ.BY.
ACAD #1 XPN20000J PLOT SCALE' 1=4B REQ.BYI CHK BY'
GE = STANDARD
------ = OPTIONAL
= - = - --.- = SEE NOTE #1
= - 1 =-1/
= . =2'
I
~/#$/////~
I
102
REF,
GROUNDING
. PIGTAIL
(t2 SOLID X 20 FT)
3/4' PVC GROUND EXIT
@ 45'
12.00
'WAVE GUIDE DETAIL
<INTERIOR VIE'W ONLY)
NOTES'
1. RECTIFIER CONDUIT RUN OPTIONS,
A. 1110 "'IRE IN (3) I' CONDUIT RUNS
B. liB IJIRE IN (2) 1-1/4' CONDUIT RUNS
(SEE JOB NOTES FOR OPTION DESIRED)
IfJ
PRECISION QUINCY CORP.
1625 IJ. LAKE SHORE DR., IJOODSTDCK, IL 60099
PHONE. 815 339-2675, FAX' 815 339-2960
CUSTOMER,
STANDARD
XP SERIES
INTERIOR CONDUIT DETAIL
ORDER "
STD XP-N-20-00-0
2 of 2
ASSEMBL Y,
JPH 06/29/05
JPH 06/17/04
BY CHK BY tl'f'V BY DATE
APPV BY, DATE, 01116/03
'TITLE.
SCALE'
1/4":::1'
BY'
AC
UNISTRUT 80' LONG
Construction Type VB
Occupancy Classlfication:~
Allowable # of Floors 1
Wind Velocity 130 m.p.h,
Fire Rating (ext.walls): 0 1 2 hr.
Floor Load 225 D.s.f.
Data of Review: October 14 2005
Manufacturer Precision QUine.,. Corp ,
High Velocity Hurricane Zone. ..li2.......
,
TYP X 6
(EARTHQUAKE BRACING
OPT ZONAL>
\ -----
.-------1
r r
I I
I I
I I
I I
I I
I I
I I
,
, L
I
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. . --. ~
-----
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- ~
-
6 71
r--
I
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I
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I
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t -
L..- .:'0 0 0::3 -
,-------. . . .
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---,
I
I
I
I
I
I
I
I
I
I
,
I
I
I
I
I
___J
...... Lisllng Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
L______~~~__-__~J
'-" ....j
(J?d
PRECISION QUINCY CORP.
1625 II. LAKE: SHORE DR,. IIOODSTOCK. IL 60098
PHONE, 815 338-2675. fAX' 815 338-2960
CUSTOMER'
STANDARD
XP SERIES
CABLE LAYOUT
ORDER II. II.
STD XP-N-30-00-0
1 of 1
E ADDED 'OPTIONAL' TO EARTHQUAKE BRACING JPH 04/30/04
DET AIL **4 D CHGD LENGTH Of' EG!. BRACING FROM 84' JPH 03/19/04 ASSEMBL Y,
(ONE: SIDE CN. y) C ADDED DIMENSIONS AC 09/11/03
CABLE: LADDER GROUNDING B UPDATED FOR EARTHQUAKE BRACING JPH 04/14/03 TITLE'
EXTEND ACROSS EVERY LADDER-LADDER CONNECTION REV. DESCRIPTION RECl,BY. BY CHK BY fi'PV BY DATE BY' SCAlE'
ACAD It, XPN30000E lOT SCALE. 1=32 CHK BY' APPV BY' DATE' 03/06/03 AC 3/8#=1'
1200
1ZlIO
1200
1ZlIO
l2!IlI
12011
,"""
1?lIO
:506CI
:lO6O
30
...
111I
111I
181
1200
l20lI
l2llO
IPM
I2lIG
.2lllI
1201I
30
!Ill
180
180
1M
180
~~~~F" ~E~~~
MODEL NO.
TRANSECTOR
IISI'i!OO-/OC-fa
AC DATA
ITSHCOO-:HeT-li!34S-v7llBI-lCIfl
AC DATA
IT_:HeT-1234S-!69lH-Xl<JI
PANEL SCHEDULE (WITH (1) 5 ci: (1) 3-TON HVAC'S)
SEE TABLE
RECTIf"IEll CKT tl
, ,.
3QA I!II: Imlt r.
RECTIf"IEll CKT t3
. .
3QA I!II: IIJ1l: r.
RECTIf"IEll CKT IS
. ..
3QA lilt IIJ1l: r.
RECTIf"IE:R CKT 17
. ,.
3QA l'II IIJ1l: r.
RECTlf'IEll CKT "
, ..
3QA l""-IIJ1l:"
HVAC OOT tl
. . ,
HVAC ClJlTR!1.LIJl ($[[ ICTt 6l I~
VENT r AA ClPTIl:lW.J I~
REa:PT IlQL i!OA
Orr.n>T IlQL I!CA
RECUT IlQL eoA
RECEPT IlQL i!OA
<SI'ARD i!OA
6CA
II
3
5
7
9
U
13
IS
17
19
21
23
~
27
l!9
31
33
35
37
39
41
AlAIN:
PANEL SCH$WLE (WITH NO HVAC'S)
20004 CIJlCUIT BREAKER VOLTAG.Ei IM/Z:(ov PHASE: fPH WIRE: 3
84 AJ/PS
LOCMION
SEE TABLE
RECTJntIl CKT tl
. ..
B/UCR rIM
3QA !ll:1IJ1l:"
llECTJntIl CK t3
. ..
3M
RECTlf"lCR CKT ~IS
. ..
3M l'II IIJ1l: r.
RECTIf"IE:R CKT 17
3M lEE IIJ1l: r.
(SI'ARD
.
3M
(SI'ARD
.
6CA
HVAC ClJlTR!1.LIJl ($[[ IIITE 6l I~ II!
VENT rAIl <rI'TDlAL) I~ III
~TIlQL III
RECEPT IlQL i!OA II!
RECEPTAa.E I!CA II!
RECEPTIlQL l!1lA III
<SPARD l!1lA
DAD PER PHASE (VA)
PHASE
A B
30
LOCATION
SURGE ARRESTOR
30
30
SURGE ARRESTOR
30
SPACE
SPACE:
II!
114
III
IlZ
114
114
NO
I
3
5
7
,
II
13
IS
17
I'
es
23
~
27
l!9
"'-
33
:IS
37
39
41
-
NO
2
4
6
I
10
14
14
16
18
20
211!
24
26
ee
30
32
~4
""
31
40
4l!
r 1/fI BIlK1I LOCATION
so: IIJ1l: r. 3M RECTll"ltR CKT Il!
, . ' .,
IIIIC11t r. 3M RECTIf1ER CKT 14
so: IIJ1l: r. 30A RECT K.
lEE IIJ1l: r.
30A RECTlrItR CKT ..
-
~ 30A
<SPARD -
,
(,QA CSPNlf:
. -.-
6CA <SI'AIlO
.
114 l!1lA U<i'4TlHll
114 l!1lA SIfJl(E OCTECTlR
6CA (SPAIlO
. (SPARD
1/2 l!1lA txT, RECEPTIICLE
1/2 l!1lA CiIIS JE:TECTClI (lPTDlAU
l!1lA <SPARD
BRKR
NO
"IRE
20A
1
3
I
3
tl0
60,<\
16
3
,.....n PnI """... N..,
~
1ZlIO
1200
1200
l200
12011
1200
12011
121111
12lllI
1200
1200
""2t1
:106I
714
30
6G
111I
,""
.81
30
I nAft ...... "".....
1201I
1ZlIO
1200
12lllI
12110
1ZlIO
."""
1200
1200
714
30
6G
11llI
sa
11111
30
..... Listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
Construction Type VB
Occupancy Classlfication:~
Allowable # of Floors 1
Wind VelOCity 130 m.p.h,
Fire Rating (exl.walls) 0 1.2 hr.
Floo< Load 225 D.S.!.
Date of Review' OctobElf 14 2005
Manufacturer Precision Quine" Corp.
High Velocity Hurricane Zone -1!2-..
AlAl N:
PANEL SCHEDULE (WITH (2) 5-TON HVAC'S)
20GA CIRCUIT BREAKER VOLTAGE: 120/IUOV PHASE: IPH WIRE: 3
172 AMPS
LOCATION
I BI/KR
3M so: ICllE "
3M so: ICllE r.
30A SllIIJ1l: r.
30A so: ICI1t r. "
I'
21
e3
~
Z7
l!9
31
33
35
37
39
41
3M
6CA
I~
I~
l!1lA
1>11I>.
l!1lA
C!CA
20A
~ lEElIJ1l:"
3QA l'II 1Cl1t"
3M l'II IIJ1l: r.
3M IIIJ11J1:r.
.,IM
NO
...!..
3
5
1
,
U
13
AlAlN: 20004 CIRCUIT BREAKER VOLTAGE: t20/2~OV PHASE: IPH WIRE: 3
~ 157 AJ/PS
~ LOCATION I B/UCR riM NO NO .,IM BRKP. LOCATION
- 2 so: IIJ1l: r. :lOA RECTlI'ltR CKT Il!
4 . . -, ..
6 so: Imlt Pi :lOA RECTlI'ltR CKT 14
8 ' . .
10 so: IIJ1l: r. 30A RECTlI'ltR CKT 16
12 . . ' .,
14 lEE ICllE r. 30A RECTlf"ltR CKT 18
16 ' , , ..
18 so: om[ 3M RECTlf1tR CKT liD
2Q , , . ..
l!2 18 ~A HVAC l.tlIT Il!
24 " . "
26 6CA <SPARO
"" . <SPARD
30 114 C!CA UliHTING
32 . tJ2 C!CA SIfJl(E OCTECTtR
34 <SI'ARD
36 . I ~Alln
31 tJ2 C!CA EXT. RECEPT IICLE
40 ~ 'Ii! C!CA CiIIS JE:TECTClI <rI'TIJJIAU
4! C!CA (SPAIlO
12011
SEE TABLE
RECTlf"1E:R CKT .1
. ..
..
114
114
1/2
.'~
114
.12
NO
..
3
5
,
U
13
15
17
19
es
e3
2S
27
29
31
33
35
~7
39
41
12011
RECTIf"IE:R CKT 13
. ..
114
114
112
.14
tli!
114
I.....n ...-D
NO
2
4
6
II
10
Ii!
14
I'
18
20
211!
24
26
ell
30
32
34
36
~
40
u
LOCATION
RECT If"1tR CKT Il!
. .
.,IM
so: ICI1tr
B/UCR
30A
II
1ZlIO
1ZlIO
RECTIf"ItR CKT IS
. ..
1200
.:>aII
RECTIf"IOl CKT .7
. ..
lEE ICllEE
:lOA RECTJntIl CKT .4
. ..
l2IlO
(SPARE)
.
""""
HVAC l.tlIT t1
. . .
HVAC ClJlTR!1.LIJl ($[[ PGit 6l
.~
1200
:lO
11llI
laG
UIII1E" 3M
RECTIf'ItR CKT 16
. ..
1200
200
so: 1CllE-" 30A
RECTlf1tR CKT 18
. ..
1200
1200
30A <SPARD
..
6CA HV AC OOT 12
. . .
:lO6O
5060
6CA (SPARO
(SPARD
112
114
eoA
l!1lA
6CA (SP
(SPARE>
l!1lA EXT. RECEPTACLE
I!CA GAS TECTIJI <lPT1lJol!IU
i!OA <SI'ARD
714
TtCTtR
6G
114
.14
.1llI
30
~
AlAIN.'
PANEL SCHEDULE (WITH (2) 3-TON HYAC'S)
8>0..4 CJk:fJJ'f lJMJ.JtEAVOLTAGE: U!()/uor PHASE: IP/I WIRE: 3
'4' AJ/PS
.
LOCATION I B/UCR I .,IM
SEE TABLE
RECTlfrDI CKT .1 3M l'II IIJ1l:
NO
2
4
,
I
10
14
14'
16
II
20
211!
24
26
ell
30
32
34
36.
....
olG
42
.,IM BRJCR LOCMION
lEE II1Tr " :lQ,l RECTIf"ItR CKT Il!
IIlAD POI ""..SS: NA>'~ - .",
l2IlO: " ~'~
1201I ~
l""ft _,
:: 120ft ..... _ ./ ',j l-\~Q f1
'~
,.,r~
~'r
~-
- \O~\~
l20fI
I20Il
RECTlf"
,
13
. ~
IFf 1CI1t" 30A RECTIf'ItR CKT .4
"'1IJ1l:-'" :lOA RECTJntIl Dc U.
u om[ r. 3OA' RECTIf"ItR CKT' I.
I , , ----.-.
so: ICI1t " 30A RECTlf1tR CKT liD
18 ~- IHV~ OOT Il!
3220
I20Il
RECTIf"n:R CKT IS
,
6CA <SPAIlO
(SI' ARE>
114 20A LI<i'4T1NG
1/2 l!1lA SHlJt<E JE:TECTlJl
6CA (Sf ARD
, (SPARD
.11 20A txT, RECEPTACLE
114 l!1lA GIIS lJETECT[]Jl <DPTIlJt.6O
20A (SPARE>
I
714
60
eo
30
.2011
RECTIf"IOl CKT 17
. ..
~
1. ALL RECTIFIERS, AUXILIARY SERVICES AND HVAC ARE CONTINUOUS LOADS.
2. ALL WIRE lYPE THHN
3. ALL HVACS 2 #8'S AND 1 # 1 0
~. AC DATA LOAD CENTERS HAVE 40 SPACES. SPARES FOR SPACES ~1 de 42
NOT REQUIRED.
5. RECTIFIER WIRE SIZE OPTIONS:
A. #10 WIRE IN (.3) 1. CONDUIT RUNS
8. #8 WIRE IN (2) 1 1/~. CONDUIT RUNS
6. CIRCUIT #29 TO BE SPARE BREAKER, IF 24V DC CONTROLLER IS USED,
1M
PRECISION QUINCY CORP.
1625 'J, LAKE SHlJRE DR., \{OODSTOCK, IL 60098
PHlJNE' 815 338-2675, fAX' 815 338-2960
K ADDED NOTE ~6
J SEE SHEET 2
I SEE SHEET 2
H SEE SHEET 3
G REMOVED RECTlf1ER \(IR( SIZE FOR AVAILABLE OPTIONS, stE ~TES
F ADDED PANEL SCHEDULE FOR NO HVAC OPTION
REV, DESCRIPTION
ACAD #,XPN40000K!PLOT SCALE' 1:::11 REG,BY, I CHK
JPH 06/29/05
JPH 12/09/0~ CUSTOMER!
JPH 07/22/04
JPH 04/27/04 ASSEMBLY'
JPH 04/13/04
AC 11/06/03 TITLE' V A C
REG,BY. BY CHI< BY N'PV BY DATE BY' ISCALE'
BY' IAPPV BY' IDAm 01/17/03 AC I NONE
RECTIFIE:R cn It
, ..
32i!II
HV AC OOT It :!SA
HV~' .. ICITE 6l l~
VENT . ) I~
I RtC Aa-!: 20A
RECEPTAa-!: 20A
RECEPTAa-!: l!1lA
RECEPT Aa-!: l!1lA
<SPARD 20A
....
,""
,''''
STANDARD
XP SERIES
SCHI Be VDC (ALARM) SCH,
IORDER lh DVG ,.
I SrD XP-N-40-00-0
1 of' 3
GENERATOR RECEPTACLE
NATIONAL WIRING STN-lDARD
(SINGLE PHASE)
I-HOT LEG
BLACK CONDUCTOR
...MQIE...
THE COVER PLATE SHOULD BE PAINTED
"RED" TO INDICATE COMPLIANCE WITH
NATIONAL WIRING STN-lDARD.
(VIEW IS LOOKING UP INTO THE
RECEPTACLE SLEEVE)
120/240 VAC l' PHASE 200 AMP
SERVICE SUPPUED N-lD INSTAllED
BY SITE ELECTRICAL CONTRACTOR
OPTIONAL 200 AMP
MAIN BREAI<ER
BY OTHERS
OPTIONAL STYlE
200 AMP GENERATOR
RECEPTACLE
#2
PARALLEL
13/0
&: 2" CONDUIT
BY OTHERS
2"
RIDGED
NIPPLE:
SERVICE RATED
INTEGRATED LOAD CENTER
D 200 AMP
COMMERCIAL
POWER FAlL
200A MECHANICAL INTERLOCK
MANUAL TRANSFER SWITCH
BRANCH CIRCUIT
LOAD CENnrs 7
~ OR .2 ~~::L--
I
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--------,
I
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SURGE
POWER FAIL
r-------------.,
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,
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3 & 4
NEUTRAL BONDED
TO GROUND AT MAIN
POINT Of' SERVICE
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Construction Type VB
Occupancy Classlfica(ion~
Allowable # 0( Floors 1
'tllnd Velocity. 130 m.o.h,
Fire Rating (exl.walls): 0 1 2 hr.
Floor Load' 225 P.s.!
Date of ReView: October 14 2005
Manufacturer Precision Quincy Corp.
High Velocity Hurricane lone. ..l!2......
...... Listing Agency Approval
~ PYRAMID1,INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
K SEE SHEET 1
J ALL GEN. PLUG STYLES CHANGE TO NATIONAL STANDARD
I REMOVED I,,{[RE SIZE FROM GENERATOR STYLE DETAILS
H SEE SHEEr 3
G SEE SHEET 1
REV, DESCRIPTION REQ.BY,
ACAD !t,XPN40000K PLOT SCALE' 1=1 REGl.BY, CHK BY'
JPH 06/29/05
JPH 12/09/04
JPH 07/22/04
JPH 04/27/04
JPH 04/13/04
BY CHI< BY N'PV SY DATE
APPV BY' DATE. 01117/03
(j?J
CUSTOMER'
ASSEMBLY,
TITLE.
BY'
AC
~
L ------ DASHED LINES DENOTE FIELD \YORK.
2. BUILD[NG ELECTRICAL SYSTEM IS RATED AT 65.000 A,I.C,
IF HIGHER RAHNGS ARE REQUIRED. IT IS THE
RESPONSIB[LITY Ot SITE CONTRACTOR/ENGINEER
TO MEET SUCH REQUIREMENTS,
3. SERVICE BOND IS TO BE MADE BY DEVICES
(STRAPS. SCREI,,{S. ErC,) SUPPLIED BY
EQUIPMENT MANUf'ACTURER. If' NO SUCH
DEVICE IS SUPPLIED. BOND IS TO BE MADE
IN ACCORDANCE I,,{ITH NEC ARHCLE 250,
4. I,,{HEN SERVICE DVERCURRENT DISCONNECT IS
FIELD INSTALLED AND HAS A NEUTRAL TO GROUND
CONNECTION ESTABLISHED. REMOVE NEUTRAL TO
GROUND CONNECTION IN MANUAL TRANSFER.
5,CONDUCTOR DVERCURRENT PROTECTION DEVICES
ARE SELECTED IN ACCORDANCE I,,{ITH
NEC ARTICLE 240-3,
6.CONDUCTDR SIZING IS SELECTED FROM
NEC ARTICLE 310-16.
7. ALL LUGS THAT HOLD MORE THAN ONE I,,{IRE SHALL
BE LISTED FOR MULTI-BARRELL CONNECTIONS,
a.ALL CONDUCTORS SHALL BE INSULATED THHN COPPER I,,{IRE,
9. LABEL SERVICE DISCONNECT I,,{ITH A RED TAG.
PRECISION QUINCY CORP.
1625 I,,{. LAKE SHORE DR.. 'JOODSTDCK. IL 60098
PHONE:1 815 338-2675, F'AX, 815 338-2%0
VAC
SCALE:.
NONE
2 of 3
MAGNETIC DOOR ALARM
THE MAGNETIC DOOR AlARM
IS WIRED NORMAlLY OPEN. I
CONTACTS CLOSE UPON
DOOR CLOSURE. WHEN DOOR
IS OPENED, CONTACTS OPEN
SENDING AN AlARM.
MAGNETIC
UTlUlY POWER FAIL
FOR UTIUlY POWER ALARM,
CONNECT TO CO~MON AND
NORMAllY OPEN TERMINAL
BLOCKS. NORMAllY OPEN
CONTACTS WILL BE CLOSED
IN NORMAL POWER
CONDITIONS, CONTACTS WILL
OPEN IF UTILllY POWER FAIL
~
RED ]
BLI< PINS 9, to
DOOR ALARM
I tl
BLI< J
RED PINS
15,16
COMMERCIAL POWER FAIL
HIGH TEMP. ALARM
THE HIGH TEMP. ALARM IS
SET TO OPEN ON TEMP.
INCREASE, (OR RISE)
SET POINT '" 89' F
lOW TEMP. ALARM
THE LOW TEMP. ALARM IS
SET TO OPEN ON TEMP.
DECREASE. (OR FALL)
SET POINT = 49' F
I :=1
I :=1
RED
BU<
RED
BlK
HIGH TEMP &
LOW TEMP ALARMS
J PINS 11,12
J PINS 13,14
HVAC 11 FAIL ALARM
WHEN HIGH PRESSURE OR
LOW PRESSURE SWITCHES
ACTIVATE THE LOCK OUT
RELA.Y, THE AlARM CONTACTS
Will OPEN SENDING AN
ALARM.
HVAC 12 FAIL ALAR~
WHEN HIGH PRESSURE OR
lOW PRESSURE SWITCHES
ACTIVATE THE LOCK OUT
RELA.Y. THE AlARM CONTACTS
WILL OPEN SENDING AN
AlARM.
HVAC 11
*G5
-l~~
_ ~ RED
~ lOW
'- VOLTAGE
STRIP
BLK
HVAC 12
*8
-l~~
_ ~ RED
~ lOW
-VOLTAGE
STRIP
aLK
"
PINS 3,4
PINS 5,6
HVAC FAIL ALARM
SMOKE AlARM
THE SMOKE AlAR" CONTACTS I
ARE NORMALLY CLOSED
UNDER A "No SMOKe
CONDITlON. WHEN SMOKE IS
DETECTED THESE CONTACTS
OPEN SENDING AN ALARM.
TVSS PANEL "A"
FOR SURGE ARRESTOR
ALARM, CONNECT TO COMMON
AND NORMAlLY CLOSED I
TERMINAL BLOCKS. NORMALLY
CLOSED CONTACTS WILL BE
CLOSED IN NORMAL POWER
CONDITIONS. CONTACTS WILL
OPEN IF TVSS PANEL "A"
FAILS.
~
~
SMOKE &
SURGE ARRESTOR
ALARM
K SEE SHEET 1
J SEE SHEET 2
I SEE SHEET 2
H ADJUSTED HIILOIJ TEMP ALARM SETTINGS FROM 45/85
G SEE SHEET 1
REV. DESCRIPTION
ACAD #,XPN40000KlPLOT SCALEI
:: }NS lS.16
BLI< ]
RED PINS 17,18
...... Listing Agency Approval
~ PYRAMID1,INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
Construction Type VB
Occupancy Classl~cation~
Allowable # of Floors 1
Wind Veloc'lY' 130 m P. h.
Fire Rating (ex!, walls) 0 1 2 hr.
Floor Load" 225 p.'.f
Date 0( Review: October t 4 2005
Manufacturer Precision Quinc'f CorD.
High VelOCity Humcane Zone .1:!2-..
(j?J
COMMERC~L POWER FAIL
HVAC #1 FAIL ALARM
HVAC #2 fAIL ALARM
NOT ASSIGN~D
MAGNETIC DOOR ALARM
HIGH TEMP. ~M
LOW. TEMP. ALARM
SMOKE Au..RM
SURGE ARRESTOR AlARM
ALARM NOTES:
1. ALARMS SHALL BE
CONfiGURED fOR FAIL
SAfE OPERATION.
NORMALLY CLOSED
CONTACTS SHALL OPEN
ON AlARM.
2. WHERE APPUCABLE
ALARM TERMINAL
- -
BLOCK
I
(
/~?
~.....r./
.J~~?
PRECISION QUINCY CORP,
1625 'vi. LAKE SHORE DR., 'vIDDDSTDCK, IL 60098
PHONE' 815 338-2675, FAX' 815 338-2960
JPH 06/29/05 CUSTOHERl
JPH 12/09/04
JPH 07/22/04 ASSEMBLY'
JPH 04/27/04
JPH 04/13/04 TITLe:, V A C
REG BY, BY CHI< BY ttPPV BY DATE BY' ISCALE.
ICHK BY' IAPPV BY' IDAm 01117103 AC I NONE
1=11 REQ,BY,
STANDARD
XP SERIES
SCH, & VDC (ALARM) SCH,
laRDER " ID'vIG "
I STD I XP-N-40-00-0
3 of 3
7
\ 0 -'\ -: :--4-(
MECHANICAL BILL OF MATERIALS/ ENGINEERING HVAC UNIT OPTIONS
ITEM QTY. PART NO. DESCRIPTION VENDOR NO. MODEL NO. MANUFACTURER DESCRIPTION
1 I 45046.33 PRE HUNG DOOR KIT 36' x 84' R.H. - BASIC UNIT, 3 TON '<<'ALL MOUNT, 208/230\1 PH,
2 I 45036,08 DOOR STOP , HOLDER - AUSTIN CH2445-B \fA372-Aa5XPXXXJ /lARD 51<lr HEAT, 2' PLEATED FILTER, HIILO\f PRESSURE
3 I 45037,95 TELCO MTG. BOARD 4' x 4' x 3/4' - CONTROLS, l[]\f AMBIENT CONTROL
4 16' 45044.34 PVC TELCO CAP, 3/4' V-67 ABOVE '<<'lTH ECONOMIZER
5 OPT. F"lRE EXTINGUISHER - 2OLB. C02 <OPTIONAL> '<<'A372-Aa5EPXXXJ BARD
6 45' 4~33,a9 CABLE LADDER IS' l0018ZY BASIC UNIT, 5 TON '<<'ALL MOUNT, 208/230\1 PH,
7 2 45033.41 CABLE LADDER STRAIGHT CLAMP (SET) se12 '<<' A602-A05XPXXXJ BARD 51<\11 HEAT. 2' PLEATED FILTER, HIlLa\f PRESSURE
8 5 45033.42 CABLE LADDER CORNER CLAMP (SET> CC12 CONTROLS. LO'J AMBIENT CONTROL
9 10 45026,77 CABLE LADDER RUBBER BOOT RfCH701
10 9 W CABLE LADDER HANG(R (YELLO" ZINC PL TD,5 - '<<'A602-A05EPXXXJ BARD ABOVE \fITH ECONOMIZER
11 18 J BOLT YELLO" ZnNCPLATED -
12 OPT. 45037,66 \;ALL POCKET, 3 POCKET .(OPTlONAL) - BAStC UNIT, 3 TON '<<'ALL MOUNT, 208/230\1 PH,
13 OPT. 450....01 torE: "'ASH $TA'fIolf <OPltONAD A VP36ACA05N MARVAIR Skw HEAT, a' PLEATED FILTER, HIlla\; PRESSURE
14 OPT. 450~73 FOlD DQ\fN DESK (OPTIONAL> CONTROLS. LO\f AMBIENT CONTROL
15 OPT. 45038.98 FIRST AID I(IT <OPTIONAD
16 1 6' CANDf' Y A VP36ACA05C MARVAIR ABOVE \fITH ECONOMIZER
. 17 OPT. BATTERY S.AfET'l' KIT (Ql>T10NAt.)
BASIC UNIT, 5 TON '<<'ALL MOUNT, 208/230\1 PH,
A VP60ACA05N MARV AIR 51<\11 HEAT, 2' PLEATE;D FILTER, HI/LO\f PRESSURE
ELECTRICAL/HV AC BILL OF MATERIALS CONTROLS, LO\o'AMBIEtH CONTROL
AVP60ACA05C MARV AIR ABOVE \fITH ECONOMIZER
ITEM QTY. PART NO. DESCRIPTION VENDOR NO.
El (1) INTEgGAATe:D LO~D COtTER I TRANSfER S\fITCH - S\JRGE
E2 QQ TYPE CIRCUIT BREAKERS PER PANEL SCHEDULE r2
E3 1 'SEE TABLE' 3 TON II/C<'iIl1:LOR ....UHOUT (COtDUZER) 'SEE TABLE'
E4 1 'SEE TABLE' 3 iON AIC (....ITH OR '<<'ITHOUT ECONOMIZER) 'SEE TABLE' ~~/
E5 1 HVAC MASTER CONTROLLER ~iSting Agency Approval ~...
E6 1 40028.92 GENERATOR RECEPTACLE - APPLETON lM200JHS PYRAMI01, INC.
. E7 1 4S028,~4 EXTER~ L1GlT 'W,mRPRtxt, FAlL SAfE. 100\1, 'WI I(JTlCtl ~n:cTOR ( ~
E8 1 48028,60 EMERGENCY LIGHT 2 HEAD WEXIT SIGN, SURELlTE LPX70R'w'H- DH These detail. have been reviewed l#..f)~
E9 16 4' FLUORESCENT BUlB SYLVANIA 32 ....IITT f0321730 for conformance with the Florida
El0 8 LIGHT FIXTURE fLUORESCENT +S' '<// ....IRE GUARD-METALUX SS232-120-EB81 Manufactured Building Act of 1979
and adhere to the following criteria.
E11 1 D.C. EXT. LIGHT S\flTCHI 120V SPDT 15 AM? -
E12 1 INT. LIGHT TIMER 2 HR-INTERMATlC fF32H Construction Type VB OE ~
. EIJ 1 \fAVEGUIDE ENTRY PANEL MUlTIPORT 4' DIA. \f/CAP Occupancy Classlfica(ion~
. E14 2 GROUND BAR 20' X 4' X 1/4' HARGER .GB1T1H20J2TPQ Allowable # of Floors 1
Wind Veiocltt 130 m.p.h.
E15 1 GROUND BAR (,' X 2' X 1/4' HARGER IIGBl142GP Fire Rating (eX\.walls) 0 1 2 hr.
E16 1 48028,53 SMOKE DETECTOR , ALARM 11275E Floor Load. 225 p.s.f.
E17 1 48028,30 GROUNDING STRAP-DOOR HARGER IGS1262C Date ot ReVIew: October 14 2005
Manufacturer. Precision Quincv Corp.
E18 1 48027.43 S\flTCH MAGNETIC SPDT 30V 25010111 161 High VelOCity Hurricane Zone ~ ~4
E19 3 48023.57 ALARM TERMINAL BLOCK 50 SPC
E20 2 D.C. JUNCTION BOX (,' X 6' .X 4' DEEP -
E21 S Q,C. DUPLEX RECEPTACLE 20 AMP -
E22 1 O,C. DUPLEX RECEPTACLE <OUT DOOR) 20 AMP. GFI ""/BOX AND LID -
E23 OPT, HVAC DISCONNECT -
E24 OPT. HYDROGEN GAS DETECTOR (OPTIONAL) -
E2'5 OPT. EXHAUST FAN (OPTIONAL) 4e440
E26 OPT. EXHAUST . AN TIMER (OPTIONAL> 2(206
H REMOVED PART # & MODEL # FROM ITEM #E13 JPH 08/18/05 (j?J PRECISION QUINCY CORP.
162:5 'J, LAKE SHORE DR" 'w'OODSTDCK, IL 60098
G REMOVED PART # & MODEL # FROM ITEM #E5 JPH 06/29/05 PHONE' 815 338-267'5, .AX, 815 338-2960
F REMOVED DANTHERM Ale OPTION JPH 04/30/04 CUSTOMER' STANDARD
E CHANGED ITEMS TO OPTIONAL AC 01/27/04
ASSEMBL Y, XP SERIES
D ADDED MARVArR AC 10/01103
~ C ADDED E26, UPDATED JPH 3/26/03 TITLEI BILL OF MA TERrAL
D CUSTOMER IS TO CHOOSE LOCATION. REV. DESCRIPTION BY DATE ISCALN 0 N E IORDEs r' D ID'<<'O III SHEET
2) ITEMS I"IITH 'II' SEND LOOSE, XP-N-50-00-0 1 OF 1
ACAD #, XPNSOOOOH I PLOT SCALEI1=1 IBY'JPH IDATEI 01/17/02
PROTECT ALL EDGES
~ITH RUBBER PADS
'H'
'L'
SEE DETAIL 'A-A'
112,OO~
'1.0.' ~I
'0,0.'-1
NoTESI
CABLES AND SHACKLES ARE
TO BE PROVIDED BY OTHERS
1. 'w'ARNINGI THIS SHELTER MUST BE UNLOADED LEVEL DUE TO HEAVY
EQUIPMENT STAGED INSIDE THE BUILDING, OPEN THE DOOR TO DETERMINE
THE EXACT LOCATION OF THE STAGED EQUIPMENT, EXERCISE CAUTION TO
ENSURE THE PROPER UNLOADING OF THIS SHEL TER. ,IF FOR ANY REASON
DURING LIFTING THE SHELTER SHo\.lS TILTING TENDENCIES, BALANCE THE
SHEL TER APPROPRIATELY,
2, BUILDING \.IEIGHTI (SEE TABLE SHEET 2) \.110 CUSTOMER'S EQUIPMENT,
3. 150' MINIMUM SPREADER BAR MUST BE USED TO AVDID BUILDING DAMAGE,
4, USE APPROPRIATELY SIZED SHACKLES TO CONNECT LIFTING CABLE OR
CHAINS TO SHELTER LIFTING LUGS,
5, IF THE SHELTER OFF LOADING IS THE RESPONSIBILITY OF OTHERS IT
SHOULD BE ACCOMPLISHED BY TRAINED AND EXPERIENCED PERSONNEL,
6. THIS IS ONLY A RECOMMENDATION, IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE SIZE OF ALL LIFTING HARD'w'ARE AND
EQUIPMENT USED TO HANDLE AND SET THE SHELTER,
7, CUSTOMER TO REMOVE CARDBOARD FROM HVAC UNITS AND ADJUST
THERMOSTAT 'LEVEL' UPON START UP,
...... Listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
Construction Type VB
Occupancy Classlfication~
Allowable # of Floors 1
Wind Velocity' 130 mO.h,
Fire Rating (exl.walls) 0 , 2 hr.
Floor Load 225 os.f.
Date of ReView October 14 2005
Manufacturoc Precision Quine,", CorP .
High VelOCity Hurricane Zone .l&...-
(()-1~
SHELTER DIMENSION TABLE
SHEL TER SIZE MODEL 'W '0,0.' 'I,D/ 'V
NUMBER HEIGn~ BASE BASE BASE
XPNI2209/NR 124,50 140.63 136,11 243,25
12' )( 20' XPN12209/lfR 128.75 140,63 136,11 243,23
XPN12209/2rR 128,73 140,63 136,11 243,25
XPNI2209/2fR/UNI 129,75 140.63 136,11 243,25
XPNI0209/NR 124,50 122,63 118,11 243,25
10' )( 20' XPNI0209/lfR 128,75 122,63 118,11 243,23
XPNI0209/2fR 128.73 122,63 118,11 243.25
XPN1~09/2fR/UNI 128,75 122,63 118,11 243,25
DETAIL "A-A'
(fd
PRECISION QUINCY CORP.
1525 IJ, LAKE SHORE DR., IJOODSTDCK, IL 50098
PHONE' 815 338-2675, FAX' 815 338-2960
CUSTOMER'
E SEE SHEET 2
D UPDATED
C UPDATED DIMENSIONS
B UPDATED
REV. DESCRIPTION
ACAO #IXPN60000E PLOT SCALE' 1=96 REQ,BY,
JPH OS/24/04
AC 10/24/03 ASSEMBL Y,
AC 09/30/03
JPH 03/27/03 TITLE' L I F TIN G ~
BY CHK BY ti'PV BY DATE BY' SCALE'
APPV BY' DATE' 01/17/03 JPH 1/8"==1"
STANDARD
XP SERIES
FOUNDATION RECOMMENDATIONS
ORDER #1 DIJG #,
STD XP-N-60-00-0
REQ,BY,
CHK BY,
SHEET
10f'2
."
, ..
SllIOOlli fallll TCf' a.
or ~e:'O:=- TO
-7 TkOUNOAOON
~ OR 1IElll'./ JREEZlNG OCPTH.I
Ir'HICH [4 IS OCEPElt
Bkou<lAOON
~~~..,: :
'4'-
S
'.
'4 '.'
~.'
", ..
.: ~~
It-tl \
, :'
:f
, "
..;.::
H~
~
,;t
'"I'
<--, 12" MIN.
ew.<'M ~OOllNG.
......
I..
.....
"
" ,; llTiI.
,~...
/,;.
'"
SlIOO"TH F~ TCf' ao
SlOE (:I FOOllNG TO
4" snow GRADE.
,J.. T 1f000DA OON
18" CR rllElll'./
FREEZlNG OCPTH.
Ir'HICH EVtR
IS~
,J.. BlfbuNDA 1ICN
'f'
SllIOOlli FORl/ TCP a.
SlOE (:I SlA8 TO
r4' ~ REINFCJlCE.D r4" snow GRADE.
, . ..~. OIl!
:~ , , ;-;
.' . ~ II ~
;i.~
l ~
, ~.
J
, "
.:.~
'<'
" .
J:
...
<--, 8" H11'1.
",
'" "
r
1
BUILDING
r-
~
~~
BASE
'LJl,'
'OJI.'
::. _ sa: SIll. TIJl DlMENSIllN T AIIlE _
\.r1IJlS-'3Z' HINIlOI
lnltAl.$-"Wxll' LG. HlHlMlJM
."
L-- ~ iiPaMoo-.
~.PtMI!j.IIi}!lil.~PS1 C<>>lC.
ti ~TPQNTf lilINllIJILI)
1. TYPICAL GRADE BEAM SECTION
2. TYPICAL SLAB SECTION
TYPICAL PIER SECTION
n
'~A
3.
n
3' X 8", 3/8" TH}ClC n
~~: ~ft ~~;~
AS REllUIR[Il) .
\La' IKl. T 1411'1.
CADlI\JLI PI.A TEll
<2 PEJl A TT IlClf1ENTl
~-
6, HELICAL ATTACHMENT
1/4"
" . 3" . 3/1" 1IfCK, ,"
(!.LV) LOHO (!Joj.V. S1I.. AH<U
'.,{.'l" . " HI/A AOHESl~ AHQiOR
4 T{}"'t,':if~M'\l' 1Jr
EQ\)AL (2 ~ Nidi 4" O,~,
4" J..,:: ....;'""" 4- ~ ':'-,
J. L EllGE (:I GRADE II(AM
SI1IWS AS REa. 'OJ., SHW$ AS REa. '0 I' ., ... EDGE (:I SUI
4, GRADE BEAM ATTACHMENT ~ SLAB ATTACHMENT
n
.
4
"""~,
] PO'
4J
TYP.
20:'''.''
8" 51 ~
~ ---'
....----
20'-4"
J
1
j I
1 2 r
~ 1-/
} ';~'~~l'1mf W~~~ t
!:Hill ...lli I'l.AS'T1C SHIllS FOR B1JIlDING
TO A IT AI'! UNIFORl/ BEARING
BY BUIlDINCl O()IlRACTOR.
t
12" . 11'-10"
Ill" . 10'-2'
PLAN VIEW
GRADE SUPPOR
........ Listing Agency Approval
~ PYRAMID1, INC.
These details ha ve been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
Construction Type VB
Occupancy Classlfication:~
Allowable # of Floors 1
Wind Veiocity- 130 m. D. h.
Fire Rating (ext.walls) 0 1 2 hr.
Floor Load' 225 DSI.
Date of Review: October' 4 2005
Manufacturer: PreCISion Quincy CorD
High VelOCity Hurricane Zone J:!L
1/2" J-Bll. T HIH.
CAllMl,"Pl..AT[~~
" !J1ll(IJOT HIH.
<2 PER A Tf AQ-lHI;NTl
r -;Jf
'"
1
~
6,
PIER ATTACHMENT
3' lC 3' X 1/4" tClPREI€ RUJIlIJl PAll
(60 DI..f04ETtR> lI'l EACH pIIJl ~ AIlCI<<:R
Te;.,
'~
J
6
.
6
(~
,"
19'
8" TYP,
.
2
3 t_____~J3
''1''
.-
()
Ii!' . 11'-8" I
10' . IO'-O"--f
- -
12' . 11'-10"
10' . 10'-2"
t
PLAN VIEW
PLAN VIEW
DLAB
PIERS OR
HELICAL ANCHORS
SUPPORT
4,
!-lIt""
SUPPORT
BY OTHERS
TYPICAL 2-BEAM SECTION
Stn.T~ \
BASI: \
~, PEJl SIDE
r 1/4114 <BIl" DC MAXIIOO
BU" OINQ F'ClJNOA 1lON AND ANO+<RINQ NO~
,. WORI< SI1All et: 1M ACO:lRDANCE ...tH LOCAl. CODES, SAftTY REClUl,A 1ICNS AND
UIUSS 01HER\lISE NOTED. lHE LATEST RE'llS1Qi4 (:I AQ 318, '!IUILOCNCl COOE
REQlJIRDIOIlS FOR RElNfOACED CCNCR[TE". PROCEDURES FOR lHE f'flOlEClIOH (:I
~#'m~ AND UlIUTIES SI1All BE ESTASUSG PRIOR TO FOUNOA1ICN
2. CONCRE'll: IlAltRlAl.S SI1.1l.1. ~ TO lHE Al'PRa'RlA'll: STAlE REQ\.lR(I401lS
FOR EXPOSED STRIJCTVRAL CONCRE1&
3. PROPQATIQlS (:I CONCRE'll: lilAIDlIALS SHALl. BE SUlTASLE FOR lHE INSTNl.A1ICN
loIE1HQO UWlED AND SI1.1l.1. RESlII.T 1M 0UIV3l.E COHCRE'll: FOR ~STAN<% TO
LOCAl. ANTIClPATED ACCRESSI~ AC1ICNS 1HE OURAlllUTY REQUlRDIOIlS (:I AQ
31' CliAPn:R 4 SHALl. et: SATI3'1ED BASED ON 11*: CONOt1lCNS EXPECTED "T tHE
511& AS A IIINMJII, ALl. CX>>ICAE'll: SHALl. llE\aOP " IIlNlhM.1 CQlPAESSl\IE
SlRENG1H (:I F'c - 3000 P,5.L "T 21 DAYS lESTJoICl UPUSS NOTED OtHER\lISE ON
ORAWANGS.
4. ~~M~ ~~~CAC: :t}-THItl~l,r ~~~~JJ~ ~TASLE
El[nIlEEH RElNFORClNG.
S. Al.L RElNfORClNG STEa SI1.1l.1. et: 0Ef0Rl0lED AND CXlNFQlIj TO "THE REQlIIflOIDITS
(:I A$T\I-A-el' ~ eo. AND llE OETALED IN A<X:a'lOANCE ...tH AQ-311
UNlESS OTHER'lISf: HOlW.
a. WEl.DCNG IS P~IITED OM RElNFORClHQ S1Ul. AHO EUlIEDWEK~
1. '/ltlDED lIIRE FAlIRlC FOR CONCRElE SHALl. CONFQlIj TO A$T\I-"-1e5.
a. IIllflol'Jll CONCRE1t C(M;R FOR RElNfOACOlDlT SHALl. Ilt: 3 INQO UtUS$
OlIlER...SE NOTED.
t. COHCRE1E ~ F1lOIol TOP (:I FOUI!OA lION TO ENDS " IOTlCAI. AEiNFoAC:OIOIT
ltI.Il.I. .NOT EJ<<;U:Q 3 INOiE$ NOR BE ~ 1HA/iI 2 tlCHES.
10. ~ SP.o.a:R$ SI1All. BE "TTIlOlED 1N1tRlIlT1EN1\.Y TO REH'alCDlDI~ TO
1N9JRC 'S' 1Itt1llUll' 00'.tIf FOR .\LL RElMFoAC:OIOIT,
11. GE:NERAI. CONlRAClaI SH.t<.L O€a< ...tH AACHlECT'JMI. IlUII..lltIQ AHO
El.EC;~ DAA~~ fOR 0PQj1N~ 9.EE'oQ. ~ K~ ANO 01HEl!
110IS REUTED TO ~TE. WQRI( NlO ltI.Il.I. i,$SWE FUll. RESPONSIilIUTY FOR
THE PRa'ER l()(;A lION IlEf'ORE f'V,ONG CCNCR[]E.
12. All. ~lE SI1.1l.1. BE ~llAATEO.
13. ~~~STEa~~~CP,,~~cJ.~ SK.Il.I.
NOTIfY NlCHIlECT~ 4S IfOURS ElEFOM: PlAONG ~
14. O()IllUCTOR 5KAU. 9JlMT RElMFORClHQ $TEfL SQ'. ORAlIIH<iS FOR N'PfIOVAL
BY NlCHI'ltCT/'ENQNEER.. 1liE. SI1<J' lllIA'/II'lGS 5KAU. BE SUlllITiED III '!liE C-FORl/
(:I l'iI'O (2) EUJElM: PRIN~
IS. ~ SI1All. BE SAIolPlE TESTED ANO TESTS SUfIIl!TTED '" A<:cOADANCl!: "TH
~~. ANO C-Jt. THREE ClUNOERS SHALl. et: TNIEK FOR EAQi DAr;;;OOHCRElr(.
1 ,. READY lIIX O()ICRETE. SH.Il.I. BE IN ACOOACAN<% ...lli !.$1ll-<:- g";
11. ~8Nl~"~~~~ PRO'YIDE TWO (2) ,....,'-a" za.TAl.
111. tHE BOTTQl (:I' THE FOOl'IOA lION IIA Y et: PlACED ACAJNST UNOiST\JRBEDr: ~
o<<:AVATED IlAltRlICI, EXCEPT tHAT O()ITAlNlNO 0llCANICS, IlAY Ilt: PlACED
S1RUC1\IRAL BACKfU TO BE COllI' ACTED IN , INQi lilAXIIoIUW LA '!Dl$ TO i (:I .....
lil.'J(!lIJIj DRY DENSITY AT CPTIIiIUW IIOISTUIl! CONTENT IN AC<XlRDANCE II "~
ASlliI Deil. D.CAVA.TED. IIA. ~ CONT~ING. ~A/lJC$ lIUST BE'iiP OED 1II"lH
OIGII'fEERED SOl. TO BE USED AS STR\ICT\IVL B~ lilA ltRl~ , J
1.. CONSTllIIC11<lH PRO..ECT lilAMOER SK.Il.I. BE NOTIFlED HO ~ liiOl.d ' ~
4S HOURS 1M /'DVANCE (:I O()ICRElE POURS !.NO SHE1.n:R Pl.ACOoIEK'l /.. ~
20. SI11I1 iII'f'll<lPRlATaY TO IN~RE AN E'oOl AND EQUAllY lOADED ' ~ -
21. ANQ..[$ FOR ANQiOAINQ f'flO'r1OED uPOM REOJESl. \()- ~O<
~
\--V,J ~
~
SHELTER DIMENSION TABLE
SHE:L TER SIZE MODEL '11" 'O,D.' 'I,D.' 'V
I'fJIoIBER HEIGTH BASE BASE BASE
X?N1220~/NR 124,50 14Q.63 136,11 243,2~
12' )( 20" X?N12209/lfR 129. 73 14Q.63 136Jl 243.2~
X?N122O<J/2FR 129. 75 14Q.63 136.11 243,25
XPN12209/2fRlUNI 129.75 140.63 136Jl 243,25
lCPNI0209/NR 124,50 122,63 118,11 243.2:5
10" )( 20' lCPNI020~/IfR 129.73 122,63 118,11 243,2:5
lCPNI0209/2FR 129.73 122,63 118,11 2432:5
XPNI0209/2fRlUNI 129.73 122.63 118,11 243.25
1M
PRECISION QUINCY CORP.
162:5 IJ. LAKE SHORE DR" IJOODSTOCK, IL 60098
PHONE' 61:5 338-2675, fAX' 615 338-2960
E UPDATED 'WIND SPEED FROM 110 MPH
D UPDATED
C UPDATED DIMENSIONS
B UPDATED
REV, DESCRIPTION
ACAD #,XPN60000E!PLOT SCALE' 1=96 REQ,BY'
JPH OS/24/04 CUSTOMER! S TAN D A R D
:~ ~~~~;~~ ASSEMBLY' X P S E R IE S
JPH 03/27/03 TlTLEI LIFTING 8c FOUNDA TION RECOMMENDA TIONS
REQ,BY, BY CHK BY I'ifV BY DATE BY' ISCALE' TDRDER "1DIJG '1
BY, !APPV BY' I DATE' 01117/03 JPH I 1/8#=1' I SrD I XP-N-60-00-0
~~-
.ttLOO"
V
ICHK
t
-
'- I-II(AM
- "'- UPCRT
IY D~RS
o
8, BEAM
FOl)NDATION DE.SIGN DATA,
l'DDEl 0CAlI LOAD ~UYJo~ SICl~1.!lAII TOTIIl.
tOlBl:R caJIlDING \I[I(iffi <EQUIP, \I[I(iffi eo PST LIS.
iIII l ~
IfR S. ".:lOO LIS, 18.<\00 LBS. ",4,"
~~ :~ "- i~';
==~ :'~oo"- ~3,300 LBS. 16,OOG Ln. ~
Xl'NI0209/2F1VlM 1,600 "- 1''ji0
ANCHORING DESIGN DATA,
pw(. \J'UFT PEIl SIDE COf'TT 1IUIlDING. 130 _ "'IND> . 9.eoo liS.
pw(. IOlIZOHT Ill. DRAG FORCE (CHPTT BUlUJING, 130 HPH \/IND.l . U,ZQO
LBS.
MIClIm/i TKIS DAA\fIHG SHll\IS SUPPlJlT FOIl:
fWl;-1.!lAII (81.6:10 LIS).
-Sf AHDARII seD.. CAPIICITT CONSIDEREJ)
.ZQOO PST - VERTICAL BtAAING CAPACITy,
.~ I'7I1T (7 DEPTli. pw(. 1000 PSf' IEl ALLlNAlllE fOllZOHT Ill.
PRESSURE, (NOT FRlCTItM.
I<<lTtJ
L nus llAA'o'!Nlj IS l<<JT INTEKOCD TO lIE A FlI\J'lDATIOM IUlGNJ IT IS
SUIII4ITTtD [J(. Y AS A REFERENCE F~ HlNlMlIl SlJPPlJlT REQUlRED ANlI
ANCHIlUHG.
i!. TIC OC$lGH (:I FO.MlATJ~ SHALl. lIE POlFllRMED BY A LIa:NStD
tNGIIElJl CR I'ol101ITtCT,
3. ~ SITE C(J'lDITI[J>I$ ...Ill. fROM THE AllllVE.
THE 0lGINEIJl PCRF[JlH!Nlj ftUfllATIllN OCSIGN HUST REEVAlUATE
FCLtlllA TJ[J>I ACClJlIJIIG.. y,
4. $PECInC nJUNllA TJlI'l OCSIGH $l-OJl1l CllNSIOCR $PECInO SOD..
C(J'l])ITIOMS, fREEZING DEPTH. EFFECTIVE [QUIPI4ENT \lEIGHT, SICl'o',
"'lNlI, ETC.
SHEET
20f'2
~
KCI TECHNOLOGIES, INC,
10150 HIGHLAND MAAOR DRIVE
SUITE 120
TAMPA, FLORIDA 33610
CIVIL ENGiNEER:
DARRYL J. KROEZE, PE
FL LICENSE NO. 53092
ELECTRICAL ENGINEER:
LUIS C;, VARGAS JR
FL. LICENSE NO, 52139
SURVEYOR
KCI TECHNOLOGIES, INC
10150 HIGHLAND MAAOR DRIVE
SUITE 120
TAMPA, FLORIDA 33610
GREGORY K, MCKNIGHT, PSM
FL LICENSE NO. 6057
PROJECT TEAM
KCI PROJECT MANAGER;
M 8URNS 813-7470-2300
SITE ACQUISITION CONSULT AJ'.4T;
80B KILLIAN 813-267'1059
KCI CONSTRUCTION MANAGER:
HANK HAYNES: 813-205'4269
NEXTEL RF ENGINEER:
DANG LE 954-658-3564
KCI JOB 1* I0054100AB
CONSULTANT TEAM
NEXTEL SITE NAME
BIRD LAKE
NEXTEL SITE NUMBER
FL-3412-8
T'MOBIlE SITE NAME
PASCO COUNTY
NEXTEL SITE NUMBER
A2G082
SITE ADDRESS
6217 8TH STREET
ZEPHYRHILL S, FLORIDA 33540
(PASCO COUNTY)
TOWER OWNER
T-MOBILE USA,INC
3111 W, DR MARTIN L. KING JR., BLVD" 11400
TAMPA, FLORIDA 33607
CONTACT; BOB KILLIAN
PHONE: (813) 267-1059
.APPlICAN T :
1IIXiS. -=
---
~
,DA COMPLIANCE :
r ,<(;LITY IS <.tIoL'I<'ED ~ NOT FOR """"" H.'/lIT AT"""
i>ROJECT SUMMARY
SITE NAME:
BIRD LAKE
6217 8TH STREET
ZEPHYRHILLS, FLORIDA 33540
(PASCO COUNTY)
CO-LOCATE COMMUNICATIONS FACILITY ON
EXISTING 190' SELF SUPPORTED TOWER
DIRECTIONS TO SITE:
FL-3412-B
BUILDING SHALL COMPLY W
ALL APPLICABLE BUILDING ITH
ELECTRICAL, PLUMBING ANn
MECHANICAL CODES,
t<E VIEW 0 '. i /.." I ,
CITy OF z~~7i~-~
BUILDING OFFl~Atun-:-.[, t /)
-~LJt'-O'~
1-75 TO SR 54 (EXIT 279) HEAD EAST iNTO ZEPHYRHILLS GO
PAST SR 301 TO 8TH STREET AJ'.4D TURN LEFT GO TO DEAD END
AND TOWER IS ON YOUR LEFT.
LANDLORD DATE N&rAl---~. .
EASY 5-
~
s' f t-'
NEXTEL DATE ~ ~ i
~ .-'-
. I ~
,
..~.;
J
'" il
'I. ~
.. ~
~
".,'1<
SHT.
No,
THE FOLLOWING PARTIES HEREBY APPROVE
AND ACCEPT THESE DOCUMENTS AND
AUTHORIZE THE CONTRACTOR TO PROCEED
WITH THE CONSTRUCTION DESCRIBED HEREIN.
ALL CONSTRUCTION DOCUMENTS ARE Su8JECT
TO REVIEW 8Y THE LOCAl BUILDING
DEPAATMENT AND ANY CHANCES OR
MODIFICATIONS THEY MAY IMPOSE,
DESCRIPTION
T-'
C-l
C-2
C-3
N-'
E-'
E-2
E-3
E-4
TITLE SHEET
SITE PLAN
COMPOUND DETAIL
DET AILS
GENERAL CONSTRUCTION NOTES
ELECTRICN.. SPECIFICATIONS
POwER AND TELCO PLAN
GROUNDING PL AN
ELECTRICN.. DETAILS
SHEET INDEX
APi>ROVALS
VICINllY MAP
g a
'COT TON\lVOOO
oo.xwooo
NEXTEL CORPORA.TION
4710 EISENHOWER BLm,
BLDG, 1)...1
TAMPA, FWRlDA 33634
(813) 806-4000
BIRD LAKE
SITE No, Ff.r.3412-B
I DATE:DECEMBER 13.2005
REVISIONS
NO. DATE
ISSUED FOR CONSTRUCTION
2
3
4
5
6
= (-'KCI
A =.: TECHNOLOGIES
FLORIDA UCE.VSE NO.; EBOOO4898
KCI TECHNOLOGIES, INC,
10150 HIGHlAND MANOR DRIVE
SUITE 120
TAMPA. FLORIDA 33610
(813) 740-2300
DARRYL J. KROEZE, P.E UCENSE ,~.O. 53092
THIS DRAWING is COPYRIGHTED AND IS THE
PROPERTY Of NEXTEL SOUTH CORPORAT~t
IT IS PRODUCED SOlELY fOR USE BY
NEXTEL AND ITS AffiLIATES REPROOUCTlOI
OR USE or THIS DRAWING AND/OR THE IN!
ATiON CONT NNED IN IT is FORBiDDEN WITH
THE WRITTEN PERMISSiON or N[XT[L
SOU T H CORPORATiON.
I SITE NAME :
BIRD LAKE
I SITE NUMBER ;
FL-3412-B
I SiTE ADDRESS '
38122 HENRY DRIVE
ZEPHYRHILLS, FLORIDA 33540
(PASCO (.(JUNlYl
TiTlE 51i
[ff!t-E T !MI8ER :.
T-~
I Kel JOB It ,
POINT OF
PROJECT AREA
PROPOSED NEXTEL
lEASE AREA
UTILITY EASEMENT
NORTHWEST CORNER OF
THE SOUTH 1/2 OF THE:
SDUTHWES T 1/4 OF
SECT ION 2. TOWNSH IP
26 SOUTH. RANCE 21 EAS T
~~\DH
OH__OH \
\
1
\- - --.
(--------------8______________________________
\ - ~\ HENRV DRIVE
DIRT ROAD
--- --I
~ 5 ~ - - - - - - - - - - - - - ;;; O~I ~;- - - -
'GG,94' ,.1
199,87' I C I
SECTION
2, TOWNSHIP 26 SOUTH, RANGE 21 EAST,
PASCO COUNlY, FLORIDA.
iJH
OH
DH
OH
OH
O.
O.
IWI
ID
&B
IWI
---------,
\
/
----
(
\
- - - - - ~.
6' CHAIN
LI N~ FENCE:
POINT OF
~~
PROJEC T AREA
FOUND CONCRETE
MONUMENT 4 ",,4 "WI
NAIL/DISC PlS 627
FENCE TIE
1,0' S
0,6' E:
TIE
POINT OF
6,0'-
12" ICE
BR IDCE
NCFS
FENCE TIE
9.5' N
\. 0' W
6' CHAIN
liNK FENCE
\1~!~';~:1~::''l'oj
CONC
EOU I P
FUEL TANK PAD
ON CONC
POINT OF
TERMINUS
15 NON-EXCLUSIVE
UTILITY EASEMENT
PROPOSED 20' dO'
NEn(l LEAS( AREA
180,. '
F I RJ,C 1/2
PSM 45 n
FENCE TIE
0,0' S
0,8' E:
o~~
0",,,,
0........
0..
N, ,
];"...
....""
<J:' .
00'"
z;';-
00
00
zz
INTERIOR IMPROVEMENTS, IF ANY. OTHER THAN
SHOWN HEREON, WERE NOT lOCATED AS PART
OF TH I S SURVEY
15 NON-EXCLUS 1 VE
uT I L I TV EASE~ENT
;.,.,
.;
FOUND CONC
MDNUMEN T
4 "'x.4" W/
NAIL/DISC
PLS 827
FENCE TIE
0,3' N
0," E
SS8'50'15"W
SS9"7'0,"W
S69'36' 15"W
200,00'10)
199,90' 1.1
199,94' I F 1
6' CHAIN
LINK FENCE
SITE PLAN
SCAlE; AS NOTED
N
LEGEND:
~ = W'HE.R VAL vE
(P) = PlAT DATA
ICl = CAlCULATED DATA
IFl = FIElD DATA
ID) = DtED DATA.
~P~E = ~37fm~/SHEL TER
ELEV, "ELEVATION
F D, 0, 1. = b~O~H~s~~~m~~T
Fl = FlORIDA
G~S = ~WW I \,~S!T ION iN(;
ID = IDENTIFICATION
I Nt. = I NCORPORA TED
MES - "ITERED END SECTI ON
NAD" NORTH AMtRICAN
DATUM
~D ~~~~~7F I CAT I ON
r M FIBER OPTICS MARKER
IRAN, TRANSFORMER
-0fI- OVERHEAD LINE
-0- FIRE HYDRANT
L' = IRRIGATION CONTROL IWI - lATER Mt'ER
CASS = ~~~n.l:np I CAll Q = OAX TREE
",vOS8 = NORTH AMERICAN ~ = ElECTRIC METER
NC~S = NOE@6A~t~ ~~8~~ ,gas m ,. TELEPHON( PEDESTAL
OR SET ~ = GROUND RING
N8H : ~~~~~AD IIRES E- = GuY WIRE
PKOY = PARXUY L:~"'= GATE
18~ : Ira:; 8~ ~t~E W,O," mE GUIDE
TYP = TYPICAL ,;,;. = SATEll!TE DISH
REF, ~:~ : ~~~~~E~~~NP~~~T 8 = PROPANE TANK
F I P = FOUND I RON PIPE '00 = U TILl TY POl E
ri~ = FOUND CONCREiE IAONUt.IENT-.x--X- = CI-1AJNL INK FENCE
F IR~ :: FOYN9 6RON RO~ t ~AP ,7'1---+-' 1000 FENCE
SIR - C~ #f>~O~ ROD A 5/8 . = liGHT POLE
FPn&Q - FOUND PARKER.-(AlON A. 6(~CHMARl
NAIL AND DISK t CENTERLINE
SPIXW " SET PARHR-KALON & AND
NAIL AND DISK W/ WITH
"~ . r'aN~w BUSINESS E8UIP EOUIPMENT
THE :: T~lE~HONE A~t :/W 8),t.lo.l~\S~~~S
- It SEE N~'T~ 16
~. "ElEC TR I C RACXIH BRAUET
C><
iJH
FENCE TIE
0,5' S
SC~?
.c
;;o~
...C:~
~~;
o
o
NtWtW
];0 '"
....00
60-""
,",ON
00
00
'"''"'
& f CHAo j N
LINK FENCE
FOuND CDNC
MONUMENT
4 "x4"
I NO 10)
FENCE TIE
O,~' N
0," W
c:t<
OI-l-~
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LiNE
LI NE
LINE
LI NE
liNE
LINE
LI NE
LINE
LINE
LINE TABLE
BEARING DISTANCE
, N88'SO"S"E 667.52' DI
2 SOO'OO'OO"E 25,00' 01
3 SOO'DO'OO"E 108,06' DI
4 N89'4D'52"E 0,80' 0)
5 NOO""34"W 30,00' DJ
6 N89'48'26"E 20,00' 01
1 SOO'II'34"E 30,00' 01
8 S89'48'26"W 20,00' 01
9 N89'18'10"E 96,20' DI
10 SOl'44'49"W BO.IO' 01
" S53'43'42"W 21.60' 01
12 N88'15'I1"W 76,30' 0)
13 NOO'OO'OO"W 69,30' DI
14 SOO'OO'OO"E 130,98' DI
15 N90'OO'OO"E 17,09' 01
16 N39'58'06"E 52,35' OJ
NOTE: Ll = LINE 1
40 0
~... .
~o
40
80
~
FOR 24"..}6" ORAwr;c,
GR.4P'i1C SOU, 't<CH ' 20 fEt T
fOR "".11" ORAWINC'
OR_I<: S<:Al.E I , r;CH ' 40 fEET
N
'-':"'~:':'''-
w
"
..'t_~' .
~" .... ~...... -;:",..
"...F'.......
E
PROJE.CT LOC...T [eN
(J ACI( SON COUNT'!'.
FLOA IDA.)
\ .
VICINITY MAP LOCATOR MAP
DE~CRIPTION:PARENT TRACrIA~Op~~'}IEDED BY ClIENTI: NOT TO SCN.E
COM'l"NCING AT THE NORTHWEST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2,
TOWNS~IP 26 SOUTH. RANGE 21 FEAST. IN PASCO COUNTY. FlORIDA. RUN NORT~ SS'50'15" EAST, A
DISTANCE OF 661.52 FEET ALONG THE NORTH LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF
SECTION 2. THENCE SOUTH 25,00 rEET FOR A POINT OF BEGINNING' SAID POINT LYING ON THE
SOUTH RIGHT-OF-WAY LINE OF HENRY DRIVEl THENCE RUN NORTH 88'50'15" EAST. A DISTANCE OF
200,00 FEET ALONG THE SOUTH RIGHT-OF-WAY LINE OF HENRY DRIVEl THENCE SOUTH 200,00 FEET.
THENCE SOUTH 88'50'15" WEST. A DISTANCE OF 200,00 FEETI THENCE NORTH 200,00 FEET TO THE
POINT OF BEGINNING, BEING A PORTION OF TYSON SuBOIVISION, AS RECORDED IN PLAT BOOK 4,
PAGE 109. PASCO COUNTY RE:CORDS,
DESCRIPTION:PROJECT AREA IAS PROVIDED BY ClIENTI:
A PARCEL OF lAND IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2. TCWNSHIP 26 SOUTH.
RANGE 21 EAST. PASCO. FLORIOA. ALSO BEING A PORTION OF TYSON SUBOIVISION. ACCORDING TO
THE MAP OR PUT AS RECORDED IN PLAT BOOK 4. PAGE 109. OF THE PU8l1C RECORDS OF PASCO
COUNTY. FLORIDA! SAID PARCEL OF LAND BEING ~ORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POINT OF RHERENCE. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTH \/2 OF THE
SOUTHWEST 1/4 OF SECTION 2. TGWNSHIP 26 SOUTH. RANCE 21 EAST. PASCO COUNTY FLORIDAI
THENCE NORTH 86',0'15" EAST. ALONG THE NORTH LINE DF SAID SOUTH \/2 OF THE SOUTHWEST
1/4 OF SAID SECTION 2, A DISTANCE OF 661.52 rEET. THENCE SOUTH 00'00'00' EAST, A
DISTANCE OF 25,00 FEET TO A POiNT WHICH LIES ALONG THE SOUTH RIGHT OF WAY OF HENRY
DRIVE. SAID POINT BEING A POINT OF BEOINNI~GI THENCE NORTH 69'16' 10" EAST. ALONG SAID
~6~n ?~EWT~~~~E ~oB}~T~~~~39~2~6;..~~T~Ep6Imm ~~U~Un1~WT~~lE ~D2}~TANCE OF
66'15'11" WEST. A DISTANCE OF 76,30 FEET. THENCE NORTH 00'00'00" WEST, A DISTANCE OF
89,3.2. FEET TO THE POINT OF BEGINNING,
DE:sCRIPTlON:PRDPOSED NEXTEL LEASE AREA IAS REQUESTED BY CLIENTI:
A PARCEL OF LAND LYING WITHIN SECTION 2, TOWNSHIP 26 SOUTH. RANGE 21 EAST. PASCO COLJNTY
FLORIDA, SAID PARCEL BEING ~ORE PARTICULARlY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTH \/2 OF THE SOUTHWEST 1/4 OF SECTION 2,
TOWNSHIP 26 SOUTH, RANGE 21 EAST. IN PASCO COUNTY. FlORIDA. THENCE RUN NORTH 68'50'15"
EAST. ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, A
DISTANCE OF 661.52 FEET. THENCE RUN SOUTH 00'00'00' EAST. A DISTANCE OF 108,06 FEET:
THENCE NORT~ 89'40'52" EAST, A DISTANCE OF 3, IT FEET TO THE POINT OF BEGINNING,
THENCE NORTH 00'1"3A" WEST. A DISTANCE OF 30,00 FEET' THENCE NORTH 89'48'26"E. A
DISTANCE OF 20,00 FEET. THENCE SOUTH 00"1 '34" EAST, A DISTANCE OF 30,00 FEETI THENCE
SOUTH 69'46'26" WEST, A DISTANCE OF 20,00 FEET TO THE POINT OF BEGINNING,
SAID PROPOSED NEXTEL LEASE AREA CONTAINING 600 SQUARE FEET MORE OR LESS,
OESCRIPTION:EXISTING UTIliTY EASEMENT !AS PROVIDED BY CLIENTI:
A STRIP OF lAND LYING WITHIN SECTION 2, TOWNSHIP 26 SOUTH. RANGE 21 EAST. PASCO COUNTY.
FlORIDA, THE SIDELINES OF SAID EASEMENT LYING 1.50 FEET ON BOTH SIDES OF THE FOLLOWING
DESCRIBED CENTERLINE:
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST \/4 OF SECTION 2.
TOWNSHIP 26 SOUTH. RANGE 21 EAST, IN PASCO COUNTY, flORIDA, THENCE RUN NORTH 88'50'15"
EAST. ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2. A
DISTANCE OF &61.52 FEET. THENCE RUN SOUTH 00'00'00" EAST. A DISTANCE OF 25,00 FEET WHICH
LIES ALONG THE SOUTH RIGHT-OF-wAY LINE OF HENRY DRIVEl THENCE CONTINUE SOUTH 00'00'00"
EAST. A DISTANCE OF 130,98 FEET. THENCE RUN NORTH 90'00'00" EAST, A DISTANCE Of IT,D9
FEET TO A POINT Of' BEGINNINGI THENCE RUN NORTH 39'58'06" EAST. A DISTANCE OF 52,~5 rEET
TO A POINT OF TERMINATION, SAID UTILITY EASEMENT CONTAINS 785 SOUARE FEET. MORE OR lESS.
FLOOD NOTE:
THE PROPOSI:D NEXTEl LEASE AREA APPEARS TO FALL Wi TH IN ZONE X AS SCALED FROM FLOOD
INSURANCE RATE MAP, CDMMU~ITY. '20235 PANEL NUIABER 0005 C. EFFECTIVE DATE 12/1111991.
SITE DATA:
11. ZONING' R. 4 (RESIDENTIAlI
JURISDICTION' CITY Of ZEPHYRHUS
BUIlOINO DEPT.' C,TY OF ZEPH~RHILlS BUILDINC O(PARTMENT
5335 6TH STRH T
ZEPHYRHIlLS, FL 33542-43\2
PARCEl NUM8ER 02'2S-21-0080-00A00.0070
lEASE PARCEL AREA' 600.00 ,I (!)
OWNER' CITY OF 2EPHYRHlllS
5335 8TH STREET
Z(PHYRHILLS, FL 33542.4312
PARENT TRACT AREA' J99619 ,112,19 ACRESI
PROPOSED IMPERVIOUS AREA' 2300 ,I
2). VEHICUlAR USE APf>ROXiMATE ONE TO THREE SITE VISITS PER MONTH
31. WATER AND SEWER' COMMUNICAmN FACiliTY SHALL NOT BE SERViCED BY
WATER OR SEWER
41, USE' UNMA.""'e:o TElECOMMVNICATlONS RELAY EQUIPMENT
51 STORM WATER MANAGEMENT' SITE SHAlL COMPLY WITH AlL STATE AND
COUNT~ STORY WATER REGUlATIONS
5), INFORMATION OBTAlNEO FOR THE PARENT TRACT, EASEMENTS, ETC. IS BAS(O
ON A SURVEY PERFORMED BY KCl TECHNOLOGIES, INC ON OCTOBER 28,2005
7.1 SETBACKS IPROPERTY liNE TO FOUNDATION)
PROPOSED SI:TBACK ISHElTERl
NORTH
SOUTH
EAST
WEST
61,6' +
118,3'-+
lBO.'4'-!
8.0' !
EXISTING TOWER DATA (PER FAA IA CERTIFICATlONI
LATITUDE: 26'1.'52,75" I! 15' lINAD 631
LONGITUDE: 082'11'09,49" I! 15') I"AD 631
AVERAGE GROUND nEVATiON AT 8ASE OF TOWER
HEIGHT OF TOWER IABOVE GROUND)
HIGHEST APPURTENANCE IABOVE GROUND 1
91.0' I! J' )
192' (+ 1')
200' I ~ I' J
BIRD LAKE
SITE No, FL-3412-B
I DATE:DECEMBER 1.3,2005
REVISIONS
NO,
,
DATE
ISSUED FOR CONSTRUCTION
2
:I
4
5
6
..
..
...
...
..
-~
KC]
I SHE NAME
BIRD LAKE
I SI TE NUMBER
FL-3412-B
I SiTE ADDRESS
38122 HENRY DRIVE
ZEPHYRHlllS, FLORIDA 335,
(PASCO COUNTY)
I KCI JOB .
[SHfE T TITLE .
sne PLA
LSHEF: T N'JMBER ' _.
C-1
~_ -=~__ ---1 \ ~" ""~ ------
20 0 '9 20 40
DIRT DRIVE ~ I -' , ~ IiIIff
FOR 24".~" ORAWIN(;S ...=-
GRN'I'IC stX.E I INCH' 10 Fn T
I T FOR If', I]" DRAW~S ---
. GRAPH<: stX.E' I HCH ' 20 FEET ~
\ r---~ """ 11,JI
ACCESS DRIVE SEXTEL CORPORATION
Ii / ~____EXISTINC 16' 4710 EISENHOV.'ER BLVD
ACCESS GATE ",0- BLDG. D-l
~ i 91 " TAMPA, FLORIDA 33634
~, tt l'.''J (813) 806-4000
I'." "il
EXIST,NG GRAVEl_
THROUGHOUT
COMPCUND is ;I;' .."
I XI'. , ''''''~ "'" BIRD LAKE
xo::ISTING TREES -<::"" x 11.100 SITE No, FL-3412-B
TO REMAlN
TO R(MAiN IJ oJ! E X IS TlNG SPRIN T W1 ".If n r
I \ EQUiPMENT PAD WI -~ FXISTINC T-~0811 E ANTENNAS TI TONFR 0
EX'STING TElCO BOX ~ CABINETS ElEV. 190' AGl U tx u 190' AGL
(TElCO SOURCE 1 n.'oO USA
~ !11" I DATEiDECEMBER 13, 2005
\ 121'1 J~ X'" " [X I REVISIONS
EXISTING POWER \ 1..1Q ~ EXISTING BEll SOUTH ANTEN'IAS U- ~ ~l I NO. DATE
POLES 'i ','il' ELEV, 175' AGl U/"""-tu 1 ISSUED FOR CONSTRUCTIC
Oyp, OF 21 "11
I 92,''0 \2," X 2
Ii '-',I, u[X ~
XU,iJ 1:Z.I~ X II.S' '/ . / '/ / .r C INCUl AR
x "~ )( I",T V EOUIPMENT -~ EXISTING VERIZON ANTENNAS 3
15' r~~
/ SHEl TER ElEV 160' AGl
EXISTING T-MOBIlE1 ~ / 4
EQUIPMENT P.4D WI X
EXISTING OVERHEAD" CABINE TS
UTILITY liNES 20.01i \ IXl 5
I'." , / / . // '-'.)2 Ll
. 0' l 'i \x .'" .,..1 to.). 10.') -~ EXISTING SPRINT ANTENNAS 6
'I' 120' \ x ELEV 150' ACl
x t. " 11.11 X' X")I Il.lt s>
.. .. KC
FUTURE GENERATOR" -------- ~ X".l' tll.441 90.1<
ON 6'XI2' CONe PAD i )(J'.2' I'XX, A
~..'11" 1'.''0 '1,1' '311..1' n r i"--- ~ ...
t'.'. 1',(15 "'.'. t1,3O XtQ.'l 0-
IU I 'i 9',1' I',' )(tIll.t ~SE~ NWfl ANT~NNAS ...
, X 11 :)4X II ~ A
x,., "\ ... INA E INS ,..,LAT N WITH - TECHNOLOGI
~ EXISTING U ll"-- N(XTEl CONSTRVCTI()N MANAGER
~ xt<).'lCI ",U ~ ELEVATiON. 130'
PROPOSED NEXTEl- ~ 1\ to". x ll,)J WAVEGUIDE k: FLORIDA UCESSE .va.: EBOOO48:
0 11.5' X 20.0- t' " BRIDGE (TYP.) k KCI TECHNOLOGIES, INC,
~~~~~,~~U~ll TEF 1.1,,1 x
g ~ :J t'.l<l < 10150 HIGHLAND MANOR DRI
0 O<l' SERES) \ t"l' " k SUITE 120
0 2 t., . l~ X '11.)' <
N 'i 11.1 IS TING 190' k TAMPA, FLORIDA 33610
, I'~n " ,~, ~." X tQ.H
PROPOSED 20'XJQ'- , ,. '. S IF SUPPORT k (813) 740-2300
NEXTEl lEASE AREA , ~ I'.>> 1 WER
80' , PROPOSED II.1t k. DARRYL J. KROEZE, PE. UCENSE .va.,
.~ W AVE O\JlO€ . [XIS TiNG k::
5 8RJOC€ T-MOBILE 1"'1)( ~,lt k THIS DRAWING is COPYRIGHTED I#l)
" EQUIPMENT PAD "X" OPERATION FREQUENCIES
WI CABINE T < PROPERTY OF NEXTEL SOOTH CORl
",IJ ~~'H 11.2'> K IT is PROOvCED SOUL Y FOR USE
0 XI..'t x~.,,,xo., k N[XTEL !#:) ITS NH.lATES, REPRC
'" \ x x k OR uS[ OF THIS DRAWING I#l)/CR
'<,'I 'IC~' TXi RXi
'1'10 851-8Q~ Mt1Z 806-824 MHZ k ATlON CONT AN: 0 IN IT IS FORBIOOI
EXISTINC J 5 ~ .. 935-940 MHZ 896- 90\ MHZ k THE WRITTEN PERMISSION OF NEXT!
1990-1995 MHZ 19'0-1915 MHZ < SOOTH CORPORATION
EXIS TlNG BELL SOUTH Kc
EXIS TINC VERIZON UTILITY POLE K_
CHAjN ll~K FENCE METER ON EXiSTINO TMOBllE S I SiT E NAME
1 UTILITY POlE METER AND DISCONNECT ON <::
UTiliTY POLE
< "'------ EXISTING 190' SElF
T ~ SVPPORTED TOWER
NOTE <> BIRD LAKE
CONTRACTOR TO M"'NT A<N
COMPOUND DETAIL ~ 8'-0" WAVEGUIDE CLEARANCE ~>
SCAlE. AS NOTEO N FROM GR.4DE TO BOTTOM or
COAXiAl CAl3US <> I SITE
NUMBER :
./ ,/ <"5
ANTENNA AND COAX CABLE SCHEDULE < FL-3412-B
AWENNA SECTOR ANTENNA AZIWTH ANTENNA CABLE COAXIN. CABLE MINfMt.!M OOWNTIl T <<:
MARK HE IGH T lENC TH BENDING RAO MECH. ElEC
'-I , RV65-12-000Bl 30' '30' 190' ~" 5~0~i'7SfO~E 20" 2' 0' </
I SHE ADORE S5 :
0-2 , RV55-12-000Bl 30' 130' 190' ~' 5~0':l?:l 20" 2' 0' K<
~' 5~0~i'lfo:e:E PROPOSED ORIP lOOP
0-3 1 RV65- '2-000Bl 30' '30' 190' 20" 2' 0' 124"IANJ ~> 38122 HENRY DRIVE
.4 , ----- 30' lJO' 190' t~'~~' ?a07M3M~~OPE 20" 2' 0' PROPOSED NEX1EL WAVECUlOE: ZEPHYRHlllS, FLORIDA 32
8RIOCE (PASCO COUrHYj
8,1 2 RV55 -12 -OOOBl 150' lJO' 190' ~" 5~0':lf~E 20" 2' 0'
PROPOSED NO TEL E O\iIPMI[N T k> - EXISTING 5' CH"'N LINK FENCE
~2 2 150' 'JO' 190' ~" 5~0~i'l3C~E 20" 2' 0' SHEl TER !j:nTTITLE
RV55 -12 -OODBl
~I~ -
~3 2 RV65-12-0008l 150' \30' 190' ~'5~0~8Ml?~,'~E 20" 2' 0'
2 ISO' 130' 190' 12"~" COMMSCOPE 20" 2' 0' COMPOUND 0 AI
8-4 ----- CR 50 1873 PE & TOWER ~LE ATIO
r-( 3 RV55- 12-000Bl 270' lJO' 190' h~" 5%O~i'l3C o:rE 20" 2' 0'
rsHEE~~...:..__ ---
r-2 3 RV55-12-00DBl 270' \30' 190' ~~" 5~O':lf~E 20" 2' 0' -
r-3 3 RV65 -12 -0008l 270. 130' 190' '~" COMMSCOPE 20" 2' 0' TOWER ELEVATION
C 50 1873 PE C-2
r-. 3 ----- 270' 'JO' 190' (2"~" COMMSCOPE 20" 2' 0' NOT TO SCN.E ~
CR 50 1873 PE
NOTE' ALL N[XTEl ANTEN~A AND COAX DATA BASED ON ASSUMED ANTENNA HEICH1, CONTRACTOR SHAll VERIFY PROPOSED ANTENNA I KCf Joe # f005~ 100AB
HEiGHT PRIOR TO INITIATiON Of CONSTRUCTiON ACTIVITIES, INClUDINC, BUT NOT llMITEO TO, ORDERING Of AN~ ANHNNNCOAX Il<)UNTlNG
HARDWARE CONTRACTOR TO VERIFY ALl RF DATA (10 INCLUDE HEIGHT, ANTENNA TYPE, NUMBER OF ANTENNAS, AZIMU1H AND DO....NTll Tl.
1<4' MAX, (TYP)1
III III
PROVIDE FREE
DRMINC GRANULAR
BACKFILl UNDER SLAB
III III
III
III
~
Ir---------------------------,
I I I
III I I I
II I 6,6-W'.4<WI.4 I
I I
I I I
I I I
I I 6" SLAB I
III I I BUlDINC 11'-6" X 20' I
I I I
I I I
I I I
III I I
I I
IL_________________________
PROPOSED NEXTEL ANTENNAS
I TYPICAl OF 9)
III
151
~
b
III
III
III
III
III
~',4' DOOR
STOOP
,.
20'-0"
EaUIPMENT SHELTER
FOUNDATION PLAN
NOT TO SCAlE
FOUNDATION NOns
t N.L STRUCTURN. ru AND SITE PREPARATKlN FOR THIS PROJECT ShAll
FOllOW THE G<:OTECHNICN. ENCINEER RECOMENDATKlNS, EXISTING SOIL
HAS A MAX MUM AllOW,ABLE BEARING PRESSURE Of 2.500 POUNDS PER
SQUARE FOOT AS PER GEOTECHI>ICN. EXptORATlON AND EVN.UAT!()N REPORT
CONCRETE SHAll BE .1000 PSI
3 R(BAR F~ . 50.000 PSI
4 N.l BACKFill SHAll BE THOROVCHLY COMPACTED TO A MINIMUM OF 90S
1l<)0lFlED PROCTOR DENSITY
ELEV A liON
NOT TO SCALE
NOTE' ANTENNA MOUNTS SHOWN FOR REFERENCE ONLY.
CONTRACTOR HAS THE OPTION TO PURCHASE AND
INSTN.L AJ; APPROVED EQUIVAlENT AJ;TENNA
Il<)UNTINC SYSTEM
PREFORMED EXPANSION
JOIN' "ATE RIAL
'*'I 0 12" EA. WAY
4" THICK SLAB 4',4'
AT DOOR lOCATION
(TOP Of SLAB ElEVATiON
. SHElTER FFEl
DOOR
SHEl TER nOOR
ChANNEl 24" 'N'DE
y," DIA U-BO\. T
II 41/,," LG CALV
y," DIA J-HOOK
K 5Yt'" LG CAL v
BUILD UP AREA UNDER
STOOP WITH GRAVEl
STOOP DETAIL
NOT TO SCN.E
~" x ~" x'I," NEOPRENE
RUBBER PAD, 160 DUROMETERl
LOCATE AT 4'-0" O.C SHllJ
WITH PlAST'C SeJM$ TO
A TT "'N UNlF ORM BE ARINC
~
6x6- W1..h. 'N1. 4
HOLD OOWNS , CONC, fflQhORS TO BE DESiGNED &
SUPPLlE D B~ MODULAR 8UIL DING
MANUfA.CTURERS (YIN.4 PER STRucn
WAVEGUIDE BRIDGE DETAIL
NOT TO SCN.E
NOTE
CONTRACTOR TO MA<NT "'N
8'-0" WAvEGuIDe: CLEARANCE
FROM GRADE TO BOTTOM Of
COAXJAl CABLES
#4 STiRRUPS 0 18"
FOUNDATION SECTION
NOT TO SCN.E
UNivERSAL PIPE MOUNT
PlROD PART * 800124
4W_ , 80" LONG
CAl V SCHED 40 PIPE
(TYPICN. 3 PLACES)
RED BlL.€ GREEN BROWN
,-SECT~ (0 0 (:) (0
REO BlL.€ GREEN BROWN
a-SECT~ (0 0) CD (0
RED BLUE GREEN BROWN
Y-SECTOR (0 0 (:) (0
o~ o~ g~1 CPS
0000
2" STD. PIPE ITYP)
T -FRAME MOUNT BY PIROO
BIRD LAKE
SITE No. FL-3412-B
2\\' _ , 84" lONG
ANTENNA MDUNTllvG PIPE
IPIROD PART .. 12.l2~81
112 TOTAL)
CABLE ENTRY PORT FROM
INSIDE THE SHELTER
NOT TO SCAlE
I DATE'OECEMBER 13.2005
REVISIONS
NO, D"TE
1 ISSUED F OR CONS T R\JC T10~
2
3
It ANTENNA ElEVATION.150'
NOTES'
1 CONTRACTOR SHAlL VERIFY EXISTINC FIELD CONOiTlONS
AJ;O DIMENSIONS WHICH AFFECT NE'/I WORK,
2 All NEW STEEL MEMBERS SHAlL BE CN.VANIIED UNLESS
OTHERWISE NOTED
3 ALl GROUNDINO SHALl BE IN ACCORDANCE WITH NEXTEL
CORPORATION SPECIFICATIONS
4 CONTRACTOR IS RESPONSI8lE FOR ANTENNA lOCATION
AT SPECIFIED AZIMUTHS
4
5
6
.
.
~
..
~
---
KC]
1_
~~
I SITE N.AME
Cl,...p EVERY .16"
BIRD LAKE
I 51 T E NUMBER
Fl-3412-B
SHF -SVPPQRTED TOwER
I SITE ADDRESS
38122 HENRY DRIVE
ZEPHYRHIllS, flORIO.<\ 33f
(PASCO COUNTY)
[~i:E T T1TLE_~_-
TYPICAL COAX RUN DETAIL
NOT TO SCN.E
KCI JOB #
GENERAL NOTES:
AlL R(FERENC~S TO OWNER hEREiN SHAlL BE CONSTRVED TO M~AN
NEXTEL SOUTH CORPORATION OR ITS DESiGNATED REPRESENTAT:VE.
AlL WORK PRESENTED ON THESE DRAWNCS MUST BE COMPlETEO 8'1 THE
CONTRACTOR UNLESS NOTED OTHERWiSE, THE CONTRACTOR MUST HAVE
CONSiDERABLE EXPERIENCE IN PERfORMANCE OF WORK SIMiLAR TO THAT
DESCRiBED HEREIN, BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR
IS ATTESTING THAT HE DOES HAVE SurflCiENT EXPERIENCE AND ABILITY,
THAT HE IS KNOWLEDGEABLE Of THE W'ORK TO BE PERfORMED AND THAT HE
IS PROPERLY liCENSED AND PROPERLY REGISTERED TO 00 THIS WORK IN THE
STATE ANDIOR COUNTY IN WHICH IT IS TO BE PERFORMED
UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT
DRAWiNGS, OR N THE SPECIFK:ATIONS, THE FOLLOWING NKJTES SHALL
A<PPL Y TO THE ~TERIALS liSTED HEREIN, AND TO THE
PROCEDURES TO BE USED ON THIS PROJECT
... ALL HARDWARE ASSEM8l Y MANUFACTURER'S JNSTRVCTIONS SHALL
BE FOLlOWED EXACTLY AND SHALl SUPERCEDE AN~ CONFliCTING
NOTES ENCLOSED HEREIN
IT IS THE CONTRACTOR'S SOlE RESPONSi81l1TY TO DtTERMINE
ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFET~ Of
THE STRUCTURE AND ITS C'OMPONENT PAATS DURING ERECTION
ANDIOR FIELD MODIfiCATIONS. THIS INCLUDES. BUT IS NOT liMITED TO,
THE ADO"")N OF WHATEYER TEMPORARy BRACING, Gv~S OR TIE
DOWNS THAT MAY BE NEC~SSAR~ SUCH MATERiAl SHAll BE REIl<)YED
AND SHN.L REMA<N THE PROPERTY OF THE CONTRACTOR AFTER THE
COMPlETION Of THE PROJECT
5. AlL DIMENSiONS, ElEVATIONS, AND EXiSTING C'OI\OITK;NS SHOWN ON
THE DRAWINGS SHALL 8E FiElD VERJfED BY THE CONTRACTOR AND THE
TESTING AGENCY PRIOR TO BEGINNING AN~ MATERiAlS ORDERING,
FABRICATION OR CONSTRVCTlON W'ORK ON THIS PROJECT, AN~
DISCREPANCIES SHN.l BE IMMEDIATELY BROUGHT TO THE ATTENTKlN OF
THE OWNER AND THE OWNER'S ENGINEER THE D'SCREPANCIES MVST BE
RESOl VED 8EFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK
THE CONTRACT DOCUMENTS 00 NOT INDICATE THE METrlOD OF
CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
WORK AND SHAlL BE SOLELY RESPONSIBLE FOR ALL CDNSTRVCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, OBSERV ATON
VISITS TO THE SHE B~ THE OWNER ANDIOR THE ENGINEER SHALL NOT
INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRuCTION
PROCEDURES
AlL MATERIN.S AND EQUIPMENT FURNISHED SHALL BE NEW AND OF
GOOD QvI>LITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANGE
WITH THE CONTRACT DOCUMENTS ANY AND AlL SUBSTITUTIO~ MlST
BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER
AND ENGINEER PRIOR TO INSTAlLATION, THE CON1RACTOR SHALL
FJ,;RNISH SATISFACTORY EVIDENCE AS TO THE KINO AND QUN.ITY OF THE
MATERIALS AND EQUIPMENT BENe SUBSTITUTED
8, THE CONTRACTOR SHI>LL BE RESPONSI8LE FOR NITIATING,MAJNTNNINC,
AND SUPERVISING AlL SAFETY PRECA<lTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSI8LE FOR
INSURINO THAT THIS PROJECT AND RELATED WORK COMPLIES WITH N.L
APPLICABLE lOCN., STATE, AND FEDERN. SAFETY COOES AND REGULATiONS
COVERNlNO THIS WORK
9. AlL WORK SHALl 8E COMPLETED IN ACCORDANCE WITH THE LATEST EDITION
Of THE LOCAl. BUllDINC CODE
10 AlL PROPOSED CEllULAR EOUiPMENT AND FIXTURES SHALL BE FURNISHED
BY OWNER FOR INSTAllATION B~ THE CONTRACTOR, UNLESS SPECIFICN.LY
NOTED OTHERWISE HEREIN,
". ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED THE CONTRACTOR
SHALL COORDNATE INTENDED CONSTRUCTiON ACTlV1T~, INCLUDING WORK
SCHEDUlE AND MATERIALS ACCESS, WITH THE RESIDENT lEASING AGENT FOR
APPROV N..
12 PREF ABRICA TED BUILDING INSTAlLATION SHN.l BE IN
ACCORDANCE WITH THE MANUF AGTJ,;RER'S SPECIFK:ATIONS,
UTILITIES
CONTRACTOR SHALL CONTACT A SUBSURfACE UTILITY LOCATOR FOR LOCATION Of
EXISTING UTlITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTlVIT[S
lOCATiON OF EXISTING SEWER, WATER UNES, GAS liNES, CONDVITS OR OTHER
STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE N.ONG THE liNE Of PR'OPOS~D
WORK ARE NOT NECESSAAIL Y SHOWN ON THE PLANS, AND f SHOWN ARE ONLY
APPROXIMATEl Y CORRECT. CONTRACTOR ASSUMES SOLE RESPONSIBiliTY FOR
VERlfYlNO lOCATON AND ELEVATION Of N.L UNDERGROUND UTlITIES IiNCLUDINC
TEST PITS BY HAND If NECESSAAYI IN AREAS Of CONSTRUCTION PRIOR TO STARTINO
WORK, CONTACT ENGINEER IMMEDIATELY IF lOCATiON OR ElEVATiON IS DiFFERENT
FROM THAT SHOWN ON THE PLANS, OR If THERE APPEARS TO BE A CONFLICT. FOR
ASSISTANCE IN LOCATING EXISTINC UTi.ITIES CAlL "NKJ CUTS",1-800-432-4770,
CONTRACTOR SHALL COORDINATE N.L UT!.ITY CONNECTiONS WITH APPROPRIATE
UTILITY OWNERS AND CONSTRVCTION MANAGER
DAMAGE By THE CONTRACTOR TO UTILITIES OR PROPERTY OF OTHERS, INCLUDING
EXISTINO PAVEMENT AND OTHER SURfACES DISTURBED BY THE CONTRACTOR DURING
CONSTRUCTION SHAll BE R~PA<REO TO PRECONSTRUCTION COI\OITIONS B~ THE
CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT FOR GRASSED AAEAS SEED AND
MULCH SHALL BE ACCEPT ABLE.
THE CONTRACTOR SH.ALL COORODYATE WITH THE OWNER THE REQUIREMENTS
FOR AND LIMITS or OVERHEAD ANDIOR UNDERGROVND ElECTRICAL SERVICE
THE CONTRACTOR SHAlL COORDDYATE THE lOCATiON OF NEW UNDERGROUND
TELEPHONE SERVICE WITH THE TElEPHONE UTILITY AND THE OWNER'S REQUiREMENTS.
AlL UNDERGROUND UTlITIES SHALL BE INS T N.lEO AND TES TEO SATISfACTORY PRIOR
TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES AAE WITHIN THE
LJMJTS Of PAVEMENT,
STRUCTURAL STEEL NOTES:
" DESIGN REQUIREMENTS PER FLORIDA BUILDING CODE 120C4 EDlTK)N) AND THE j
EIAITIA-222-F STRUCTURAL STANOAAOS FOR STEEL ANTENNA TOWERS AND
ANTENNA SUPPORTING STRuCTURES BASIC WINO SI'(EO' 12Q MPH (J SEC GLlsn
2 STRUCTURAl STEEl SHALL CONFORM TO THE LATEST ~DITlON Of THE
A.I S.C. SPECifiCATIONS FOR STRUCTURAl STEEl BUILDINGS- N.lOWABLE
STRESS DESIGN AND PLASTIC DESiGN INCLUDING THE COMMENT AA~ AND THE
A.IS.C COC€ OF STANDARD PRACTICE
3. STRUCTURN. STEEL PLATES AND SHAPES SHI>LL CONfORM TO ASTM Al5
N.l STRUCTURAl STEEL PIPES SHALL CONFGRM TO ASH' A5J GRADE B.
AlL STRUCTJ,;RAl STEEL TUBING SHALL CONFORM TO ASTM 1>.500 GRADE 8,
All STRUCTUR.AL STEEL COMPONENTS AND F ABRICATEO ASSEMBLIES SHN.L
BE HOT DIP CN.YANIZED AFTER FABR!CATON
4 WElDING ShAlL BE IN ACC'OROANCE WITH THE AMERICAN WElDING
SOCIE TY IA'NSl 0.11- 96 STRUC TURN. WElDINC CODE -STEEL WElD
ElECTRODES SHAll BE E7CXX
5. All COAXiAl Cf.B\.E CONNECTORS AND TRANSMITTER EQUIPMENT SHALl
BE AS SPECFIED 8Y THE OWNER AND IS NOT INCLUDED IN THESE
CONSTRVCT<lN OOCUMENTS THE CONTRACTOR SHPLL FURNiSH N.L
CONNECTiON HAROWAAE REQVIRED TD SECURE THE CABLES CONNECTiON
HAADWARE SHAlL BE STA<NLESS STEEl,
5 NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH, CONTRACTOR
ShALL VERIfY NKJRTH AND INfORM OWN~R OF AN~
DISCREPANCY BEFORE STAATING OONSTRVCTION.
7. ALl CAST IN PLACE CONCRETE SHAlL BE MIXED AI\O PLACED IN
ACCORDANCE WITH THE REQUIREMENTS Of AC' }18 AND ACl J01, AND SHALl
HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF ;000 PSHU.O.N.l.
CONCRETE SHALL BE PLACED AGAlNST UNDISTURBED SOIL UNlESS OTHERWISE
NOTED. MINIMlM CONCRETE COVER SHN.L BE 3 INCHES UNLESS OTHERWISE
NOTED
8 N.l REiNfORCING STEEL SHAlL CONFORM TO ASTM 515 GRADE 60,
DEFORMED BUET STEEL BARS WELDED WIRE fABRIC REINfORCING SHAll
CONFORM TO ASTM A185
9. THE FABRICATION AND ERECTiON Of STRUCTJ,;RI>L STEEl SHAlL
CONFORM TO THE lATEST A,i.S C. SPECIfK:ATK)NS
10 N.l CONNECTIClNS NOT FUlLY DET AUD ON THESE PLANS SHALL
BE DET AJLED B~ THE STEEL FABRiCATOR IN ACCORDANCE WITH
A,IS.C SPECIFiCATiONS.
11. HOT-DIP CAl.VANIZE ITE"S SPECIFIED TO BE ZINC-COATED, AFTER
FABRiCATION WHERE PRACTiCAL GAlVANIZING' ASTM A 123,
ASTM, A 153/A 153M OR ASTM A 653/A 653M, 090, AS A<PPLlCABLE
12. REPA<R D'MAGED SURfACES WITH GN.VANIZINC REPNR "ETHOO
AND PA<NT CONFORMINO TO ASTM A 7BO OR B~ APPLICATION OF STICK
OR THICK PASTE MATERIAL SPEClfiCN.l Y DESIGNED FOR REPAIR Of
GI>LVANIZING. CLEAN AAEAS TO BE REPA<RED, AND REMOVE SLAG FROM
WELDS. HEAT SURFACES TO WHiCH STICK OR PASTE MATERIAL IS APPLIED
WITH A TORCH TO A TEMPERATURE SUFFiCIENT TO MELT THE METALLlCS
IN STICK OR PASTE, SPREAD MOLTEN MATERiAl UNIFORMLY OVER SURFACES
TO BE COATED AND WIPE OFF EXGESS MATERiAl
13 CONTRACTOR SHALL FOLLOW THE MANUf ACTURER'S INSTRUCTKlNS/SPECFiCATIClNS
If NO II>.FORM.ATiON IS CONT NNED IN THESE PLANS OR f THE M.ANUF ACTURERS
SPECIFICATIONS AAE STRiCTER
IN)rr1--~II~N S-I}i.l {1)Ji- ~)fj.'fvP
Iff A,~ Il'{~77h,,~~-r I )')'~Tll~\s--
PA1~~'b1
I. CONTRACTOR TO COORDINATE PANTING REQUIREMENTS WITH
OWNER
PNNT COLORS SHALL BE SElECTED TO MATCH EXISTING COlORS
AND TEXTURES
PROVIDE THE BES T QUAlITY GR.ADE OF COATINGS AS REGUlARL Y
IIAN\.f'ACT~RED BY APPROVED PA<NT "ATERJAL MANUfACTURERS.
~ATERIALS NKJT DISPLAYINO THE MANUfACTURER'S IDENTfiCATiON
AS A STANDARD, 8EST-GRADE PRODUCT Will NOT BE ACCEPTABLE.
4. PROVIDE UNDERCOAT PNNT PRODUCED BY THE SAME M.ANUf ACTURER
AS THE FINISH COATS. USE ONLY THINNERS APPROVED 8~
THE PA<NT MANUFACTURER AND USE ONLY WITHIN RECOMMENDED
LIMITS
5. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURfACE OF
UNIFORM FINISH, COLOR, APPEAA.ANCE AND COVERAGE
CLOVCINESS, SPOTTINGS, HOLlOAYS, LAPS, BRUSHMAAKS, RUNS, SAGS,
ROPINESS, OR OTHER SURFACE MPERfECTIONS Will NOT
BE ACCEPT ABLE
5, FERROUS METAlS
SHOP PRIME 0'
,. TOUCH-UP COAT - REO OXIDE METAl. PRIMER
2 FINISH COATS - SEMI-GLOSS-ALKYD EN.AMEL
EQUIPMENT LIST
191 ANTENNAS
1151 COAXIAL CABLES
(1) PREP AS EQUIPMENT SHEL TER
121 GPS ANTENNAS
11) TEST MOBILE ANTENNA
PERMITS
CONTRACTOR SHALl SECURE All NECESSARY PERMITS FOR THIS PROJECT FROU N.l
APPLICABLE GOVERNMENTAl ACENCES
AN~ PERMITS WHICH MUST BE OBT NNED SHALl BE THE CONTRACTOR'S
RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING SY N.L
CONDITIONS AND REOUIREMENTS Of THE PERMITS.
,r.,'EXTEL CORPOR...,TlON
4710 EISENHOWER BLVD.
BLDG, D-l
TAMPA, FLORIDA 33634
(813) 80~OOO
ALL WORK SHAlL BE IN ACCORDANCE WITH lOCAL CODES AND THE ACI ;18-95,
"BUILDING REQVIREMENTS FOR STRUCTURAl CONCRETE"
THE CONTRACTOR SHALL NOTIfV THE APPLICABLE JURISll<CTIONAl ISTATE, COUNTY
OR CIT~) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION
THE CONTRACTOR SHALL REWORK lORY, SCAAIFY, ETC.I All MATERIAL NOT SUITABLE
FOR SUBCRADE IN ITS PRESENT STATE If THE MATERiAL, AFTER REW'ORKINC, REMAJNS
UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE
WITH APPROVED MATERiAl AT HIS EXPENSE, ALl SUBCRilDES SHAlL BE PROOF ROLLED
WITH A FUlLY lOAD(Q TANDEM AXLE DVMP TRUCK PRIOR TO PAVING. ANY SOFT
MATERiAl ShALl BE REWORKED OR REPlACED
THE C'ONTRACTOR IS REQUIRm TO M,NNTAlN N.L DITCHES, PIPES, ANC OTHER
DRA<NAGE STRVCTURES FREE FROM 08STRUCTION UNTIL WORK IS ACC~PTED BY THE
OWNER. THE CONTRACTOR IS RESPONSIBLE FOR AN~ DAMAGES CAUSED BY FM.VRE TO
MAJNT A<N DRNNAGE STRUCTURES IN OPERABLE CONDITION,
ALL MATERiAlS AND WORKMANSHIP SHAlL BE WAARANTED FOR ONE 11) YEAR FROM
DATE OF ACCEPTANCE.
All DIMENSiONS SHALL BE YERIFIED WITH THE PlANS IlATEST REYISiONI
PRIOR TO COMMENCING CONSTRUCTION NOTIFY THE OWNER IMMEDIATEL~ If
DISCREPANCIES AAE OISCOY~RED THE CONTRACTOR SHAll HAYE A SET or APPROYED
PLANS AYA<LABlE AT THE SI1E AT AlL T"'ES WHEN WORK IS BEING PERfORMED A
DESIGNATED RESPONSiBlE EMPlOYEE SHALL BE AYAlLABlE FOR CONTACT 8Y
GOVERNINO AGENCY INSP~CTORS
BIRD LAKE
SITE No, FIr-3412-B
IOATE'OECEM8ER 13,2005
REVISIONS
NO.
,
DATE
ISSUED FOR CONSTRVCTlO~
MISCELlANEOUS
N.L THREADED STRUCTURN. FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL
CONFGRM TO ASTM AJ07 OR ASTM 35 AlL STRUCTURAl FASTNERS FOR STRUCTURN. STEEL
FR.AMINO SHl>Ll CONFORM TO ASTM AJ25, FASTENERS SHAll BE %" MIN. DIA. BEAAING
T~PE CONNECTiONS WITH THREADS EXCLUDED FROM THE PLANE, Al.L EXPOSED FASTENERS,
"VTS, AND WASHERS SHAlL BE GN.YANIZED UNLESS OTHERWISE NOTED N.L ANCHORS NTO
CONCRETE SHN.l BE STAINLESS STEEl.
THE CONTRACTOR SHN.L FURNISH ALl CON.'lfCTlON HARCW,ARE REOUIRED TO SECUR~ THE
Cf.B\.ES CONNECTION HARDWARE SHALL BE STA<NLESS STEEl,
NKJRTH AARO'N SHOWN ON PLANS REFERS TO TRUE NKJRTH. CONTRACTOR ShN.L VERifY
NORTH AND NOTIFY CONSULTANT OF AN~ DISCREPANCY BEFORE STAATINC CONSTRVCTION
PROVIDE lOCK WASHERS FOR N.L MECHANICN. CONNEC110NS FOR GROUND CONOUCTGRS
USE S T NNL E S S STEEL HARD W ARE T HROUCHOU T
5. THOROUCHl Y REMOVE N.L PAINT AND CLEAN All DIRT FROM SURf ACES REQUIRING GROUND
CONNECTiONS
5. MAAE N.l GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHMP BENDS.
AlL BENDS TO BE A MIN. Of 8" RAll<US
7, FOR GROUNDING TO BUILDING FR'ME AND HATCH PLATE GROUND BARS. USE A TWO-BOLT
HOlE NEPA DRillED CONNECTOR SUCH AS HB ;2007 OR APPROVED EQUN..
8 FOR AlL EXT~RNAL GROUND CONNECTIONS, CLAMPS AND CADWElDS, APPl Y A leERN.
PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS 'NO-OXIDE A' BY DEARBORN CHEMICN.
COMP AN~ ,
REPAIR AlL MET N. SURf ACES THAT HAYE 8EEN CUT OR DAMAGED BY REMOVING AN~ EXISTINC
RUST AND APPLYING COLD GAlVANIZATiON
10 ALL COAXIAL CABLE WILl BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES
NOT TO EXCEED 3' OR THE CABLE "ANur ACTURERS SPECIFK:ATIONS WHICHEYER 5 LESS, WITH
HARDWARE SPECIf[D IN THE COAXIN. CABLE ROUTlNO DETMS Of THE SUPPLIED STRUCTURAL
REPORT
11 THE COAXJAl ANTENNA CABLE INST N.LER SHALl BE RESPONSIBLE FOR PERFORMINO AND SUPPLYING
THREE IJI TYPE-WRlnEN SWEEP TESTS IANTENNA RETURN lOSS TEST 1 THIS TEST SHN.l BE
PERfORMED TO THE SPECifiCATIONS AND PAR<METERS OUTLINED BY [HE NEXTEL RADIO FREQUENCY
ENGINEER THIS TEST SHAlL B~ PERfORMED PRIOR TO FINAl ACCEPTANCE OF THE SITE
12 THE COAXIN. ANTENNA Cf.B\.E INST N.lER SHAlL BE RESPONSIBLE FOR PERFORMING AND
SUPPLYING NEXTEL WITH THREE IJI TYP(- WRITTEN T"'E DOIlA<N REFLECTOMETER TESTS TO VER1FV
CABLE LENGTH AND TO CHECK FOR WATER D'MACE.
13 VAPOR WRAP WILL BE USED TO SEAl N.l CONNECTIONS
14 ALL JUMPERS TO THE ANTENNAS FROII THE MAIN TRANSMISSiON LINE WILL BE '11" DIA. AND
SHALL NOT EXCEED 6'-0"
15 ALL UNN TRANSMISSION CABLES Will 8E TERMINATED AT A NEXTEL POl YPHASER
PROTECTOR lOCATED WITHIN 1'-0" Of THE EQUIPMENT SHEl TER/ENCLOSJ,;RE.
16 ANTENNA CABLE lENGTHS HAVE 8EEN DETERMINED BASED ON THESE PLANS. CABLE
lENGTHS liSTED AAE APPROXIMATED AND AAE NOT INTENDED TO BE USED FOR fABRICATION DVE
TO FIELD CONDIT!ONS, ACTUAl CABLE LENGTHS VAAY. CONTRACTOR "UST FiElD VERIFY ANTENNA
CABLE lENG THS PRIOR TO ORDER_
17 AlL U,~N CABLES Will BE COLOR COOED AT FOUR LOCATIONS' A) AT ANTENNA PRIOR TO
JVMPER, Bl AT THE BOTTOM Of THE TOWER, C) EXTERiOR PART Of THE WAVEGUIDE ENTRY PORT
!AT THE SHEL TERlCABINET WAlU, D) INTERIOR Of THE SHELTER/CABiNET.
18 AlL MA<N CABLES WILL BE GROUNDED AT' A) AT THE ANTENNA MOUNTING PIPE, Bl MIOOlE OF
THE CABLE RUN IF OVER 200', CI AT THE 80TTOM OF THE TOWER, 01 PRIOR TO ENTERING EQUPMENT
SHELTER/CABINET (WITHIN I' Of ENTRY!.
19 PROVIDE AT LEAST 6" SLACK IN THE MA<N COAXIAL CABLES AT THE TCWER TOP TO PROVIDE
FOR FUTURE CONNECTOR REPLACEMENT
20 PROVIDE A Cf.B\.E DRIP lOOP AT THE BOTTOM Of THE TOWER BELOW THE TOWER BOTTOM
GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHEl1ER/CABINET,
21. GABLE SUPPORT RODS INSIDE SHEL TER SHAlL SE CUT 2" BElOW lOWER SUPP'ORT PLATE
AND SH.'LL BE COYERED WITH A RUBBER CAP
22. NEXTEl METER AND DiSCONNECT ShAll BE LABElED WITH AN ENGRAVED PLA1E WITH NEXTElS
SITE 10 NUM8ER, SITE NAME, NEXTEL 10WNER) AND ADDRESS
2;, AlL UNISTRUT CUTS AND ANY METAl ENOS WITH RAW EDGES SHAll BE COLD GN.VANIZED AND COVERED WITH
A PLASTIC/RVBSER CAP
24. TRA<PEZE ROOS WILL BE CUT 4 INCHES FRO" THE BOTTOM Of THE BVSS AND CAPPED WITH
RVBBER CAPS
25. ANY METAl(1 E FENCE POSTS) Will 8E GROUNDED WITHIN 6 FEET Of ANY NEXTEL EQUIPMENT
26 TOWER GROUND TO BE NOT MORE THAN 2 OR 3 FE~T FROM TRANSITION ISEND)
27 THE SEAl< BETWEEN THE SHElTER AND THE CONCRETE PAD Will BE GROUTED WITH APPROVED
COMPOUND, INCLUDING AN'" GAP SETWEEN PAD AND STOOP
3
4
5
6
..
..
..
..
..
-~
KC~
TECHNOLOGII
FLORIDA UCENSE NO..' EB()I}I)48,<
KCI TECHNOLOGIES, INC.
10150 HIGHlAND MANOR DR!
SUITE 120
TAMPA. FLORIDA 33610
(813) 740--2300
D,VlRYL J. KROEZE, FE_ UCENSE NO.,
T HI$ DRAWlNC 1$ COPYRICH TED />M)
PROPERTY Of NEXTEL SOUTH CORP
IT IS PROO\JCED SOUL Y rOR USE I
N(XTEL />M) ITS Nn.lATES, REPRO<
OR uSE or THIS DRAwING AND/OR
AT/ON CONTAN:D IN IT IS rORBIOOE
THE WRITTEN PrRMlSSION or NOTE
SOUTH CORPORATiON,
I SI TE NAME
BIRD LAKE
I SITE NUMBER '
FL-3412-B
~ORESS
38122 HENRY DRiVE
ZEPHYRHILl8, flORiDA 3:
(MSCD CDUNn)
L~EE'- nTLE
KCI J08 #
GH1ERAl CONST
~WTf.8
I ShE[ T ~;8rR-.;-
N-1
ELECTRICAL SPECIFICATIONS
GENERAL
A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSAR~ FOR
AND INCIDENTAL TO THE COMPLETE INSTALLATION AND OPERATION OF ALL
ELECTRICAL WORK. AU WORK SHALL BE DONE BY QUALIFIED PERSONNEL,
B CONFORM TO THE NATIONAL ELECTRICAL CODE (1996 EDITION), AND THE NATIONAL
ELECTRICAL SAFETY CODE 1996 EDITiONS THE INSTALLATION SHALL COMPLY WITH
jf~~8ft8MlIJlES & REGULATIONS OF LOCAL AND STATE AUTHORITIES HAVING
C. COORDINATE THE WORK OF AU TRADES.
D ARRANGE CONDUIT, WIRING, EQUPMENT, AND OTHER WORK GENERAlL ~ AS
SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFUllY EXAMINE
ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT
SUBST ANTIAL ALTERATION WHERE DEPARTURES ARE PROPOSED BECNJSE OF
FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED
DRAWINGS FOR ACCEPTANCE. THE RIGHT IS RESERVED TO M,*E REASONABLE
CHANGES IN LOCATION OF EQUIPMENT, CONDUIT, AND WIRING UP TO THE TIME
OF ROUGH-IN OR FABRICATION
E THE CONTRACT DRAWINGS ARE GENERAlLY DIAGRAMMATIC AND ALl OFFSETS,
BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN
PROVIDE AlL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE
CONDITIONS
F. THERE SHAlL BE NO INTERRUPTION OF POWER TO EXISTING ELECTRICAL
SYSTEMS WITHOUT PRIOR CONSENT OF THE BUILDING OWNER SUCH
iNTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL BE SCHEDULED
WITH THE OWNER AT LEAST THREE BUSINESS DAYS IN ADVANCE OF THE
OUTAGE: ANY COST FOR WORK THAT MUST BE: DONE ON AN OVERTIME
BASIS SHALL BE INCLUDED IN THE BID.
G VISiT THE SITE A."'D iNSPECT THE EXiSTING CONomONS BUORE 810 IN
ORDER TO ENSURE PROPER EVALUATION OF WORKING CONDITIONS AND
LOCATKiN OF EXISTING CONDmONS
H WHERE OUTLETS ARE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN, PROVIDE
THE REQUIRED RELOCATION, RECONNECTlON OR REARRANGEMENT TO RESTORE
SERVICE TO ALL ITEMS, OuTLETS, ETC NOT MADE: 08S0LE TE BY THIS WORK.
MOUNTING AND SUPPORTING OF ALL EQUIPMENT PROVIDED UNDER THIS SECTION
SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER IN THE FiELD
PERMITS AND FEES
A. OBTAIN, PAY FOR,AND DWVER ALL PERMITS, CERTIFICATES OF INSPECTION,
ETC" REQUIRED BY THE AUTHORITIES HAVING JlJRISDICTION, DELIVER
CERTIFICATES TO THE OWNER PRKiR TO FiNAL ACCEPTANCE OF THE WORK
MATERIAL AND EQUIPMENT
A. MATERiAl AND EQUIPMENT INSTAlLED AS A PART Of THE PERMANENT
~PVc'}~~~''1tjD S~~"tL B~EN[I~T~~L~~S AO~~Ef;;j;J'j[L :;'D~'t~1~'1lfrD TESTiNG LAB,
FOR INSTALLATION IN EACH PARTICULAR CASE, WHERE STANDARDS
rlAVE 8EEN ESTABLISHED.
CUTTING AND PATCHING
A. PROVIDE AlL CUTTING AND PATCHING NECESSAR~ FOR THE INSTALLATION OF
THE ELECTRICAL WORK. ANY DAMAGE DONE TO THE WORK ALREADY IN PLACE
BY REASON OF THIS WORK SHALL BE REPNRED AT THE CONTRACTORS EXPENSE
B'/' A QUALifiED MECHANIC EXPERIENCED IN SUCH WORK, PATCHING SHALL BE
UNifORM IN APPEARANCE AND SHALL MATCH THE SURROUNDING SURF ACE. DO
NOT CUT STRUCTURAl MEMBERS WiTHOUT APPROVAL BY THE CONSTRUCTION
MANAGER WHERE PENETRATIONS ARE NECESSARY THROUGH THE ROOF,
PROVIDE ALL NECESSARY CURBS, SLEEVES, SHIELDS, FLASHING, FITTINGS,
AND CAULKING TO M,*E THE PENETRATIONS ABSOlUTE L Y WATERTIGHT.
ELECTRICAL WORK UNDER OTHER DIVISIONS
A IN GENERAL POWER WIRING FOR SYSTEMS ARE INCLUDED UNDER THIS
SPECIFICATION. CAREFULL ~ REVIEW THE CONTRACT DOCUMENTS AND
COORDINATE THE ELECTRICAL WORK TO BE PERFORMED UNDER THE
OTHER DIVISIONS.
GUARANTEE
A. GUARANTEE THE ELECTRICAL SYSTEM INSTALLED BY THE CONTRACTOR FREE
FROM ALL MECHANICAL AND ELECTRICAL DEFECTS FOR THE PERIOD OF ONE
~EAR BEGINNING fROM THE DAY Of' FINAl ACCEPTANCE OF THE WORK OR
BENEFICIAL OCCUPANCY BY THE OWNER, WHICHEVER OCCURS FIRST.
B UPON RECEIPT OF NOTICE FROM THE OWNER Of FAILURE OF ANY PART OF THE
ELECTRICAL INSTALLATION DURING THE GUARANTEE PERIOD, NEW REPLACEMENT
PARTS SHALL BE FURNISHED AND INSTALLED PROMPTLY AT NO COST TO
THE OWNER
CONDUIT AND FITTINGS
A, MINIMUM CONDUIT SllE SHALL BE Yo' (UNLESS OTHERWISE INDICATEDI
B SUPPORT ALL CONDUIT NOT EM8WOW IN CONCRETE OR MASONRY SO THAT
STRA,N IS NOT TRANSMITTED TO OUTLET BOXES AND PULL BOXES, ETC.
SUPPORTS TO BE SUFFICIENTLY RIGID TO PREVENT DISTORTION OF CONOUITS
DURING WIRE PULliNG.
C. ALUMINUM CONDUIT IS PROHI8iTED.
D. ALL CONDUITS SHALL BE ELECTRICAL METALLIC TUBiNG (EMTI, PVC, OR RIGID
GAL V A.'1IZED STEEL (EXTERIOR EXPOS(Q)
E. EMT CONDUIT FITTINGS SHALL BE FERROUS COMPRESSION TYPE
F IN DAMP OR WET LOCATIONS USE FLEXIBLE, liqUID-TIGHT METAL CONDUIT
WITH APPROVW FITTINGS.
C OOROINA T ION
A, COORDINATE THE WORK OF POWER, GROUNDING AND TELCO
AT EQUiPMENT WITH EQUIPMENT SUPPliER PRIOR TO ROUGH-IN
FINAL TERMINATIONS TO BE AT THE DIRECTiON OF THE
EQUIPMENT SUPPliER
B PRIOR TO BEGINNING WORK CONTRACTOR SHALL COORDINATE ALL POWER
~ TELCO WITH THE LOCAL UTIliTY COMPANY AS IT MAY APPLY TO THIS
SiTE ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE
UTiliTIES INVOLVED.
WIRES AND CABLES :600 VOL TSI
A. BUILDING WIRE, UNlESS OTHERWISE INDICATED SHALL BE 600 VOLTS, TYPE
THWN ,NSULATION CONDUCTORS SHAlL BE SllED AND RUN AS INDICATED
CONDUCTORS SHALL BE SOFT DRAWN COPPER OF NOT LESS THA'I 98/
CONDUCTIVITY
ALL
CONDUCTOR INSULATION
ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER
IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER COLOR CODING SHALL BE
BY MEA.NS OF COLORED INSULATING MATERiAl, COLORED BRAID OR JACKET
OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT,
NON-ACING, INSULATiNG TAPE APPliED TO CONDuCTORS AT EACH CABINET
OR JUNCTION POINT THE COLOR COOING SHALL BE ACCOMPliSHED AS THE
CONDUCTORS ARE INSTALLED. THE FOLLOWiNG SySTEMS OF COLOR CODING
SHALL BE STRICTLY ADHERW TO'
N GROUND LEADS' GREEN
BI GROUNDED NEUTRAL LEADS: WHITE
C I 120/208 VOL T (120/240 VOL T I UNGROUNDED PHASE WiRES;
BLACK, RED, BLUE
THE COLOR CODE ASSIGNED TO EACH PHASE WiRE SHALL BE CONSISTENTLY
FOLLOWED THROUGHOUT
CONDUIT SUPPORTS
A. SUPPORT SURF ACE RUNS Of' CONDUIT USING ONE OR TWO HOLE PIPE STRAPS
STRAP SPACING 6 FOOT ON CENTERS, MAXIMUM, UNLESS NOTED OTHERWISE.
8. FASTEN STRAPS TO CONCRETE USiNG INSERTS OR EXPANS~N BOLTS A.ND TO
HOLLOW MASONRY USING TOGGLE BOL TS. WOODEN PLUGS ARE UNACCEP TABLE.
OUTLET, JUNCTION AND PULL BOXES
A ALL BOXES, WHETHER OUTLET, JUNCTION, PULL, OR EQUIPMENT SHALL BE
FURNISHED WITH APPROPRiATE COVERS.
B. NO SECTIONALIZED BOXES SHALL BE USED.
C OUTLET, JUNCTION AND PULL BOXES SHALL 8E SHEET STEEL WHERE REQUIRED
TO F AClllT ATE PULLING OF WiRES OR CABLES, SUCH BOXES SHALL BE RIGID\.. Y
MOUNTED AND INSTAlLED IN ACCESSIBLE LOCATIONS
A
SAFETY DISCONNECT SWITCH
A. PROVIDE: SAFET'/' DISCONNECT SWITCHES AS SHOWN ON THE DRAWINGS AND WHERE
REQUIRED B~ THE NATIONAL ELECTRICAL CODE. SWITCHES SHALL BE HORSEPOWER-RATED
WHERE APPLICABLE, AND SHALL BE THE SllES REQUIRED SERVICE ENTRANCE SWITCH
SHALL BE SO RATED.
B SWITCHES SHAlL BE HEAVY DUTY TYPE FUSED OR UNfUSED, AS INDICATED; SIDE HANDLE
OPERATED, "lEMA 1. fOR GENERAL INTERIOR WORK AND "lEMA 3R STEEL
FOR EXTERIOR, DAMP, OR WET LOCATIONS. SWITCHES SHALL BE EQUIPPED WITH A
COVER INTERLOCK TO PREVENT OPERATION WITH COVER OPEN.
C SWITCHES SHALL BE VISIBLE BLADE. EXTERNALL Y OPERATED, WITH ALL CURRENT CARRYING
PARTS SILVER OR TIN-PLATED, ALL SWITCHES SHALL HAVE PROVISIONS FOR NOT LESS THAN
THAN TWO EXTERNAL PADLOCK
GROUNDING
A ~~2~:srE~fLOyUN&t OE~F 'tCLT I~~E~ WI~ Y 1c~~k'6~Z(; r~1 TUHT I~l ~G:~~MtS~WMOEfN T
THE NATIONAL ELECTRICAL CODE AND AS HEREINAFTER SPECIFIED ALL
GROUNDED NEUTRAL CONDUCTORS SHALL BE CONTINUOUSLY IDENTIFIED. ALL
GROUNDING AND BONDING CONNECTIONS SHALL BE SOLDERLESS.
B PROVIDE INSULATED GROUNDING CONDUCTORS FOR FEEDER AND BRANCH CIRCUIT
WIRING AS CALLED FOR ON THE PLANS. PROVIDE GROUNDING BLOCKS,
TERMINALS, ETC ,FOR CONNECTION OF GROUND WIRE IN ALL DISTRIBUTION
EQUIPMENT, OUTLETS, JUNCTION BOXES, AND UTILIZATION EQUIPMENT TERMINATE
WITH LUGS OR COMPRESSION TERMINALS. CONDUCTORS LOOPED UNDER BOL TS OR
SCREWS WILL NOT BE ACCEPT ABLE.
C GROUND RODS WHEN NEEDED SHALL BE STEEL, COPPER CLAD o/a" DIAMETER BY
TEN FEET LONG. GROUND ROO SHIELDS TO BE PROVIDED FOR DRIVING RODS
D PRIOR TO INSTALLATION Of THE CROUNDiNG SYSTEM, THE EARTH RESISTIVITY
SHALL BE MEASURED USING WENNER FOUR TERMINAL ME THOD REPORTS OF THE
MEASURED RESISTIVITY MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER
E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROI.JNDING S~STEM SHALL NOT
EXCEED 5 OHMS ON ANY PART OF THE SYSTEM. IF DUE TO SOIL CONDITIONS
OR OTHER PARAMETERS THIS MAXIMUM VALUE IS EXCEEDED, CONTACT THE
ENGINEER FOR ADDITIONAL INSTRUCTIONS
f'. GROUND BAR PLATES ARE TO BE MANUFACTURED EXACTLY AS DETAILED A.'1D
DIMENSKiNED DIMENSIONS TO BE ACCURATE TO ~"
G. ALL MOUNTING HARDWARE ShALL BE STAINLESS STEEL
H. ALL BARE COPPER SURF ACES SHAlL BE COATED PRIOR TO LUGGING. JOINT
COMPOUND SHALL BE KOPR-SHIELD BY THOMAS ~ BETTS
I. CONNECTION OF CONDUCTORS BELOW GRADE TO GROUND RODS, GROUND
RINGS, GROUND WELL, ETC ,SHALL BE EXOTHERMIC TYPE WELDING CONNECTIONS
"CADWELD"
CONNECTION OF CONDUCTORS ABOVE GRADE TO METALLIC OBJECTS OR IN
HANDHOLES SHALL BE WITH PRESSURE TYPE CRIMP CONNECTORS, BOL TED
CLAMPS, OR SPLIT BOLT CONNECTIONS WITH SOLI) BRONZE HARDwARE, CADMIUM
PLATED STEEL HARDWARE IS NOT ACCEPTABLE CONNECTIONS TO INTERIOR HALO
GROUND RING SHALL BE WITH 'C' CLAMPS SOLID TO SOLID AND STRANDED
CONDUCTORS REQUIRES TWO (2) CLAMPS ALL 'C' CLAMPS REQUIRE iNSTAlLATION
WITH THE CORRECT HYDRAULIC CLAMP TOOL
SUPPORTS, HANGERS AND FOUNDATIONS
A. PROVIDE ALL SUPPORTS, HANGERS, BRACES, ATTACHMENTS, AND FOUNDATIONS
REQUIRED FOR THE WORK SUPPORT ANO SET THE WORK IN A THOROuGHL Y
SUBST ANTIAL AND WORKMANLIKE MANNER WITHOUT PLACING STRAINS ON THE
MATERIALS, EQUIPMENT, OR THE BUILDING STRUCTURE
B SUPPORTS, HANGERS, BRACES AND ATTACHMENTS SHAlL BE STANDARD
MA"IIJFACTURED ITEMS OR FABRICATED STRUCTURAl STEEL SHAPES
AS-BUlL T OAT A
A. CONTRACTOR SHAlL PREPARE AND SUBMIT TO THE CONSTRUCTION MANAGER
"AS-BUlL T" DRAWINGS FOR CHANGES OR DEVIATIONS FROM CONTRACT DRAWINGS
TO THE FOLLOWING
, SOURCE, ORIGIN, AND/OR ROUTING OF MAIN FEEDERS
2. LOCATION OF MAJOR PIECES OF DISTRIBUTION EQUIPMENT
SUCH AS KIlOWATTHOuR METER AND MAIN FEEDER
OVERCURRENT DEVICES,
IDENTIFICATION Of EQUIPMENT
A MARK AND PERMANENTLY IDENTIFY ALL ELECTRICAL EQUIPMENT IDENTIFICATION
SHALL BE LAMINATED PLASTiC PLATES, BLACK WITH WHITE ENGRAVED LETTERS USE
'N' HIGH LETTERING, ATTACH PLATES WITH CHROME PLATED OR 316 STAINLESS STEEL
SCREWS TO THE DEVICE. USE NOMENCLATURE ON DRAWINGS
B. ALL EQUIPMENT SHALL BE MARKED WITH WARNING LABELS AND SIGNAGE AS REQUIRED
BY THE NATIONAL ELECTRIC CODE AND OTHER APPLICABLE STANDARDS
ELECTRICAL LEGEND
8, ~
6'
SEE DRAWING NO TE Of' SflME NUM8ER
KILOWATTHDUR METER
CONDUIT OR CABLE-UP, DOWN
__ -..... "? U~~~R~iii,~NbOllD,TINNED COPPER CONDUCTOR
________ #2 AWG 8;.RE, SOLID, TINNED COPPER CONDUCTOR ROUTING
AS SHOWN ON DWG'S
----; CONDUIT TERMINATED OR TRANSITION AS INDICATED IN PLAN
..", ST ANOARD CROUND ROO -Y,"xl0'-O"
, - E - - UNDERGROUND CONDUIT, POWER
- - T - - UNDEReROUND CONDUIT, TElC'O
lI}J [}I rUSED SERViCE DISCONNECT SWITCH, NON-FUSED
. EXOTHERMIC WElD OR MECHANICAl GROUND BOND
-0-
-t-
INSPECTION SLEEVE
GROUND ROO EXOTHERMICAlLY WElDED TO
BURIED GROUND RING
ELECTRICAL LOAD SUMMARY - NEXTEL
EXISTING 120/240V-SINGLE PHASE-3W 200 ,>MPERE SERVICE
22,000 A<C.
lOAD DESCRIPTiON ~
LIGHTING 1.0 Kv',4,
RECEPT ACLES 1. 6 KV A
NR CONDITIONING 120 KVA
COMMUNIC A TlON E QUIPME N T 250 KVA
FANS 037 KVA
TOT Al CONNECTED lOAD 3997 KVA
. vERln AlC - OST A<N AVAIlABLE F AUL T CURRENT IAFC) f'OR
ElECTRIC UTILITY. A<C MUST EXCEED AFC a POINT Of' SERVICE
CALCULATED TOTAL DEMAND
DOI,lND 18 KW NfxTEl 18AS€O ON SIMILAR SHES)
88 MJPS a 0.85 Pf, 240V . 441
ABBREVIATIONS &
SYMBOCS--
A - MJPERE
AFf - ABOVE FINISHED FLOOR
AFG - ABKlVE FINISHED GRADE
AFR - ABovE FINISHED ROOF
ACB - ANTENNA GROUND BAR
A<HU - NR HANDLING JNI T
A<C - AMPERES INTERRVPTING
AWG - ,SYll,e;V; WIRE GA<VCE
BKR, CB - CIRCuIT BREAKER
CAT - CATAlOG
C, CONDo - CONDUIT
CK T - CIRCUIT
DWG - DRAWINO
EMT - ElECTR~AL METAlliC TJBING
FSS - rJSED SAFET~ SWITCH
GFI - CROUND F A<lLT INTERRUPTINO
GRD - GROUND
KV A - KILOVOLT' MJPERES
MOB - MNN CIRCUIT 8REAKER
MGB - MA<N CROUND 8AR
M.H - MOUN TlNG HEIGHT
101 L 0 - MNN LUG ONLY
NEC - NATION.N. ELECTRICN. CODE
NEMA - NATIONAL ElECTRICAl
M,lNUF AC1VRERS ASSOCIATION
NETA - NATIONAl ELECTRiCAl TESTING
ASSOCIA TION
NFSS - NON-FUSED SA<fETY SWITCH
NIC - NOT IN CONTRACT
NO - NUM8E R
OCP - OVER CURRENT PROTECTION
p, . POLE
PVC - POL YVINYL CHL ORIDE
ReS - RIGID GAlVmZED STEEl
SPST - SINGLE POLE, SINGLE THROW
TYP - TYPICAl
V - VOLT'S
WP - WEATHERPROOF
~ - PHASE
&_a-,
.. .... .: ./1,:1
lYE.ITEL CORPORATION
4710 EISENHOWER BLVD,
BLDG, D-l
TAMPA, FLORIDA 33634
(813) 806-4000
BIRD LAKE
SITE No_ FI.r3412-B
I DATE'DECEMBER 13,2005
REVISIONS
NO. DATE
, ISSuED FOR CONS rRue no~
2
3
5
6
...
...&&& K CJ
A...... TECHNOLOOlI
FWRIDA UCENSE NO.: EB000489
KCI TECHNOLOGIES, INC,
10150 HIGHLAND MANOR DRJ'
SUllC 120
TAMPA. FLORIDA 33610
(813) 7~2300
LUIS G VARGAS JR., PE. UCENSE NO.5J
THIS DRAW!NC IS COPYR!CHTEO AND
PROPERTY Of N[XTEL SOVTH CQRP(
IT is PROOVCEO SOLELY FOR USE 8
N[XTEL !\NO ITS AfFILIATES, REPROQ
OR USE Of THIS DRAWING AND/OR 1
ATiON CONTftJN(D IN IT IS fORSIODO
THE WRITTEN PERMI'SSiON OF I'.{xTEI
SOUTH CORPORATiON,
I SITE NAME
BIRD LAKE
I SITE NUMBER
FL-3412-B
I SIT E ADORE 55
38122 HENRY DRIVE
ZEPHYRHILLS, FLORIDA 33
(PASCO COUNTY)
I~HT TITLE'
TRICAL SPECIFICAT
NUMGER
\~VNiE-1
-------------.-.,
EXiSTiNG CRAVEl_
THROUCHOUT
COMPOUND
3 "3/0 AWC THWN ----........
. IlI6 Awe GRNO
IN 2" PYC fO ME fER
ON RACK(j)
1,2 '/1" PYC CONOuT FOR-
TELCO SERVJ<:E. EXTEND
TO EXISTINC TELCO SOX
LOCATED INSIDE COIAPOUND,
APPRO x 60' NOR TH OF
TERMINAT'9!I POINT ON
SHEL TER \!)
fUTURE GENERATOR-
ON 6'XI2' CONe PAD
NEXTEL~
EQ\;IPI,4(,NT ______
SHEL TER
11.~'X20' @)
TELCO SACKSOARO-
PROYIO€D WITH
SHEL TER QXD
~ EXISTING DIRT DRIVE ~
EXISTING UTILITY
POLE NEXT[L POWER
SOURC~
,\.
,/
,/
EXISTING ACCESS DRiVE
EX IS TING 16'
ACCESS GATE
-0-
~XiSTING TREES
~ ~O REMAIN
EXISlING TREES ~
TO REMAIN ~
EXISTING TELC'O BOX~
(TELCO SOURCE'
- 'T- - 'T-
EXISTING ~
UTILITY POLE
(T~PI
'"
I
I
I ...-T-
iL
II
II
'I
I I 3"3/0 AWO THWN
I "lI6 AWC GRNO
I IN 2" Pvc TO !oITS IN
SHEL TER I
r-
lLT-;--T
EXIS TiNG SPRIN T
EQUPMENT PAD WI
CABINETS
EXISTING T-MOBILE
EQUIPMENT PAD WI
CABINE TS
CINGUL AR
EQUIPMENT
SHEL TER
PROPOSEO POWER CO,
METER AND SERV I CE
01 SCQNNECT. lo()UNTED
ON RACK, SEE DETAIL
TH I S SHEE T CD
o
EXIS TlNG
WAVEGUIDE
BRIDGE (TYP.)
EXISTING
CH"N LINK FENCE
EXIS TlNG VERIZON
METER ON
UTILITY POLE
EXISTING T-MOBIlE
ME TER AND DISCONNEC T ON
UTIlITY POLE
COMPOUND DEI All NOTES:
(j) t~~b~fs2p0rt\~~E~oS~~U~~~Y l~ASm~Dp~ty~~~A"8.Eo~01'1f pTu\\CO . POWER
LINE TO BE INSTN.lED AFTER USING A BRUSH MANDRIL IN CONDUITS CAP CONDUITS
UNTIL READY TO TERMINATE
o ~it~TiH~O~~~~ ~~~~~0~~~Eu9R~~Jj~L TER COORDINATE MOUNTING
Q) g~N~~JfR T~nf~ JH5SEW ~LpR~~RIW E B~A~~ ~E8A NRI~ %~'DfH~ t~:SR(R0~~;0~NCg~~N
AlL SURf ACES Of EXCESS MATERIAL SLEEVE THROVCH WN.l fOR UT!l_IT~S, SLEEVE
SIZE SHALL BE NO MORE THAN I" DIAMETER LARGER THAN CONOUIT OR CABLE.
CD ~~~~Nlft';~~;;~IJJ"~~~V~~O~?TE~ ~'1..~tEl TER TERMNATE FEEDER AT MTS
@ SHEl TER IS PRE-w'RED AND COMES COMPLETE WITH PANEl, SlRCE ARRESTDR, LIGHTING,
RECEPTACLE, HVAC AND GROVNDING, AlSO INCLUOED ARE N.L AlAR,,",S AND ASSOCIATED
E QUIPME NT,
@ COORDI~ATE INCO,,",ING SERVICE WITH 8ACKBOARD LOCATION.
(j) ~~~0'NS~,ip60~~INATE AT THE PROPOSED SOURCE' TElCO BOX lOCATED ON UTILITY
GENERAL NOTES:
I, APPLY FOR UTILITY SERVICE <TELEPHONE AND ELECTR!Cl NO LATER THAN THE NEXT BUSINESS DAY
FOLLOWINC AWARD Of CONTRACT. COORDINATE WITH ELECTRIC UTILITY COMPANY FOR EXACT
TRANSFORMER OR POLE lOCATION, METERING REQUIREMENTS, AND SERVICE ROVTING COORDINATE
WITH TElEPHONE UTIlITY COMPAN~ FOR EXACT TElEPHONE REQUIREMENTS AND ROUTING Of SERVICE.
2. PRIOR TO SiTE EXCAVATION, VERIfY lOCATiON Of N.L BI,;RIED UTILITIES
J. SEAl AlL CONDUIT PENETRATIONS INTO BUILDING IDOWNLEA<DS, PQWER CONDUiTS, TElEPHONE
CONDUIT INSIDE AND OUTSIDE Of BUILDINC
. CONTRACTOR SHALL COORDINATE TRENCHING ACTIVITIES WITH EXISTiNG UNDERGROUND
SYSTEMS. All NEW UNDERGROUND SHALL BE BURIED TO A MINIMU,,", OF 30" BfG
I 1 r 30" MINIMUM " " '
II to2 AWG BARE, TINNED,
\~. I - ~ SOLID COPPER CONDUCTOR,
\ ExTERIOR CROUND RINC
'- ELECTRIC SERVICE IN 2" SCH. 40
PVC CONDUIT TO ExTEND TO H-FRAME
RACK COORDINATE ExTENSION WITH
LOCAl UTILITY COt.4PAN~
WALL ELEVATION UTILITY SERVICE DETAIL
12",12",4" PVC ~NCTION
BOX NEMA 4 RATED, MKJUNTED
TO WAlL SLEEVE CONDUiT THRU
TO TElCO BACKBOARD
APPRQX 18" AfG
eFCI
RECEPT ACLE
120V.l20A.
30" MINIMUM
1212" PVC TElCO CONDvIT. CONOUIT
TO EX TEND TO TELCO BOX ON
H-FRAME RACK COORDINATE
ExTENSiON WITH ~'II'I
LOCAL UTlIT~S I
IIII
\: iI)
NOT TO SCAlE
POIIER CO METER PROViDED AND INSTAllED BY
POWER CO UTILITY APPROVED BACKeox PROVIDED
AND INSTN.LED BY THE SUB-CONTRACTOR
COORDINATE REOUIREMENTS WiTH THE URITY
COMPA<NY,
2" Res WITH J <*3/0 AWG THWN
METER BONO & DISCONNECT
BONO, to2 AWG BARE, TlN~D.
SOLiD COPPER
[]
CONDUIT BODY INTO WAll.
SLEEVE THRU WALL
TO MTS APPR'OX 62" AFG
o
. .
~ROPOSED SERVICE H-FRAME RACK
SURGE SUPPRESSOR, BY SUS-CONTRACTOR
SIZE PER EOUIP SUPPLIERS RECOMMENDATIONS
SERVICE ENTRANCE CIRCUIT BREAKER
2P,200 AMPS IN A NEMA JR ENClOSVRE
EXPOSED CONDUIT; Res
#4 AWC SERVICE CRD iN \" PVC
to2 Awe BARE. TINNED, I
SOLID COPPER METER II fl
AND SWiTCH BONO J) L
2" pvC WITH
3#3/0 AWG THWN
SERVICE ENTRANCE GROUN/ : "310 AWG THWN ~
ROO, 5/8" , 10' COPPER 1 ..e AWG GRND IN
GROUND ROO 2" PVC TD SHEl TER
TYPICAL SERVICE RACK RISER DIAGRAM
NOT TO SCN.E
EXISTING SERVICE AT CLOSEST AVAILABLE
UTILITY SOVRCE APPRO X 120' TO THE
NORTH AT EXISTING POIIER POLE
JJ "3/0)
120/240V, SINGLE-PHASE, 200 AWf' ElECTRIO METER
FURNISHED BY UTILITY COMPAN~ AND INSTALlED BY
THE SU8-CONTRACTOR COOROt<ATE REOUIR!:MEN1S
WITH THE UTILITY COMPAN~
BOI\O CON~UCTOR TO GROUND RING AND SERVICE
GROUND (VERIfY WITH U1t.ITY COMPANH #2 AwG
~ SOLiD BARE TlNNEO COPPER
I ~'2D/24DV DISCONNECT MKJUNTEQ ON H-FRAME RACK
2P,200 AMP, FUSED AT 200 AMPS
3 <*3/0~
IN 2" PV.C _ __________
RGS NIPPLE
SERVICE GROUND\
<l4 Awe .~
3 <*3/0 & l..e GRD
IN 2" PVC CONDUIT
GENERATOR RECEPTACLE fURNISHED
WITH SHELTER AND INSTN.LEO UNDER
THIS C'ONTRACT
MANI,;Al TRANSfER SWITCH
-PANELBOARD
ONE LINE DIAGRAM
NOT TO SCN.E
1- EQUIPMENT LOCATED WITHIN DASHED LINES
_ ~T IS NOT IN THIS CONTRACT AND IS SHOWN
FOR INfORMATION ONLY
NEXTEL CORPORATION
4710 EISESHO'WER BLVD_
BLDG, D-I
TAMPA" FLORIDA 33634
(813) 806--4000
BIRD LAKE
SITE No, FL--3412-B
I O,A, TEDEC(M8(R 13,2005
RtVISIQNS
NO
1
OA.TE
iSSUED FOR CONSTRUCTION
2
3
4
5
6
..
:: KC]
.. _ TECHNOLOGIE
F'LORlDA lJCESSE ,va,: EBo<m890
KCI TECHNOLOGIES, INC,
10150 HIGHU\NO MANOR DRI~
SUITE 120
TAMPA. flORIDA 33610
(813) 740-2300
LUiS Q, VARGAS JR" P.E_lJCENSE .va. 52
THIS DRAWIN(; IS COPYRJ(;HTW NolO ,
PROPERTY Of NEXTEL SOUTH CORPO
iT is PRODUCED SOUL'( FOR USE B'
N[xTEL ,A,N() ITS foiFIlIATES, REPROO
OR USE Of THIS DRAWINC lIND/OR T'
A.TION CONT.6U:O IN IT is FORBOOEN
THE WRITTEN PERMISSiON Of N(XTEL
SOUTH CORPORATiON
I SITE NAME
BIRD LAKE
I SITE NUM8(R ,
FL-3412-B
I SHE ADORESS
38122 HENRY DRIVE
ZEPHYRHILLS, FLORIDA 33!
(PASCO COUNTY)
'..s.tifET TITLE
WfR ANu TELCO PLA
10054100A8
GROUND ROO
IrYP'
FENCE BlOND
CONDUCTOR
FENCE BOND -
@TYP.
TES T INSPECTiON
PiT <T'YP OF 21(2)
FENCE 8ONO _ X
CONDUCTOR
FENCE BOND -
X
FUTURE GENERATOR
ON 6'XI2' CONC PAD
x
X
EXISTING T.MOBH
EOVIPMENT PAD WI
CABINETS
SERVICE GROUND CONDUC T OR
"2 AWC BARE, TNNED SOliD COPPER
INS T "'"LEO IN I" PVC
~~ ~&~\6~RVcr
SERV1CE ENTRNiCE
GROl.NO ROO
/
/
/
/ --1/
/
/
/r
x
x
PROPOSED SHEl T ER GROuND (j)
RIND' "2 AWD B~.A. TJ!'NEO, '
SOUl COPPER COI'lUV<. T OR
x
FENCE BONO CONOVCTQR
"2 AWC BARE, TNNEO,
SOliD COPPER
CONDUCTOR ITYPl
FENCE BONO <T'YPI
SEE OET AI. THIS SHEET
GROUNDING PLAN
SCN.E AS NOTED
~
EXISTING VERIZON
METER ON
UTILITY POLE
EXISTING T.Il<)BIlE
METER AND DISCONNECT ON
UTILITY POlE
;f:"
EXISTING BElL SOUTH
U n.1 T~ POlE
FENCE POST
EXOTHERMIC WElD
COLD GAL V ANIZE
AF T ER COOLING
FINISHED GRADE
1'-0"
MAX IMUM
,., '( ',r ,
'.".I..,.f.,'..
,,1,'.["
...' (.., I,'. "
:.:..:.,'..t<:
CONCRETE FOOTING
FENCE BONDING DETAIL
NOT TO SCAlE
6
FOR 24".~6" ORAWINGS
GRAPHIC SCALE) 1/4" . "-0"
FOR I,"xU" ORAIINCS
GRAPHIC SCALE) 1/8". "-0"
---
GENERAL GROUNDING NOTES
I INSTAlL GROUND RING 2 FEET OUTSiDE Of BUILDING FOUNDATiON AND 30 INCHES
BELOW GRADE (COORDINATE WITH CONSTRUCTION MANAGER! GROVND RINC
CONSISTS Of "2 AWC SOliD BARE TINNED COPPER
INSTN.L GROUND RINO BEFORE THE BUILO(NO IS SET MA<NT/oJN CONNECTIONS TO
THE 8UILDING AND TOWER AT N.l TIMES
VERIFY EXiSTING FENCE BONO TO THE EXISTING TOWER EGR PROVIDE FENCE
BONDING TO RING IF NONE EXISTS. USE #2 AWG BARE, SOLID, TINNED COPPER
CONDUCTOR, EXOTHERMICAlLY WElDED TO UNDERGROUND RING.
EXOTHERMlC WELD All CONNECTIONS TO BURIED GROUND RING WITH TEE
WElDS USE SHORT RODS WHERE STANDARD CROUND RODS ARE NGT USED
SEE CABLE TO CABLE DETA<L.
5. COORDINATE WITH OWNER AND NEXTEl ANY BOND(NG TO EXISTiND EXTERNAL
GROUND RING IEGR!, FENCE, OR OTHER OWNER STRUCTURES OR EOUIPMENT
M.'I<E N.l GROUNDING CONNECTIONS AS SHORT AS POSSIBLE MINIMUM BENDING
RADIUS IS B"
7. CLEAN AlL SURf ACES AND BRUSH WITH BRONZE BRUSH PRIOR TO M.'I<ING GROUND
CONNECTIONS, PA<NT ALl EXOTHERMIC WElDS TO GAlVANIZED 08JECTS WITH
GN.VAHZE PA<NT USE NO-OX COMPOUND WITH METN. TO METN. CONNECTIONS
B. PROVIDE A 002 AWG SOliD TINNED COPPER CONDUCTOR FROM THE SECTOR BeSS
BARS TO TOWER CROUND RING (NOT SHOWN). EXOTHERMICN.l Y WElD AT EACH
EI\O GROUND lEADS TO FOLlOW COAXIAL CABLE DOWN TOWER
9 ~~Oj~~E~C~~N6<},~T~Nt'J3 f~mE~ (~R~~~ ~~BFG! BONDING CONNECTION
10 INSTN.L ~" , 10' COPPER CLAD GROUND RODS IN lOCATiONS SHOWN DISTANCE
10'.0" ~INlMUM TO 15'-0" MAXIMUM BETWEEN RODS
11 BONO AlL WAVE CUDE POSTS TO RESPECTIVE GROUND RING ITOWERISHEl TER) uSE
"2 AWC BARE, TINNED COPPER, USE EXOTHERMIC WElD FOR CONNECTiONS TO POSTS
12 ~3~ NTl~~AlcS~~RP~Ot~E6~oG~g~~~A~?g~ V61N~E~,~~THERMIC WElD
13 BONO AlL FENCE POSTS WITHIN 6' OF EQUIPMENT SHELTER TO CROUND RING
14. All WAVGUIDE SECTiONS SHAlL BE OONOED
15 GROUND RING MUST BE INSPECTED B~ CONSTRUCTION MANACER PRIOR TO BACKFill PROVIDE
24 HOURS NQTCE
16 BONO AC UNiTS, GPS ANTENNAS, DOOR FRAMES, METN. STA<R, HANDR/oJL, ~ISCEllANEOUS
METN.LiC EQUIPMENT AND MISCElLANEOVS LifTING HOOKS TO GROUND RING EXOTHERMICAllY
WElD CONNECTiON TO GROUND RING CONNECTKlN TO LIFTING HOOK(S) SHN.l BE M;>DE AT THE
AXLE BAR WITH AN APPROVED GROUNDING CLAMP,
17. CONTRACTOR SHALl PLACE (21 TWO TEST INSPECTiON WElLS AT SHElTER GROUN~ RING WHERE
ABLE, ONE TEST WEll SHALL BE PLACED BEHIND THE SHELTER, AND ONE IN FRONT Of THE SHElTER
TO ONE SIDE OF THE STOOP, WHEREVER SiTE CONDITIONS PREVENT A TEST WElL FROM BEING PLACED
BEHIND THE SHELTER, A TEST WEll SHAlL BE PLACED AS CLOSE TO THE REAR OF THE SHElTER AS
POSSIBLE N.ONC THE SHORT WALL TEST WELlS SHAlL BE PLACED CLEAR OF ALL ICE 8RIDCESAND
OVERHANCI!-IC EQUIPMENT.
18, ROUTING OF COND<J;T, FEEDERS, AND LOCATION OF UNDERGROUND HARCWARE ARE SHOWN FOR
CLARITY AND OIACRAMMATlC PURPOSES OM. Y. ACTUN. lOCATION SHALL BE ACCESSIBLE AND
ADJUSTED BASED ON FiElD CONDITIONS
GROUNDING PLAN NOTES:
CD
TOWER GROUND RING AND SHELTER EXTERIOR GROUND RINC CONTRACTOR
SHALL CAREFULLY EXCAVATE FOR INSTAllATiON TO AVOID EXISTING UNDERQROUND
SYSTEMS WHICH MAY BE PRESENT COORDINATE All UNDERCROUND INSTAlLATiON.
VERIFY SIZE, LOCATION AND DEPTH OF EXISTING TQWER RING.
"2 AWG BARE, SOLID, TINNED COPPER CONDVCTOR FRO>ol THE MA<N GROUND BAR
(MCS) TO THE EXTERIOR GROUND RJNC. CONNECTION WITH [XOTHtRt-AIC WElD
o
0)
o
0)
@
CD
@
@ ~J~'t~~~~~ f6THi~E T::TE~~6~ T~~8kI'l-EL ~~H~~~~~PSTBR"uT:~1C)
@ ~~~~',g~ ~T~~~EB8~6'16RE~~R~~TEG~o"U9.."bNT~~G'N PROPOSED MtTER CENTER ON RACK.
@ NOT USED
@ WAVEGUIDE POST BONDING. 002 BARE, TINNED, SOliD COPPER ITYPICAl All POSTS)
@ GROUND KIT CONNECTION TO COAXIAL CABLE GROUND TO WAVEGUDE MOUNTED GROUND BAR,
@ GROUND GPS MOUNTS TO GROUND RIND
@ ~J~~iO~NMtkNOU~J'UR~&BAR, EXTEND "2 BARE, TINNED. SOLID COPPER CONDUCTOR TO SiNCLE
MGB MOVNTED TO WAVE GUIDE DRECH Y OPPOS1TE MICROflECT PORT
PROVIDE GROUND KIT CONNECTION TO OUTER CONDUCTOR OF CCAXIN. CABLE PRiOR
TO ENTRANCE TO EQUIPMENT SHELTER TYPICN. OF N.l CABLES
BELOW GRADE CABLE TO CABLE GROUND CONNECTION SEE DET AlL ON SHEET E'
BONO MISCEllANEOUS METAL TO GROUND RING IF CLOSER THAN 6'-0" TO RING CONFiRM
WITH NEXTEl CONSTRUCTiON MANAGER PRIOR TO CONNECT:NC
TEST/lNSPECTiON PIT. SEE DET;JL ON DRAWING E4,
"2 AWG BARE, TINNED, SOliD COPPER TO SHElTER CORNERS I TYPICAL 4 PlACES)
BIRD LAKE
SITE No, Flr-3412-B
IOATE:DECEMBER 13,2005
REVISIONS
NO.
1
DATE
ISSUED FOR CONSTR1.JCTION
2
3
4
5
6
.
1~~ - K C ~
~ _ TECHNOLOOl~
FLORIDA UCENSE YO.. EB0004898
KCI TECHNOLOGIES, INC,
10150 HIGHlAND MANOR DRIVE
SUITE 120
TAMPA, FLORIDA 33610
(813) 740-2300
LUIS Q. VARGAS JR" P.E, UCENSE ,va. 521:
THIS DRAWINC IS COPYRICHTED AND IS
PROPERTY OF NExTEl SOUTH CORPOR
I T IS PROOUCE D SOtE L Y F OR USE BY
N(XTEL /1M) ITS AHt.IATES, REPROOU
OR Us( OF THIS DRAWINC /lM)IOR TH
ATlON CONTAI!'.{O IN IT IS FORBOOEN
THE WRITTEN PERMISSION OF N(XTEL
SOUTH CORPORATION
I SITE NAME
BIRD LAKE
I SITE NUMBE: R
FL-3412-B
I SITE ADDRESS
38122 HENRY DRIVE
ZEPHYRHILLS, FLORIDA 3354
(PASCO COUNTY)
ISHEE T TITLE
r-,
. \GROUNDING PLAN
10054100AB
ANTENNA C'8LE
(ACTUAl NUMBER
AS REQUIRED I
WAvE GUIDE POS T
c
[
'/," S T A<NLESS STEEL
THRE AD[Q ROO
ANDREW GROUNDING CABLE
(TYPICAl EACH ANTENNA
CABLE>
W AVE GUIDE MOVN TED GR O~ND BAR
PLATE SUSPEND BElON lOWEST ROW
Of ANTENNA CABLES. LOCATE WITHIN
2'-0" OF CLOSEST POST AT END
~U~~Cpl~rAt T~~~~D JOt'8 ~ebic,E~t-~~~~DS
BEfWEEN GROUND BAR PLATE AND WAVE GVIDE
POST
~EXOTHERMIC WELD
FINISHED GRADE ~WAVE GUIDE POST BONDING
CONDUCTOR TO [QU(PMENT
P AD GROUND RIND
BOND BOTH SIDES OF
, , DOUBLE POS TN AVE GUIDE
'(
ELEVATION
DRill WAvE GUIDE GRATING IF REOUIRED
TO ALLOW INSTN.lATON OF STA<NLESS
STEEL THREADED ROO,
WAVE GUIDE GRATlNC~
,/," STA<NLESS STEEl
THREADED ROD
(nPICN. EACH END
OF GROUND BAR PLATEI
FENDER WASHER
(TYPICAL)
TONARD EQUIPMENT
L~'HENNA CABLE
A"fORE 'N CROUND~NG
CABLE
W AVE GUIDE MOVNTED
COPPER GROUND BAR PLATE
NUT AND lOCK WASHER
CO~BINATION ITYPICAl)
LENGTH AS
REQUIRED
SECTION 'A-A'
DETAIL A
WAVE GUIDE MOUNTED
GROUND BAR PLATE INSTALLATION
NOT TO SCN.E
GROUND BAR
~ 1''' (T YPICAL)
I
I
12"
A
1
~ 0
\ ji
\..- U " HOLES FOR
9:' DIAA4ETER BOL TS
AlL HAROWARE TO BE
ST A<NLESS STEEL
-TIF
ELEVATION
NOTE'
CONTRACTOR SHAll FiElD DRill HOUS
AS REQUIRED TO MATCH LUC OIMENSONS
AI\O NUM8ER Of CONNECTIONS FiElD
COORDINATE WITH CONSTRVCTION
MAN AGE R
SECTION 'A-A'
DETAIL B
ANTENNA GROUND BAR
NOT TO SCALE
~." HOLES FOR y,"
DIAA4E TER BOl TS. AlL
HAROWARE TO BE
ST AJ"'lESS STEEl
.'c
I
(TYPiCAl)
o 0 0
o 0 0
24"
,V,~ ~PUNTING HOLES
FOR i't" DIAMETER BOLTS
ELEVATION
[IT:
seCTION 'A-A'
DETAIL C
WAVE GUIDE & MAIN GROUND BAR
N()fE /fOT 1"0 SC.ALC
CONTRACTOR SH.ALL fELO DR1ll HOLES ..ss REQtJIRED TO MATCH LLK; DIMENSIONS
AND NUt.4BER: Of CONt€CTON$. FiELO COORDINATE WJTroI CONSTRUCTION
COORDINATOR
GROUNDING C ABL E
STAJNLESS STEEL
HARO W ARE
~~t~DING __
FlAT WASHER
ITYPICAl)
r--TWO HOLE COPPER TERM~Al
/ .I GROUND BAR PLATE (MCB, AGBI
A /
/
o
c
o
ELEVATION
TWO HCU COPPER
TERMINAL (SHOWN
AS BACK TO BACK
CONNECTION)
~ GROUND BAR PLATE
NVT (TYPICN.l
BELlEVILlE WASHER
( TYPICAl 1
FLAT WASHER
I TYPICAl)
seCTION 'A-A'
NOTES'
"DOVBlING UP' OR 'STACKING' Of CONNECTiONS IS NGT PERMlTT[Q
OWE ' INHIBITING JOINT COMPOUNO TO 8E liSED ON All CONNECTiONS
BACK TO BACK CONNECTIONS SHAlL BE USED ONL ~ WHEN NUM8ER
OF CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER Of AVA<LABLE SPACES
. FOR LUG TO STEEL - INSERT LOCK WASHER BETwEEN lUC . STEEl.
DETAIL D
TYPICAL GROUND BAR PLATe CONNECTIONS
>lOT TO SC"-E
~... AWG' TNNED, COPPER,
I SOUD WIRE
cli ~
I/i'MIN., I I \,: 1"~ '/," 1..1 I I
()4'" MAX ,..f-----i-- " ,/ ,-t--------i-- 1/.. M1N
\ / ~'" MAX
'~EXOTHERMIC NElD
SEE DET A<L THIS SHEET
PARALLel EXOTHERMIC WELD
NOT TO SCN.E
IIf GROIJND ROO NOT USED)
EXOTHERMIC WELD
CONNECTION (TYP)
r FINlSHEO GRADE
'-24" (MINIMUM)
r,30" (MAXIMUM)
~ r
, CABLE TO CABLE
CONNECTION
(PARALLEL
EXOTHERMIC
WELD)
Y, x 10 - 0' GROUND ROO
SHEL TER PAD
OR TOWER GROIJNO
RING
DETAIL F
BELOW GRADE
CABLE TO CABLE CONNECTION
NOT TO SCAlE
5" DIAMETER SCHEDULE
4D PVC WITH 5" CLEANOUT
PLuG AND CLEANOUT
ADAPTOR FITTING.
COAT P1.VC THREADS WITH
ANTI-S[IlE lUBRK:ANT
PRIOR TO INSTAllATION
6"
DIAMETER
15" "2 AWG PICTAJL
EXOTHERMIC WHO
CONNE C T KIN
FOUNDATiON
GROUNO RING
DETAIL E
INSPECTION /TEST PIT DETAIL
NOT TO SC.......E
BIRD LAKE
SITE No. FL--3412-B
I DATE:DECEM8ER 13,2005
REVISIONS
NO. DATE
1 ISSUED FOR CONS TRVC TIO~'
2
3
4
5
6
~
~
..
..
~
..
~
---
KC]
I SI TE NAME
BIRD LAKE
I SITE NUM8ER
FL-3412-B
I SHE ADORE 55
38122 HENRY DRIVE
ZEPHYRHILLS, FLORIDA 335
(PASCO COUNTY)
L ~'iEE T TITLE
NUMBER
\ L
I~l~' ~t-4
II- lQ05~100A8
PROJECT:
O\v'NER:
LIGHT\v'EIGHT SHELTERS
NEXTEL COMMUNICATIONS
NATIONAL PROJECT
MANUFACTURER
MODEL
XTERIOR rACE MATERIAL
SIDING
5424.1
FLORIDA APPROVED COMPONENTS
FLORIDA APPROVAL It
LOCA TION:
STONErLEX URP, LTD.
VARIOUS
SITE # TBD
SHELTER SIZE
MODEL
NUMBER
XPN12209/NR-130C-AGGR
XPN12 209/1F R-130C - AG GR
XPNIZ209/2FR-13OC-AGGR
PN12209/2fR/UNI-130C-AGGR
XPNI0209/NR-130C-AGGR
XPN102091 lFR-130C -AGGR
XPN10209/2fR-13QC-AGGR
XPN10209/2FR/UNI-l3OC-AGGR
REVIEW DATE: ,I, [/ ~\..,
ClTYOFZEPHY~ [~(}..~ F'\
BUILDING OFFICIAL~ D
APPROX.
W'EIGHT :t5;/'
10,500 LBS.
16,250 LBS.
19.750 LBS.
11,750 LBS.
10,000 LBS,
15,000 LBS,
17,500 LBS.
16,600 LBS.
RA TING
NON-fR
1 HR FR
2 HR fR
2 HR FR
NON-FR
1 HR fR
2 HR fR
2 HR fR
DOOR
HOLLOW' METAL
DOOR/fRAME
DM SERIES DOORS
ME SERIES fRAMES
12' x 20'
CECD
4553
W'INDSOR REPUBLIC DOOR, INC.
3101.2
10' x 20'
MANUFACTURER: PRECISION QUINCY CORP,
1625 'W, LAKE SHORE DR,
'WOODSTOCK1 IL 60098
LABEL AND DATA LOCATION:
PQ LABEL -ON THE ACCESS DOORJ INSIDE THE BUILDING
STATE ~ DATA PLATE - ON THE LOAD CENTER
Plan Design # 05-0835
Date October 14, 2005
Approved By Andrew R, Carlson
Modular Buildings Plans Examiner
Florida License No, SMP-0000032
SERIAL NUMBER: TBD
APPLICABLE CODES,
2004 FLORIDA BUILDING CODE
2004 FLORIDA MECHANICAL CODE
2002 NATIONAL ELECTRICAL CODE
CAPACITY' /
W'IND LOAD CAPACITY - 130 MPH
EXPDSUREI C
IMPORTANCE FACTOR. 1.0
BUILDING CATEGORYI II
INTERNAL PRESSURE COEFICIENTI +/- .18
COMPONENTS AND CLADDING LOADINGI
ROOf" ZONE 11 +33.6 PSF, -36.8 PSF'
ROOf ZONE 21 +33.6 PSF, -43.1 PSF'
ROOf ZONE 3. +33.6 PSF, -43.1 PSF
"ALL ZONE 41 +36.8 PSF. -39,9 PSF'
"ALL ZONE 51 +36,8 PSF, -49.2 PSF
FLOOR LIVE LOAD CAPACITY - 225 PSF'
SNo" LOAD CAPACITY - 80 PSF'
OCCUPANCY/USE. B
CONSTRUCTION TYPE' V-B
EXTERNAL "ALL F'lRE RESISTACE RATINGI 0,1 DR 2 HR
MINIMUM SETBACKSI GREATER THAN 10' FROM COMMON OR
ASSUMED PROPERTY LINE.
t:m.E..S
1. BUILDING NOT INTENDED FOR HUMAN OCCUPANCY,
2, THIS BUILDING SHALL NOT BE LOCATED ON PROPERTY
"HERE ACCESSIBILITY IS REQUIRED.
3, PLUMBING FACILITIES ARE BASED ON LOCAL JURISDICTION.
4, BUILDING EXEMPT FROM ENERGY CODE - FBC 13-101.5.7(5)
5. PLANS COMPLY "ITH RULE 9B-72 (PRODUCT APPROVAL>
DRA 'WINGS
XP-N-00-03-FL PROJECT INfORMATION (REV, A - 10/12/05)
XP-N-OO-OO-7 CONSTRUCTION DETAIL (2 SHEETS REV, A - 10/12/05)
XP-A-00-00-8 OPENING DETAILS (2 SHEETS REV. J - 03/29/04)
XP-N-10-00-FL3 EXTERIOR ELEVATION (REV, A - 10/12/05)
XP-N-20-00-0 INTERIOR GROUNDING & CONDUIT DETAIL (2 SHEETS REV. J - 06/29/05)
XP-N-30-00-Q CABLE LAYOUT (REV. E - 04/30/04)
XP-N-40-00-Q VAC SCH. & VDC ALARM SCH, (3 SHEETS REV, K - 06/29/05)
XP-N-50-0Q-0 BILL Of" MATERIAL (REV, H - 08/18/05)
XP-N-60-00-0 LIFTING & FOUNDATION RECOMMENDATIONS (2 SHEETS REV. E - 05/24/04)
a~/~
---
...... listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following crileria.
IDRA'WINGS CAN ALSO BE MIRRORED I
Construction Type VB
Occupancy Ciass,flcation~
Allowable # of Floors 1
Wind VelOCity' 130 m.p.h.
Fire Rating (exl.walls) 0 1 2 hr.
Floor Load 225 p.s.f.
Date of Review October 14 2005
Manufacturer Precision Quine" COrD
High Velocity Hurricane Zone ...lliL...
CERTIFIED FIRE RATING DESIGN
CEILING/FLOOR - GA F'lL NO. FC 4503
(USED FOR 1 HR)
- oMGEA POlNT ASTM E119-00A CERTIfIED TEST
NO. 16556-112920 REVISION 1 JANUARY 10, 2003
(USED FOR 1 DR 2 HR)
- OMEGA POlNT ASTM E119-00A CERTIF'lED TEST
NO, 16556-117339 REVISION 1 FEBRUARY 25. 2004
(USED fOR 1 OR 2 HR)
"ALLS - 2 HR' UL DESIGN 423
UL DESIGN 425
- 1 HRI UL DESIGN 423
COMPlYWrm
~~~~l~~~ BUlLD~~
ELECTRiCAL, PLUMBING
MECHANICAL CODES.
fi?d
CUSTOMER'
ASSEMBl VI
TITLE'
DATE
DESCRIPTION
PRECISION QUINCY CORP.
1625 W'. LAKE SHORE DR,. IJOODSTOCK, IL 600~a
PHONE' 815 338-2675, FAX, 815 33a-2~60
NEXTEL STANDARD
XP SHELTER
PROJECT INFORMATION
IJRDER III DIJG II.
STD XP-N-OO-03-FL
SCALE.
1"=1"
SHEET
1 OF 1
,
L
4' TELCgJ
EXIT
ITI
..W"~"'\.
~
.
~
.
Iroo ~ "-,f
'I II
" 0 It
I! fl\ Ii
II~II
'. ..1
.114 "It
II II
" "
ii \ ii
ii ii
/
I
.
.
'T'
I \ 'p'
t. ~~LTERNATE
DOOR LOCATION
\V ALL
IIAII
I~"
lEI
.- ~ 1riiilr0 w
/ ~ CPTICNAL
I
,lB
./
@ \VALL
IIBII
DPT, \
~
-
~
~
\vAVE GUIDE LOCATIONS
\VALL IIA/I
\V ALL
\V ALL
\VALL I'DI'
HVAC LOCATIONS
\VALL
\VALL
II B II
IIC II
IIBI18/DII
liB"
2' INCOMING POIJER
L
1]0
FLOOR
-
PQ DOOR PLACARD~
@ \~
@)
22
OPTIONAL
LOCATIDN
o
PLAN
o
,_-.o~' ;~t';1'~ :~'1-.~.~.~~iI r ~ ;;!~f;~~~~",~:~~;;.~:~:~';:,1:~;~~:1~j)iit~;'li;~;~~~~:~.t,
. ;....fJ....~i.fl~; '.~'#;....~~'.r:7" .::t''i,.;_,~~:.';,,~''(!~s.~,';~;~'t~;/ ...i-.~
~t:~'~t ~ ,I,V E14 1,';.:1":" l:'''':~[''':/'' ~'~f:"j~ ~:', :i.";.~."\ ~.;t;~.~..~
".[",: ... t" I,.. . .;- r""~~"'~'~.lr ........ '~;. ......., ..~:.:~ ~~'. ~ ~~:..}..,....:"
:1. .I~~~":'I.. .. : :\..~r, ~": ~:.{~~~'~:~~::J..~~~::f(.;:~.~... ?.;~::.;,,:..~~~..l.~;:..~':~\:~!f-~":
~"""~""~'.";:"l "I""".J~. '-.. '~!"'<. ...,', ~
'. ..:...~.~... t.t'~1 ~'..;;" ~t;\.~.5r:-:'~1 ,,~'~";='.~ ,) ...~~~ ':--;.\.~...~~..f~~.~:i'.....:::~~~::\...j.;.~..,
: . ~~~.~.,~i..~~.~~~.c!~.1 ~;{ ~..t~: ~. ....~"!~:1::=-.;:1~.:'~;).~.~.;l.r~.. ~.-:...,J.~~~..: :if.i ..:.i;....~; j.
I f;~'~!-~~tl:tt~:~:}it~~1~~~~~~;{~~~\~]~t{~}:l~Tfi>. f:1~~~~/i~~f-
.~ 1: ;"~~ 31~--:.- .~..~.~...;'"-: :.;~:~ .)~\~:-:"f.~.~:.i;..$li..~ I...~.~~.~....~~.(~~: .i~;~!$.:.~:::.i.~:~~.
..: -"~t.';,l...;,;'!" ~.J'..~..."i,/)..;..~...i',.../j..\.:~:'i .:..}.....,...~,,~:.!.I. ,. t,.~.... C;~';r.1,;.1,. :.(..~.~~..,." '''1.
.. ..........'. ,....~.f-..}."...,..~<...1..i'.f'.....'.....,~.. ,.......,-::;...,......... I :...........
;;,: !,<...r;~i~i~.. ..~~~~~\}~~~)~.)~~ ~i~ ~;.{-:(.~~j;~.;:;~:.J ;~....,:.I..:;~~~.'i~/.itJ<~f:'~~"'.:: ".'~~Z;
. .. ,(:;'. ~.. -.' ...... c-. . .,- .... ~,,~- '''1' - . i .". 't"I~'..... . ....
F;. ;: ft'~'~;'~J.~ s1~ .~.:~~~~:c-'..f.:..7.;i...;:;s.:~:~:~;~.J~~:.l~~o;.~:-:~.~~..4::.~~ .~; ~~~''':L~ ~~.;~~:i
.. . - .. . -, . - ..--~'-" 1;---.... -., .' - -.... - .' . .. " .... ~ .
t. : ~~:.~ 'j!..~:.::'!I!'. ~,:......ti.~~ (,~~ i ;";\~':..I ~..!~..:...4"~.:., .~..~~~...:~ ..,:.~~~~:;#..,,~,;; ~,~,.~j~~
'p' 'BASE '01' 'BASE ID' 'BASE L'
PDIJER IJlOTH lO LENGTH
80.50 14D.63 136.11 243,25
80.50 14D.63 136.11 243,25
80.50 14D.63 136.11 243,25
79.75 140,63 136,11 243,25
80.50 122.63 118,11 243.25
80,50 122.63 118,11 243,25
80.50 122,63 118,11 243,25
79.75 122.63 118,11 243,25
/'~v:::: 'p-
I tl~
( ~. ~
NOTES, '-
1. ALL PENETRATIONS IN BUILDING ENVELOPE ARE SEALEDJ
IJINDOIJS AND DOORS IJILL BE CAULKED, IJEATHER-STRIPPED. OR
GASKETED.
ON la' IJIDE BUILDINGS
AlC IS LolJERED AND
;-GROUND BAR AND IJAVEGUIDE
/ ARE MOUNTED ABOVE A/C,
..... /
I'
~n. I 81
.
~, r
~ ~
L---- ~
I
,L,@
~
0)
..
I-@
OPT IONAL
'BASE Ill"
'BASE 'W'
\V ALL "DO
DPT, Y
I
-
- J
SHEL TER SIZE MODEL
- NUMBER
0[ ]J:> XPN12209/NR
"W' 12' )( 20' XPN12209/1FR
XPN12209/2FR
n. XPN12209/2FR/UNI
XPN10209/NR
XPNI0209/1FR
CC la' )( 20' XPNI0209/2fR
,---, XPN10209/2fR/UNI
IJlOTH
139,00
140,25
141.50
140,00
121.00
122,25
123,50
122.00
"'- -n
'L'~
~~LTERNATE
DOOR LOCATION
....... Listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
Construction Type VB
Occupancy Classlfication~
Allowable # of Floors 1
"'"nd Velocity 130 m.p.h.
Fire Rating (exl.walls): 0 1 2 hr.
Floor Load 225 p.s.f.
Date of ReView' October 14 2005
Manufacturer PreciSion QUincy Corp
High VelOCity HUrricane Zone .l!L
DOOR
\VALL
\V ALL
LOCA TIONS
CST ANDARD)
CAL TERNA TE)
"D"
NA"
fPd
CUSTOMER'
ASSEMBL Y,
I I
I REV, I DESCRIPTIDN
I ACAD #, XPNI000fL3 I PLOT SCALE'
I
BY I DATE
AC IDAm 10/12/05
TITLE.
1=64 I BY,
STONEFLEX AGGREGATE
JSTr1<E FINISH -
J
\ .
T
\ 'BASE L'
~GROUND EXIT BELDIJ ALL
CABLE ENTRY LDCATIONS
\VALL IIC"
STANDARD SIZE LIST
''01'
'H'
'T'
'L'
LENGTH
241.13
242,38
243,63
242.13
241.13
242.38
243,63
242.13
HEIGTH
124..50
128.75
128.75
128,75
124..50
128,75
128,75
128,75
TELCO
66,50
66,50
66,50
66.50
66,50
66.50
66.50
66.50
p=
I
fA~
,()-'\~(
PRECISION QUINCY CORP,
1625 'wi, LAKE SHORE DR.. 'wIOODSTOCK, IL 60098
PHONE' 81:1 338-2675. F'AX, 815 338-2960
FL3
SHEET
1 OF 1
STANDARD
XP SERIES
EXTERIOR ELEVATION
ISc3/ 16 II _110RDs -f'D ID'wI\'p N 10 00
r---
rl
II z
II E3.
IJ ~x
II a.'
II a
4
L___
[][J
NOTES.
1. HALO GROUND SHALL BE lI2 A'w'G STRANDED GREEN
COPPER 'w'IRE.
2. MASTER GROUND BARS SHALL HAVE 20' (Jf' 112 A'w'G
SOUD TINNED COPPER ....IRE CAD 'w'ELDED TO THE BOTTOM
OF THE BAR.
3. ALL BENDS MINIMUM 8' RADIUS.
4, APPLY ANTI-OXIDATION COMPOUND TO ALL CONNECTIONS.
5. 3/4' SCH. 40 PVC CAST AT 45. ANGLE.
6. ALL GROUNDING 'w'IRES FOR HVAC GRILLES, BOXES
LARGER THAN 4X4, DOOR. CABLE TRAY PLACE ON
STANDOFFS, IF NECESSARY, TO ALLO'w' FOR PROPER
INST ALLA TION.
8, SHARP BENDS IN GROUNDING CONDUCTORS SHALL BE
AVOIDED 90. BENDS SHALL NOT BE USED,
9, ALL GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT
AS POSSIBLE. THE SHORTEST PRACTICAL ROUTE SHALL BE
CHOSEN 'w'ITH THE LEAST AMOUNT OF' BENDS AND SPLICES.
10. ALL CONNECTIONS TO GROUND BARS SHALL BE 'w'ITH A
2-HOlE LUG UNLESS OTHERIo'ISe: SPECIFIED.
11. ALL SOLID '-'IRE SHAll USE A 2-HOLE lONG BARREL
LUG.
12. REMOVE ALL PAINT BENEATH THE SURFACE OF GROUND
LUGS.
13. GROUNDING OF CONDUIT TOGETHER 'w'ITH 116 AIo'G AND
THE APPROPRIATE SIZED ....EAVER CLAMP IS OPTIONAL
tfJo
~
j ::::::::l i ~ nlHlll1 ~
i;::::::ill :::::::::::
i ;;:UI::I i i ::::::11: i
i::::::::ll it:::::::.i
~ :::;;::: Iii J:::;: J: I i
.. ........... " , ".iw",_".... .._,,,.i.,,,.,,,.i,,,
1"",,,,,1
i ;;: 1:: ::: ~
i ;:::n::t i
i:::::t::li
in::::::l i
,.."";.,,, ,,,,.i..,,
~~~~b
.. .. .. .. ..
.. .. .. .. ..
. 'r"'''''' T" "
1::::::=::1
j;:::::::I:
i::::::::li
! :::lnnl!
.., """'"''T'''''''''
'::::::::11
j :n:::::1 i
~ Ill: Ill: I ~
i ::::::::1 i
:""",,,i 0
" :::::i
o
II II
II II
II II
II II
II II
II II
II II
II 01 I
II II
II II
I !i :!
II II
ollL_-_-_-_-_-_-J
!IlII
m
.
~--:-:-1
Il~ I
if I
--"" I I
fr--
J SEE SHEET 2
I SEE SHEET 2
REV, DESCRIPTION
ACAD #1 XPN20000J PLOT SCAlEI
1=48 REQ,BYI
#6 OR #2 A\tG
(GREEN) COPPER
STRANDED \tIRE
LUG. 2 HOLE
....
I
I
I
I I
L::____::J
~
U 4' MAX
-b-
.
0C1' aJ<ILllT
!II
#2 A\tG (GREEN)
COPPER,
STRANDED \tIRE PRIMARY GROUND BARI
#6 A\tG (GREEN) METAL ENCLOSURES
COPPER
STRANDED \tIRE LDCK\tASHER
ANY ENCLOSURE REQUIRED--"""'"
LARGER THAN
4'x4' BOX
DETAIL #1
DETAIL #2
#6 OR #2 A\tG STRANDED TO
A F"LAT SURFACE
46 STRANDED TO BOX
J=::::::::I
i:::::n:li
i::tu:::Ii
;::::::::Ii
,i.."" ,A,
c{1? [)O
[3
>ttffi
o
...... Listing Agency Approval
~ PYRAMID1, INC.
D
These details ha ve been reviewed
fOf conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
rn
Construction Type VB
Occupancy Classlfication~
Allowable # of Floors 1
Wind Velocity' 130 m.D.h,
Fire Rating (exl. walls) 0 , 2 hr.
Floor Load' 225 D.S.!.
Data of Review: Octobef 14 2005
Manufacturer. Precision Quincy Corp.
High Velocity Hurricane Zone ~
o 0
REQ,BY,
CHK BYI
JPH 06/29/05
JPH 06/17/04
BY D1K BY fi'PV BY DATE
APPV BY' DATEI 01116103
"'--
I
DOOR TRIM
I
L::_
~
2 HOLE
LUG
T&B 5420:5
f-2'
DOOR BONDING
DET AIL
(ftd
PRECISION QUINCY CORP.
1625 'w'. LAKE SHORE DR., ....OODSTDCK, IL 60098
PHONE' 815 338-2675, FAX' 915 338-2960
TITLEI
1 of 2
CUSTOMER'
ASSEMBL YI
BY'
AC
II
I I
J I
1::____"'
fi:tiiii,3
'B
t
3UG
r---
rt
II z
II CJ.
II .....X
II ~.
II CJ
4
L___
~..-..- ..-..-. .-.. -.. - ..-..-..]
USE IN. Y rtll
HlUH va. T i\UE CONTRlLLEll
11.
r4,:Ml
...... listing Agency Approval
~ PYRAMID1, INC.
D
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
Construction Type VB
Occupancy Classification ~
Allowable # of Floors 1
Wind Velocity- 130 m.D.h,
Fire Rating (exl. walls) 0.' 2 hr.
Floor Load 225 DS.f.
Data of Reyiew: October 14. 2005
Manufacturer Precision Qu,ncy CorD.
High Velocity Hurricane Zone ..l!2......
Ei:~=!3
J MADE AIC CONDUIT FOR HVAC CONTROLLER OPTIONAL
I CORRECTED CONDUIT
REV. DESCRIPTION REGl.BY.
ACAD II' XPN20000J PLOT SCALEI 1=48 REGl,BYI CHK BY'
E13
ON UIT E
A, LO GE = STANDARD
= I
= ------ = OPTIONAL
= - -..- = SEE NOTE #1
= - I
,
---0
~//#$/////h
I
(
I
I
I
i'0
I
I
I
,
I
I
I
I
I
I
I
I
,
I
I
102
REF,
GROUNDING
PIGTAIL
(#2 SOLID X 20 FT)
3/4' PVC GROUND EXIT
@ 45'
lUG
/
'WAVE GUIDE DETAIL
<INTERIOR VIE'W ONLY
NOTES'
1. RECTIFIER CONDUIT RUN OPTIONS.
A. #10 \.lIRE IN (3) l' CONDUIT RUNS
B, #8 \WIRE IN (2) 1-1/4' CONDUIT RUNS
(SEE JOB NOTES FOR OPTION DESIRED)
!J?d
PRECISION QUINCY CORP.
1625 'vi, lAKE SHORE DR.. 'vIOODSTDCK, Il 60098
PHONE. 815 338-2675, tAX. 815 338-2960
CUSTOMER'
STANDARD
XP SERIES
INTERIOR CONDUIT DET AIL
ORDER .' D"'C; II
STD XP-N-20-00-0
2 of 2
ASSEMBl y,
JPH 06/29/05
JPH 06/17/04
BY CHK BY N!PV BY DATE
APPV BY' DATEI 01/16/03
TITLE.
SCALE,
1/4"=1/
BYI
AC
UNISTRUT 80' LONG
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
TVP X 6
(EARTHQUAKE BRACING
OPTIONAL>
\ I -----
.-------1
r-- f
I
t I
I I
I I
I I
I I
I I
I I
I
1 L
I
L-
--.-- ~ -----
r <-- ttn
- f-; I
I
I 0 I P
I I
I ,
I l.
I ~
I-- "" ~ @
f--
r
tr
I
,
I /
I
I I
, 10
I
t
I I--
I
,L--. 1::"0 0 0:: -
.-------. . . . D
I f I
I I
I ...-..... I I
---,
....... Listing Agency Approval
~ PYRAMID1, INC.
Construction Type VB
Occupancy Classlflcation~
Allowable # of Floors 1
Wind VelOCity 130 m.ph.
Fire Rating (exl.walls) 0 , 2 hr.
Floor Load 225 p.st.
Date of Review. October 14 2005
Manufacturec Precision Quincv Corp .
High VelOCity Hurncane Zone .1!L
\,..,p
~
?:~ ~~~
,'0
~------~~~-----~~
--" ....)
(j}J
PRECISION QUINCY CORP.
1625 'vi, lAKE SHORE DR,. 'vIOODSTDCI<, Il 60098
PHONE' 815 338-2675. FAX' 815 338-2960
CUSTOMER'
STANDARD
XP SERIES
CABLE LAYOUT
ORDER .' D....G .'
STD XP-N-30-00-0
1 of 1
E ADDED 'OPTIONAL' TO EARTHQUAKE BRACING JPH 04/30/04
DET AIL #4 D CHGD LENGTH Dr Ea, BRACING FROM 84' JPH 03/19/04 ASSEMBLY'
(ONe: SI1)( eN. V) C ADDED DIMENSIONS AC 09/11/03
CABle: LADDER GROUNDING B UPDATED FOR EARTHQUAKE BRACING JPH 04/14/03 TITLE'
EXTEND ACROSS EVERV LADDER-LADDER CONNECTION REV, DESCRIPTION REQ,BY, BY CHK BY N'PV BY DATE Bl', SCALE'
ACAD #, XPN30000E LOT SCALE' 1=32 CHK BY' APPV BY' DATE' 03/06/03 AC 3/8"=1'
~SE
1:>M
Ii!llII
12lI0
1:>0/1
1200
1200
1200
I"""
!\ll6/I
~
""
SI
laG
80
181
IAIl
~
120D
Ii!llII
I20D
ICIlD
,PM
1200
I20D
3D
!III
180
180
80
ISO
L.UAIJ l.<.N' t./(
MANUFACTURE
MDDEL NO.
TRANSECTOR
11:51' i!OO-NX-l1CI'
AC DATA
ITSIli!OG-:JteT -1234S-i!771lB1-_
AC DATA
ITSl12llO-:JfErr-1234S-269lH- XXR
MAIN:
PANEL SCHEDULE (WITH (1) 5 &- (1) 3-TON HVAC'S)
200.4 CIRCUIT BREAKER VOLTAGE: '20/2401 PHASE: 'PH WIRE: "
'57 .4MPS
UJCArlON
SEE TABLE
RECTifIER CKT II
. .
RECTifIER O<T 13
. ..
RECTIfIER CKT "
. ..
RECTIfIER CKT 17
. ..
RECTIfIER CKT 19
. ..
HVAC OOT II
. . .
IClJfTR!LlIJl (SEE ICTE 6)
r ~ CIFTIaO'lO
T AClL
T ACI..E
AClL
AClL
MAIN:
SEE TABLE
RECTIf1(]t CKT 11
. ..
llECTIfIER O<T I
. .
RECTIFIER O<T ~.,
RECTifIER CKT 17
. ..
(SPAIlO
<SPAIlO
.
INIC ClJfTR!LlIJl (SEE !lITE 6)
VENT r ~ CIFTfil'iAU
REa:PT AClL
RECEPT AClL
RECEPT AClL
RECEPT AClL
<SPAIlO
ElAD PER PHA"E (VA)
PHASE
A B
30
30
30
30
BRKll r riM
3QA !II IIl1E I'l
3QA KlIll1Ei<
3QA KlIll1EI'l
3QA KlIll1E
3QA !II IIl1E
60A
15.11
15.11
20A
20A
=I
III
Ill!
Ill!
112
'Il!
'Il!
Ill!
NO
I
3
,
7
9
IJ
13
I'
17
19
21
23
2:J
27
29
31
33
3:J
37
39
41
NO
2
4
6
8
10
Il!
14
16
18
20
22
24
2C
""
3D
32
34
36
38
40 ~
4!
riM
!II IIl1EP
!II IIl1E r.
KlIll1E"
Kl 1IIJ[i'
KlIll1E"
18
'Il!
Ill!
Ill!
Ill!
8RKR
3QA
UJCAr/ON
RECTifIER CKT Il!
. .
3QA
RECTIFIER O<T f4
. ..
~
RECT lflOl CKT .6
-, .
RECTifIER CKT 18
. ..
30A
30A
RECTlflER CKT lID
. ..
3:lA
HV AC OOT Il!
. .
60A
<$PAllO
<SPAIlO
UGHTING
SlO<E~ OCTECTlR
($PAllO
($PAlln .
EXT, RECEPTACLE
GIll IIETECTlJR <IPTIIICAU
(SPAIlO
20A
20A
t.oA
20A
20A
20A
PANtL SCHEDULE (WITH NO HVAC'S)
30A KlIll1EI'l
30A !II IIl1E '"
30A !II IIl1E Il
30A
60A
I
15.11
20A
20A
20A
20A
20A
LOC.ATION
SURGE ARRESTOR
SURGE ARRESTOR
SPACE
SPACE
Ill!
112
m
m
Ill!
m
3
,
7
,
U
13
15
17
19
21
23
2:J
27
29
~
33
3:J
37
39
41
'Il!
Ill!
112
Ill!
BRKR
WIRE
NO
20A
110
I
3
I
3
I
3
60A
16
30A
<SPARD
.
I [!lAD Pn! PwA"" NA~
A~
5llA
CSl'NlE)
l200
200
1:>0/1
1200
l200
1200
60A
($PAllO
I"""
1200
I20D
-
20A
r.tlA
LIGHTING
SlO<E OCTECTlR
<Sl'AIlO
($PAllO
[)(T, RECEPTACLE
GIIS DETtCTllR (lJ'TDUlU
CSl'AIlO
1200
1:>00
322ll
322lI
!W.I
714
:>II
20A
20A
20A
6G
180
Hili
I""
30
l1lAD PE1I PHASf: N A)
~
l200
l200
l200
Ii!llII
1200
1""0
Ii!llII
. l200
1200
l200
n4
...
6G
180
eo
ISO
3D
...... listing Agency App,oval
..-r.. PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
Const,uctlon Type VB
O<;cupancy Classificatlon~
Allowable # of Floors 1
Wlna Velocity 130 m 0 h
Fi,e Rating (ext.walls) 0 , 2 hr.
Floor Load 225 oS.f.
Date of Review, October 14. 2005
Manufacturer Precision Quincy Corp,
High Velocity Hurricane Zone ~
K ADDED NOTE #6
J SEE SHEET 2
I SEE SHEET 2
H SEE SHEET 3
GROOVED RECTifIER \{IRE SIZE FOR AVAIlABLE OPTIONS, SEE t(]TES
F ADDED PANEL SCHEDULE FOR NO HVAC OPTION
REV, DESCRIPTION RE(UY,
ACAD #IXPN40000KlpLOT SCALE' 1=11 REGI,BY, I CHK BY'
1200
I2lIO
-.a
:lO
all
lAd
JalII
I20D
\PM
I2lIO
3220
...
lAd
,...
MAIN:
UJCAr/ON
SEE TABLE
RECTifIER CKT II
. .
RECTIfIER O<T t:I
. ..
RECTIf IER O<T "
. ..
RECTifIER O<T 17
. ..
<SPARE)
.
HVAC OOT .1
. .
INAC ClJmlI1l.ER (SEE ICTE r.l
VENT r NC <IPTIlI<Al)
RECUT Aa.L
REctPT ACl...E
RECEPT Aa.L
IlECEI"T ACU
""'......~
MAIN.'
UJCAr/ON
SEE TABLE
R1:CTlflDl O<T II
R1:CTIf" CKT t:I
. .
Rl:CTlfIER CKT "
. .
R1:CTIf"IER CKT t1
. ..
RECTifIER ClCT "
. ..
HVAC OOT II
. . .
INAC ClJIT1D..1Lll (SEE till!: 6)
vtMT r NC CDPTIlI'<AU
REctPT Aa.L
RECEPT Ao..t
RtCEPT IlCI..E
RECEPT ACU:
<SPAIlO
PANEL SCHEDULE (WITH (2) 5-TON HVAC'S)
200,( CIRaJIT BREAKER VOLTAGE: f2O/Z40Y PHASE:'PH WIRE:"
f72 AMPS
81lKR riM
NO
3QA KlIll1Er.
3
,
7
9
U
13
l'
7
19
21
e3
2:J
27
e9
31
33
3:J
37
39
41
30A KlIII!!:I'l
3QA sa: IIl1E I'l
3QA !II jjjW"
3QA
&ClA 18
1:lA Ill!
1'1.1. Ill!
20A .12
lIT
20A 'Il!
20A Ill!
20A
, flAD Pl:A !'HAS!!' (VAl
NO
~I!
4
6
8
10
Il!
14
I~
18
20
22
24
26
28
3D
32
~
36
38
40
4!
riM BlUC/l UJCAr/ON
lEEliifr t:I 30A RtCT 1fJl:R CKT Il!
l200
1201
KllII!!:t:I 3QA
RECTIfIER CKT 14
. ..
1_
1200
lEE III!!: " 3CA RtCTlnI:JI CKT 16
1200
12lIO
!II 1Il1E"
RtCT lflER CKT 18
. ..
3QA
1200
'PM
30A <SPAIlO
.
&ClA
HVAC OOT 12
. . .
18
~
:l<l60
.. :: I~~
Ill! 20A DETECTCR
6QA (SP
. <SPAIlO
Ill! 20A [)(T, RECEPTACl.E
Ill! 20A GAS DETtC~ CDPTfil'iAU
20A <SPAAE)
714
6G
,""
3D
PANEL SCHEWLE (WITH (2) 3-TON HYAC'S)
2C()"( tlJ<<:tJl1' IrMHEAVOLTAGE: IM/~40V PHASE:'PHWIRE::1
14' AJ/PS
t BRKll rIM
N()
200.4 CIRCUlf' BRI'(XEk VOLTAGE: ,M/Uoy PHASE:fPH WIRE: 3
84 AMPS
UJCArION t BRKll I riM N() N() rut8 ~ UJCAr/ON
/I !II: IIl1E I'l 30A RtCTIf" CKT Il!
.. ' ,. ' ..
. 30A RECT CKT 14
. . .
10 !II: III!!:-'" 30A Rl:CT~ CXT K
12' . ,..
I' !II IIl1E Il 30A RECTIf"IER CKT 18
16 ' , . ,.
18
20
22
24
26
e8
JO
32
....
~
38
~ 40
~ 42
30A KlIll1EI'l
3
5
,
,
U
13
I'
17
19
!J
l!3
2:J
27
29
..
33
3:J
37
41
. .
KllCl1[-1'l
30A !II IIl1E I'l
3QA HUll
3QA lEI IfI1[ I'l
3:JA
18
1:lA
1:lA
20A
20A
20A
20A
20A
III!
'Il!
112
Ill!
Ill!
Ill!
, non ...... "".... tv.,
NO
II
4
.
8
let
Il!
14'
16
18
20
22
24
26
28
3D
....
34
36
38
rIM BRK.R UJCArION
!II /fIlE Cl 3QA llECTIf"JE.ll O<T~
, . . ..
,-
,.~ -r.-
~,.~
-^-
y-
- \O~\~
~~~
~?~tL RECTIFIERS, AUXILIARY SERVICES AND HVAC ARE CONTINuousQADS'
2. ALL WIRE TYPE THHN
3. ALL HVACS 2 #8'S AND , #10 ~
4. AC DATA LOAD CENTERS HAVE 40 SPACES. SPARES FOR SPACES 1 de 42
NOT REQUIRED. 0 I
5. RECTIFIER WIRE SIZE OPT10NS: \.-..!p J
A. 110 WIRE IN (3) ,. CONDUIT RUNS
8. #8 WIRE IN (2) 1 1/4. CONDUIT RUNS
6. CIRCUIT 129 TO BE SPARE BREAKER, IF 24V DC CONTROLLER IS USED,
iPJ
,_
3QA RECT lflE1I CKT 14
.
RIIl1ECl
1_
1201
.
lCI1[o;; 30A
RECT
1200
sa: IIl1E Cl 30A RECTIfIER CKT' 18
li!DCI
l2IJ0
KlIll1EI'I 30A
RECTlflER CKT .10
. .
OOTIl!
18
32l!0
42
. . .
6QA <SPAIlO
:~ E mgCTCR
. <SPAIlO
112 20A aT. AECEPTACl.E
Ill! 20A taS DETECTOR <llPTfil'iAU
20A (SPARE>
3D
32211
I
714
60
I""
PRECISION QUINCY CORP.
1625 1,/. LAKE SHORE DR., I,/ODDSTQCK, IL 60098
PHONE' 815 338-2675. FAX' 815 338-2960
06/29/05
12/09/04 CUSTOMER.
07/22/04
04/27/04 ASSEMBLY'
04/13/04
11/06/03 TITLE' V A C
CHK BY ti'PV BY DATE BY' jSCALEo
APPV BY' IDATE1 01117/03 AC I NONE
JPH
JPH
JPH
JPH
JPH
AC
BY
STANDARD
XP SERIES
SCH, 8< VDC (ALARM) SCH,
IORDER II DI,/G I'
I STD XP-N-40-00-0
1 of' 3
GENERATOR RECEPTACLE
NATIONAl WIRING ST~DARD
(SINGLE PHASE)
I-HOT LEG
BLACK CONDUCTOR
...~...
THE COVER PLATE SHOULD BE PAINTED
~RED" TO INDICATE COMPLIANCE WITH
NATIONAl WIRING ST~DARD.
(VIEW IS LOOKING UP INTO THE
RECEPTACLE SLEEVE)
PARALLEL
13/0
2"
RIDGED
NIPPLE
K
J
I
H
G
REV.
ACAD #,XPN40000K
OPTIONAl STYLE
200 AMP GENERATOR
RECEPTACLE
120/240 VAC l' PHASE 200 AMP
SERVICE SUPPUED AND INSTALLED
BY SITE ELECTRICAL CONTRACTOR
OPTIONAl 200 AMP
MAIN BREAKER
BY OTHERS
#2
PARAlLEL
#3/0
& 2" CONDUIT
BY OTHERS
SERVICE RATED
INTEGRATED LOAD CENTER
D 200 AMP
COMMERCIAL
POWER FAlL
200A MECHANICAL INTERLOCK
MANUAL TRANSfER SW1TCH
BRANCH CIRCUIT
LOAD CEN~ 7
~ OR " ~:j__
I
I
I
D l________
SURGE
POWER FAIL
DESCRIPTION
LOT SCALE.
--------,
I
I
I
I
I
I
I
I
I
I
________J
1=1 REQ,13Y'
r-------------.,
i ~~!
I )---) I~SEE
I I' I I
L;---r+--i---...J
I t I I
I : I
I I I
I I 1
I I I
f I f
I f I
I I I
I I I
, I I
+ + ~ t- 12
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 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
1 I I
I I I
I I I
'I f
I I I
I I I
I I I
I, I
I I
I I
I I
I I
200A1
I
I
I
NOTE 3 8. 4
SEE SHEET 1
ALL GEN. PLUG STYLES CHANGE TO NATIONAL STANDARD
REMOVED ~IRE SIZE FROM GENERATOR STYLE DETAILS
SEE SHEET 3
SEE SHEET 1
NEUTRAL BONDED
TO GROUND AT MAIN
POINT Of' SERVICE
lliJ
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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f
I
I
[Q]
Construction Type VB
Occupancy Classlficatlon~
Allowable # of Floors 1
Wind VelOCity. 130 m.p.h.
Fire Rating (exl.walls) 0 1 2 hr.
Floor Load 225 p.s.f,
Date of Review: October 14 2005
Manufacturer Precision Quincy Corp.
High Velocity Hurricane Zone ~
....... Listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with 1M Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
REQ.BY,
CHI< BYI
JPH 06/29/05
JPH 12/09/04
JPH 07/22/04
JPH 04/27/04
JPH 04/13/04
BY CHK BY fl'f1II BY DA TE
APPV BYI DATEI 01117/03
(j}J
CUSTOMER'
ASSEMBL VI
TITlEI
BV,
AC
~
1. ------ DASHED LINES DENOTE FIELD \v'ORK,
2, BUILDING ELECTRICAL SYSTEM IS RATED AT 65.000 A,I.C.
IF HIGHER RATINGS ARE REQUIRED, IT IS THE
RESPONSIBILITY OF SITE CONTRACTOR/ENGINEER
TO MEET SUCH REQUIREMENTS,
3. SERVICE BOND IS TO BE MADE BY DEVICES
(STRAPS, SCRE"'S, ETC,) SUPPLIED BY
EQUIPMENT MANUFACTURER. IF NO SUCH
DEVICE IS SUPPLIED, BOND IS TO BE MADE
IN ACCORDANCE \v'ITH NEC ARTICLE 250,
4. "'HEN SERVICE OVERCURRENT DISCONNECT IS
FIELD INSTALLED AND HAS A NEUTRAL TO GROUND
CONNECTION ESTABLISHED, REMOVE NEUTRAL TO
GROUND CONNECTION IN MANUAL TRANSFER,
5, CONDUCTOR OVERCURRENT PROTECTION DEVICES
ARE SELECTED IN ACCORDANCE \v'ITH
NEC ARTICLE 240-3,
6.CONDUCTDR SIZING IS SELECTED FROM
NEC ARTICLE 310-16.
7. ALL LUGS THAT HOLD MORE THAN ONE ~IRE SHALL
BE LISTED FOR MULTI-BARRELL CONNECTIONS,
a.ALL CONDUCTORS SHALL BE INSULATED THHN COPPER \v'IRE.
9. LABEL SERVICE DISCONNECT ~ITH A RED TAG.
PRECISION QUINCY CORP.
1625 IJ. LAKE SHORE DR.. IJOODSTOCK, IL 60098
PHONE, 815 338-2675. ,AX' 815 338-2960
VAC
SCALEI
NONE
2 of 3
MAGNETIC DOOR AlARM
THE MAGNETIC DOOR AlARM
IS WIRED NORMALLY OPEN. I
CONTACTS CLOSE UPON
DOOR CLOSURE. WHEN DOOR
IS OPENED. CONTACTS OPEN
SENDING AN AlARM.
MAGNETIC
UTlUiY POWER F NL
FOR UTIUiY POWER AlARM,
CONNECT TO COMMON AND
NORMALLY OPEN TERMINAL
BLOCKS. NORMAllY OPEN
CONTACTS WILL BE CLOSED
IN NORMAL POWt.R
CONDITIONS, CONTACTS WilL
OPEN IF UTIUiY POWER FAIL
~I
RED J
BLK PINS 9,10
HVA9 11 FAlL AlARM
WHEN H1GH PRESSURE OR
lOW PRESSURE SWITCHES
ACTIVATE THE LOCK OUT
REL4.Y, THE ALARM CONTACTS
WILL OPEN SENDING AN
ALARM.
DOOR ALARM
I :~
I :~
REO
BLK
RED
BLK
HIGH TEMP &
LOW TEMP ALARMS
I Lj
BLK J
REO PINS
HVAC 12 FAIL AlARM
WHEN HIGH PRESSURE OR
LOW PRESSURE SWITCHES
ACTIVATE lriE LOCK OUT
REL4.Y, THE AlARM CONTACTS
WILL OPEN SENDING AN
ALARM.
15,16
HVAC
COMMERCIAL POWER FAIL
HIGH TEMP. AlARM
lriE HIGH TEMP. AlARM IS
SET TO OPEN ON TEMP.
INCREASE. (OR RISE)
SET POINT = 89' F
LOW TEMP. AlARM
THE LOW TEMP. AlARM IS
SET TO OPEN ON TEMP.
DECREASE, (OR FALL)
SET POINT = 49' F
J PINS 11,12
SMOKE AUlRM
illE SMOKE AlAR" CONTACTS I
ARE NORMAlLY CLOSED
UNDER A "NO SMOKE"
CONDITION. WHEN SMOKE IS
DETECTED lriESE CONTACTS
OPEN SENDING AN AlARM.
J PINS 13.14
TVSS PANEL "A"
FOR SURGE ARRESTOR
ALARM, CONNECT TO COMMON
AND NOR""" Y CLOSED I
TERMINAL BLOCKS. NORMALLY
CLOSED CONTACTS WILL BE
CLOSED IN NORMAL POWER
CONDITIONS. CONTACTS WILL
OPEN IF TVSS PANEL "A"
FAlLS.
HVAC #1
r*~
H~~
L..-- /j' RED
~ LOW
-VOLTAGE
STRIP
eLK
HVAC 12
r*G5
~-H- @
_ /j' RED
~ lOW
L....- VOLTAGE
STRIP
eLK
FAIL ALARM
~
~
SMOKE &
SURGE ARRESTOR
ALARM
K SEE SHEET 1
J SEE SHEET 2
I SEE SHEET 2
H ADJUSTED HI/LO..., TEMP ALARM SETTINGS FROM 45/85
G SEE SHEET 1
REV, DESCRIPTION
ACAD #,XPN40000KIPLDT SCALE'
'\
PINS 3,4
'\
PINS 5,6
eLK J
RED PINS 15,16
BLK J
RED PINS 17,18
...... listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria.
Construction Type VB
Occupancy Classlfication----L-.......
Allowable # of Floors 1
W,nd Veiocity' 130 m.p.h.
Fire Rating (exl.walls) 0 1 2 hr.
Floor Load: 225 P.s.f.
Date of Review: October 14 2005
Manufacturer Precision Quine..,. Corp.
High Velocity Hurricane Zone .l!L
(fd
COMMERCIAL POWER FAlL
HVAC 11 FAlL AlARM
HVAC #2 FAlL AlARM
NOT ASSIGN~D
MAGNETIC D09R Au\RM
HIGHltMp. AlARM
LOW TEMP. AlARM
SMOKE AL6.RM
SURGE ARRESTOR ALARM
ALARM NOTES:
1. AlARMS SHALL BE
CONfiGURED FOR FAlL
SAFE OPERATION.
NORMAlLY CLOSED
CONTACTS SHAll OPEN
ON AlARM.
2. WHERE APPUCABLE
ALARM TERMINAL
'- -
BLOC? f7
I ~/
L~.v
PRECISION QUINCY CORP.
1625 IJ. LAKE SHORE DR,. IJOODSTQCK, IL 60098
PHONE' 815 338-2675. FAX. 815 338-2960
JPH 06/29/05 CUSTOMER>
JPH 12/09/04
JPH 07/22/04 ASSDlBL Y,
JPH 04/27/04
JPH 04/13/04 TITLE. V A C
REG BY, BY CHI< BY fi"rV BY DATE BY' ISCAU:'
ICHK BY' IAPPV BY' IDAm 01117/03 AC I NONE
1=11 REQ,BY'
STANDARD
XP SERIES
SCH, & VDC (ALAR~,,1) SCH,
IORDER I' ID\o'G "
I STD I XP-N-40-00-0
3 of' 3
MECHANICAL BILL OF MATERIALS/ ENGINEERING HVAC UNIT OPTIONS
ITEM QTY. PART NO. DESCRIPTION VENDOR NO. MODEL NO. MANUFACTURER DESCRIPTION
1 1 45046,33 PRE HUNG DOOR KIT 36' x 84' R.H. - BASIC UNIT, 3 TON W'ALL MOUNT, 208/230\1 PH.
2 1 45036,08 DOOR STOP & HOLDER - AUSTIN CH244S-B W'A372-A05XPXXXJ !lARD Sl<w HEAT. 2' PLEATED FILTER, HI/LOW' PRESSURE
3 1 45037,95 TELCO MTG. BOARD 4' x 4' x 3/4' - CONTROLS, LOW' AMBIENT CONTROL
4 16' 45044,34 PVC TELCO CAP. 3/4' V-67
:5 OPT, FIRE EXTINGUISHER - 20LB, C02 (OPTIONAL> It'A372-A05EPXXXJ BARD ABOVE W'ITH ECONOMIZER
6 45' 45033,89 CABLE LADDER 18' loo18ZY
7 2 45033.41 CABLE LADDER STRAIGHT CLAMP (SET) SC12 BASIC UNIT, :5 TON .....ALL MOUNT, 208/230\1 PH.
8 :5 45033,42 CABLE LADDER CORNER CLAMP (SET) CC12 ..... A602-A05XP XXXJ BARD 51<w HEAT, 2' PLEATED FILTER, HI/LOW' PRESSURE
9 10 45026,77 CABLE LADDER RUBBER BOOT RFCH701 CONTROLS, LOW' AMBIENT CONTROL
10 9 18' CABLE LADDER HANGER <Y(LLOW' ZINC PL TDJ - .....A602-A05EPXXXJ BARD ABOVE W'ITH ECONOMIZER
11 18 J DOLT '(ELLOW' ZINC PLATED -
12 OPT. 45037,66 '.fALL POCKET. 3 POCKET <OPTIONAl) -
13 OPT. 45044,01 EyE:W'ASH StAnON (OPT1!JNAD BASIC UNIr, 3 TON .....ALL MOUNT. ~08/230\1 PH,
14 OPT. 45032.73 FOLD DO.....N DE:SJ((OPTIONAL> A VP36ACA05N MARV AIR 5~w HEAT. 2' PLEATED FILTER. HIIlOW' PRESSURE
15 OPT. 45038.98 FIRST AID' KIT (OPTlORAD CONTROLS, LOW' AMBIENT CONTROL
16. 1 6' CANOPy AVP36ACA05C MARV AIR ABOVE .....lTH ECONOMIZER
. 17 OPT. BATTERY SAfETY KIT <OPTIONAL)
BASIC UNIT. 5 TON .....AlL MOUNT, 208/230\1 PH,
A VP60ACA05N MAR V AIR 51<w HEAT, 2' PLEATE,D FILTER. HIILOW' PRESSURE
ELECTRICAL/HV AC BILL OF MATERIALS CONTROLS, LOW' .AMSIENT CONTROL
AVP60ACA05C MARVAIR ABOVE W'ITH ECONOMIZER
ITEM QTY. PART NO. DESCRIPTION VENDOR NO.
El (1) . INTERGRAJED. LIJAD CENtER I TRANSfER SW'lTCH - SURGE
E2 QO TYPE CIRCUIT B~AKERS PER PANEL SCHEDULE
E3 1 'SEE TABLE' 3 TON. AlC .J'w'mLOR <,(UHOUT ECOIIIOMIZER) 'SEE TABLE'
E4 1 'SEE TABLE' S tON Alc <W'ITH OR .....ITHOuT ECONOMIZER) 'SEE TABLE'
ES 1 HVAC MASTER CONTROLLER
E6 1 48028.92 GENERATOR RECEPTACLE - APPLETON <IJllAR2OO3HS ~iSting Agency Approval
. E7 1 48028,54 EXTERnR LIGHT, \(ATERf'R{XJ', fAll SAfE, lOW, \(1 IIlTI[)Il OCn:cTOR PYRAMID1, INC.
E8 1 48028,60 EMERGENCY LIGHT 2 HEAD W'/EXlT SIGN, SURELITE LPX70R\r'H- DH These details have been reviewed
E9 16 4' FLUORESCENT BULB SYLVANIA 32 .....ATT F0321730 for conformance with the Florida
El0 8 LIGHT FIXTURE FLUORESCENT 48' .....1 .....IRE GUARD-M(TALUX SS232-120-EB81 Manufactured Building Act of 1979
E11 1 O,C. EXT, LIGHT SW'ITCHs 120V SPDT 15 AMP - and adhere to the following criteria,
E12 1 INT. LIGHT TIMER 2 HR-INTERMATIC FF32H Construction Type VB
. E13 1 W'AVEGUIDE ENTRY PANEL MULTIPORT 4' DIA. WCAP Occupancy Classlfication:~ - ~
. E14 2 GROUND BAR 20' X 4' X 1/4' HARGER IGBlT14420J2TPQ Allowable # of Floors 1
E15 1 GROUND BAR 6' X 2' X 1/4'. IGBI142GP "^li0d Velocity: '3(l m.p.h.
HARGER Fire Rating (ext walls) 0 1. 2 hr.
EI6 1 48028.53 SMOKE DETECTOR & ALARM 11275E Floor Load: 225 P.s.!
E17 1 48028,30 GRDUNDUNG STRAP-DOOR HARGER IGS1262C Date of ReView: October 14 2005
E18 1 48027.43 S.....ITCH MAGNETIC SPDT 30V 250MA 161 Manufacturer. P.edsion Quinc", Corp.
EI9 3 48023,57 ALARM TERMINAL BLOCK SO SPC High VelOCity Hurricane Zone .J:!2...... 3
E20 2 D.C. JUNCTION BOX 6' X 6' .X 4' DEEP - ,~
E21 5 O,C. DUPLEX RECEPTACLE 20 AMP -
E22 1 O,C. DUPLEX RECEPTACLE <OUT DOOR) 20 AMP, (iF! W'lBDX AND LID -
E23 OPT, HVAC DISCONNECT -
E24 OPT, HYDROGEN GAS DETECTOR <OPTIONAL> - ( r/ \-\~~,p~
E2S OPT. EXHAUST FAN (OPTIONAL> 4C440
E26 OPT. EXHAUST FAN TIMER (OPTIONAL> 2E2Q6 ---
H REMOVED PART # 8. MODEL # FROM ITEM #E13 JPH 08/18/05 IPJ PRECISION QUINCY CORP.
1625 ....., LAKE SHORE DR" It'OODSTDCK, IL 60098
G REMOVED PART # 8. MODEL # FROM ITEM #E5 JPH 06/29/05 PHONE' 815 338-2675, FAX' 815 338-2960
F REMOVED DANTHERM AIC OPTION JPH 04/30/04 CUSTDMER, STANDARD
E CHANGED ITEMS TO OPTIONAL AC 01/27/04
D ADDED MARVAIR AC ASSEMBL Y, XP SERIES
10/01103
~ C ADDED E26. UPDATED JPH 3/26/03 TITLE' BIll OF MA TERIAl
D CUSTOMER IS TO CHOOSE LOCATION.
2) ITEMS I,,/ITH 'Ill' SEND LOOSE, REV. DESCRIPTION BY DATE ISCALN 0 N E lORDs T' D IDW'G II' SHEET
I ACAD #1 XPN50000H I PLOT SCALE! 1=1 IBY'JPH I DATE. 01117/02 XP-N-50-00-0 1 or 1
PROTECT ALL EDGES
~ITH RUBBER PADS
112.00
'L'
SEE DErAIL 'A-A'
NoTESI
1. "'ARNINGI THIS SHELTER MUST BE UNLOADED LEVEL DUE TO HEAVY
EQUIPMENT STAGED INSIDE THE BUILDING, OPEN THE DOOR TO DETERMINE
THE EXACT LOCATION OF THE STAGED EQUIPMENT, EXERCISE CAUTION TO
ENSURE THE PROPER UNLOADING OF THIS SHELTER. IF FOR ANY REASON
DURING LIFTING THE SHELTER SHo\.lS TILTING TENDENCIES, BALANCE THE
SHEL TER APPROPRIATELY,
2, BUILDING \.IEIGHTI (SEE TABLE SHEET 2) \.I/O CUSTOMER'S EQUIPMENT,
3, 150' MINIMUM SPREADER BAR MUST BE USED TO AVOID BUILDING DAMAGE,
4, USE APPROPRIATELY SIZED SHACKLES TO CONNECT LIFTING CABLE OR
CHAINS TO SHELTER LIFTING LUGS,
5. IF THE SHELTER OFF LOADING IS THE RESPONSIBILITY OF OTHERS IT
SHOULD BE ACCOMPLISHED BY TRAINED AND EXPERIENCED PERSONNEL,
6, THIS IS ONLY A RECOMMENDATION, IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE SIZE OF ALL LIFTING HARD"'ARE AND
EQUIPMENT USED TO HANDLE AND SET THE SHELTER.
7. CUSTOMER TO REMOVE CARDBOARD FROM HVAC UNITS AND ADJUST
THERMOSTAT 'LEVEL' UPON START UP,
E SEE SHEET 2
D UPDATED
C UPDATED DIMENSIONS
B UPDATED
REV, DESCRIPTION
ACAD !t,XPN60000E PLOT SCALE' 1=96 REQ,BYI
~.r- -
.IlIIDIII
'H'
'I,D.'-II
'O,D"~
CABLES AND SHACKLES ARE
TO BE PROVIDED BY OTHERS
...... listing Agency Approval
~ PYRAMID1, INC.
These details have been reviewed
for conformance with the Florida
Manufactured Building Act of 1979
and adhere to the following criteria,
Construction Type VB
Occupancy Classlfication~
Allowable # 01 Floors 1
Wind Velocity 130 m.D.h,
Fire Rating (exl.walls) 0 1 2 hr.
Floor Load' 225 D.s.f.
Date of ReView October 14 2005
Manufacturer: Precision Quincv Core
High Velocity Hurricane Zone .lJ2.......
SHELTER DIMENSION TABLE
SHEL TER SIZE MODEL 'W 'O,D,' 'I,D,' 'V
NUMBER HEIGTH BASE BASE BASE
XPN12209/NR 124,50 140.63 136,11 243,25
12' )( 20' XPNI2209/lfR 128,75 140.63 136,11 243,25
XPN12209/2F'R 128,75 140.63 136,11 243,25
XPNI2209/2fR/UNI 128,75 140,63 136,11 243,25
XPNI0209/NR 124,50 122,63 118,11 243,25
10' )( 20' XPNI0209/lfR 128,75 122,63 118,11 243,25
XPNI0209/2F'R 128,75 122.63 118,11 243,25
XPNI0209/2fRlUNI 128,75 122,63 118,11 243,25
DETAIL 'A-A'
Ii?d
PRECISION QUINCY CORP.
1625 IJ, lAKE SHORE DR., IJOODSTOCK, Il 60098
PHONE' 815 338-2675, FAX, 815 338-2960
CUSTOMER,
REQ,BY,
CHK BY'
JPH OS/24/04
AC 10/24/03 ASSEMBl Y,
AC 09/30/03
JPH 03/27/03 TlTlEI L 1FT I N G &
BY CHK BY /Ji'PV BY DA TE BY' SCALE.
APPV BYI DATE. 01/17/03 JPH 1/8"=1'
STANDARD
XP SERIES
FOUNDATION RECOMMENDATIONS
ORDER #, DIJG #,
srn XP-N-60-00-0
SHEET
1 OF 2
8UIlDINQ FOUND A T10N AHD ANCHMINQ NOlES
SI.loo1H F~ Ta>' ao SI.lOO1H FOfllj Ta>' ao SWOOiH Falll Ta> ao ,. WOOl< SHAlL BE IN "COOAOANCE \lA 1H LOCAl. CODES, SNnY RE<llVo ~S AND
.r :Pkro:: TO SlOE []F sua TO SlOE []F FOOTING TO r '1 \KESS OTHER\llSl: HOTED. 1HE LA lEST RE\4S1Ql1 []F Aa 31 II, 'lIUll.OlNG COO[
r4' ~ REH'ORCElI r 4' 8El.OW GRADE. r 4' 8El.OW GRADE. REQUIR[ljOllS F~ REINfORCED CQK;R[TE". PROCEDURES F~ THE PROlEC1IOH r:F
T ~CIJNOA ll<>>l ... T ROUND" OON EXc,o,VA'IlOllS /\NO U11I.lllES SHAlL BE ESTAllUSlC PRIOR TO FOUtlDAT1ON
II ~ ~i:...: : ~T ..~ . .. '~f J. INSTAU.A 1lON.
. ~.. . :';' ~8" all llEUN JREEZ1HG DEPni. ~ " ..... 2. c:a<<:RETE IlATERliILS SHAlL CCNfQRlj TO THE APPROPRIATE ST"TE REQAROIENlS
., ~ .: '~~ ",' '. ~ lit' ~ BELIN ~ FOR 0CP0SEll SiRVCTUAAl. OOHCRETE.
" . ~
'<t".' '<t". /~ ',,'. 181 .; " ;: FREEZING OCPTH. BUILDING BASE
'.. .... ~ \r'HI~ EYEj IS OCEPER. ~.' ;;;I ~ ' .;. \r'HI~ EVEll 1-L 3- f'flOPQlTlONS []F CONCRETE IlATERliILS SHAlL BE suma.E FOR 1HE INSTAU.AT1ON
, . i: .... f " ISlr r" - WEniOO U11l.lZEO AND SHAlL RESUlT IN IlUflAa.E Cc>>ICRETE Fal RESSTANCt TO
.~: ~ (, . .L B h'Ol..J.. T10N r~~~: ' ~. ' . j :' '1Jl,' LOCAl. ANllCf'ATED AGGRESSIVE AC~S. THE OUIWIIIJTY Rf:<:lUlRDIOnS []F Aa
,) , 't~." ,), "'B NOAT1ON 318 CHAPTER 4 SHALL BE SA l1SF1EO 8-"SEO <>>l 11€ CONOITlONS EXPECTED AT 1HE
i1f-i ~ ...... SITE. AS A 1I1NIlIIJII, AU. OONCRETE SHALL DE\aCP A 1I1Nl1lUlol CXIolI'RESSlVE
'1" ~ it" '1" 'll,JI.' S"ffiENGlH r:F rc - JOOO P,5.L AT 28 OAYS lE~G UNLESS HOTED O"THER\IIlSl: <>>l
-"r " '''\~ _ _ sa: SInTER Dll€NSlON TABlE:_ ORA'MHGS.
12' MIN. S' MI/l. I-BEAM 4- lIAX1lM1 SIzE r:F OONCRETE AGCRECAlE SHAlL HOT EXCEED 3/4 INCH: SIZE SUITABlE
SUPPllllT Fal INSTAU.AOON IIEll100 U11I.lZEll, OR Ct;E-THIRD a..tAA OlSTAN<% IID1IHD OR
PUlIS-'32" MIlQU4 IYOTHERS EltT'llEEH RE1Nf0RaNG.
fCJCALS-~4'><8' LG. MIMlMUH 4. TYPICAL 2 BEAM SECTION II. AU. RElNfORaNO STEEl. SHAU. BE CEfORllEl) AND CXlNfalll TO 1HE REQlIlROIDITS
L- ~ ~oo1lNQ. L-~~~ 1-- rmllmP3 CONe. r:F ASl\I-A-815 Qt.\OE 80, AND BE OETAU)) IN AC(XJlQAN(;( \lAiH Aa-318
T 'IS WlHlWII) UNlESS OTHERlIISE HOlm.
I. 'llEl..OlNO IS PRQilIITEXl Ct; RElNFORClHG SltEL ANO OIBEOl1ENTS.
1. TYPICAL GRADE BEAM SECTION 2. TYPICAL SLAB SECTION 3, r'~"~
TYPICAL PIER SECTION ~sl~\ 14:::: MXOOO 7. WEUlEll"~ FAlIRIC FOR calCR[1E Sl1.IU. WiFalll TO A$T\I-A-1a5.
n llOL T TIl [-BEAM a. lIlNIWUII CONCRETE C(MR FOR RElNfOflCElolEllT SHAlL III 3 INalES UIUSS
1/4' n n 3' x 8". ;1/8" THICK n 5 PER SIllE
lAsE - itw C75" oc !iAXlIQO OTHElllllSE HOTED.
e' x Y' I 3~ MO<. 8' r:.H..V. ST\. PUTE " \11111 Vi!' lIIl. TS t. ~ C(MR FROlI TOP []F FOUN01<11OM 1'0 ENDS ~ IOITICAI. RElHl'alCEIIENT
"._ <m_~ ~ <<iH..V. ST\. $f'ACEllS 2' L~ HlNll!lJ4
. V2" J-lIIl. T KIN. AS RElllIl!'II:JI) , - ~iV USE V2' BEVEltlI SHAU. HOT IJlCEW 3 IIICHES NOR BE LU$ tHAN 2 flCHES.
1/4' ./1 ~z" x 8' HVA ACHES"': ANCHOR ~ c,o,llMll,IC PUTE~~ Vi' IIlA.T .HIN. 1 1 'W ASHER If(~ 10. ~ $f'ACUlS SHAlL BE ATTAOiED 'HtRlIITTE14TlY to REINfORCEIIENlS TO
4 1" 4lf~~A::- 6' EMllEIKNT MlK CAllHIUC PUTtIJ~ Blll.T~D IHlIJIlC Y' IoItllllW' C(MR FOR AU. RElNFORCOIOIT,
..d: ~ Ea1I1<L (2 PER AHOlE. 4' o.~ ~ . (2 PER ATT AOK:Nf) ~ (2 PER ATTAOKNT) bJ ~.)- BE:AH ~ I-IIEAM 1" ~ CONTRACroA SHAlL CHECK \lAtH AAOilEC1'JRAI. lIUIlOtIG AND
- - Sl.f'f'(JlT - -~T
~ ~;cC. EI)(E r:F GRADE BEAM 4'~.~1 I ~ I -W=-L 1'1' OT~RS ~CTtOS r:lt:s~C~~li~~~ ="~~~~al
0 liB "THE PR(ftR LOCA 1l0fl BEFORE Pl.AaI<<l CQ<<;llE1E.
SHIWS AS REa. 'D SHWS AS REo.'D I' ., EI)(E r:F SUi)
4, GRADE BEAM ATTACHMENT 5. SLAB ATTACHMENT 6. PIER ATTACHMENT 6, HELICAL ATTACHMENT 8. BEAM ATTACHMENT OPTIONS- ,2. AlL 60NcRETE SHAl.I. BE ~iIRA TEll,
11 AlL REINfalCtIO STEEl. SHAU. BE tHSPECTElI A/jD ~ IIY "THE
AAOiTE~~ PRIOR 1'0 PlACDlENT []F ~ CONTRACTOR SHALL
3' X 3' X V 4' I€IlPREI€ Il\JBBER PAll FDUNDA nON DE$IGN DAT~, HOllN lE<:1' /E:NQNEEIl 48 HQVllS BEf'0flE PlACING CONCRE1E.
(60 lllIllH:TEll> CI'l EACH P!Dl ~ ANCHlR 14- OONTRACTOR SHALL SUIUT RElHl'ORClNG STEfl. SHOP OAAlIINGS F~ APPROV1<L
It:JllEl. Dl;AlllOAD ~Jo W ~lOAD TDTIIl. BY ~~<:1'/ENQNEER._ "THE SHa>' ORA\IIlNGS 5H,tti BE :MlloIm:D III "THE Falll
.E~~~~- .,~ LIS. r:F TWO 2 IlUJEUlE PRINTS.
T2(p, ~ 15- CONCRE1E SHAU. BE SAIIP\.E lESTED AND TESTS S\JlIIIIm:D IH ACOORCANa! \lA1l1
AS1loI~31 AND c-Jt. 1HREE CY\.JNt6S SHAlL BE TA1<D4 FOR ~ 0,01'1'5 OOHCRE1E
i!fR 18;: ~ :lO.:lOO LJs. 18.4nll lBS. PlACDlENT.
, '::> S~
3ii~ .&~ II. READY lIIX CONCRETE SHALL fIE III AC(XJlQAN<% \IIltH ASl\I-C- 8"-
,i,=. : J- 7~io 17, ~1lNl~A~~~~~ PRO\1OE TWO (2) 14-5'-0" HORlZQlT~
j l Jf' 17,~ 'i- 43.300 LBS. 16,000 LJS.
4J A XPNl 1.6
4 4 TYP. 6 6 ANCHORING DESIGN DATA, IlL ~ ~ ".. """''''''~, ~ ~ ~ ~~
EXCAVATED lIATERlAlS, EXCEPT 1HAT CONTAlNJI<<l ORGANICS. lIAY fIE PlACE!)
'- ~ (::> smuclVRAL BACICfU TO BE <:alP ACTED III 8 INQol lIAXIlI\IIl LA 'IERS TO 8 r:F ~
8" j " MAX. lJ'UFT PER SIllE a:HPTY JUIlDlNG. 130 _ .,lND> . 9.8OC1 LJs. IlAXIIIUII DRY DENSITY AT OP11lIUlol lIOISTU~ CONTENT IN ACOORCANCE \II
I.STloI OII~ EXCAV,.1El) 1oIA"ltlII"-S CONTIIlN~1l ORIiANlCS IlliST BE otJ) 'fIIlH
5 5 I" MAX. tOUZlJIIT Ill. llAAG fORCE (EMPTY JUILIJINtj, 130 _ 'WIND> . u.coo ENGlNEERED SOl. TO BE USED AS STR\JCT\JIVL BACKfU IIA"ltlIIAI..
LBS. CONSTllUCOON PRO..E<:1' lIANACER SHAU. BE H011flEO HO I.ESS "THEN"1 (
20'-4' I&. ~7
20'''4" ~ I---' ~ THIS ORAVIHG SHe"'S SlJ'POllT F~ ~ tIOURS IN ADVANCE []F CONCRETE POURS AND $1E1.TER I'l.ACOIEN ~
-~..- r TYP, MAX. (87"" LBS).
-ST "NIlARD son. CAl'IlCITY CONSlllElltllt 20. SHIll AI'PR<lI'IllII1aY TO IN9.JRE AN EVEN AHD EQlJ~Y L01<DEO SJPP
3t. )3 'COOO PST - VERTICAl. BtAAING CAPACITY, 21. ANlUS FOR AIlCHORINIl PRO'IlOED UPON REQUEST. ~ ~~
j l j I . -2nD PST 1fT r:T DEPTH, MAX. 1000 PST NET All.ll\lABl.E: fOllZlJilT AL
PllESS\R:, (IIOT fR.lCTICl'O. \0-
1 1 r2 2 ._._..-~_.--{ J~
J-; ~' NOW SHELTER DIMENSION TAB E
L THIS IlRA.,JNCj IS NOT INTENDElI TO BE A FDlItDATION DESIGNl IT IS
SUIlMIT TED !K. T AS A REfERENCE F~ MINIM~ SUPPOllT REQUIRED ANlI MOOCL 'H' 'O,D,' 'tn." 'L'/ ,-'\ ,,-I-
AI01ORlNG. SH(L TER SIZE
~r e. Tl-E DESIGN r:T Fll.NDATlet;S SIiAlL BE PERrORl€Jl BY A LICENSED ~"'BER HEIGTH BASE BASE BASE:
\ ENCil1'E:ER OIl ARCHITECT, XPN122~/NR 124,50 140.63 136,11 243.2~
, ':"I 1 MNlY SITE OONDIT~S .,IU. fR[J4 THE ABOVE. 12' )( 20" XPN1220<J/lfR 129. 7~ 140.63 136.11 243,2~
.- Tl-E OIGKER PERf'[JlMJNCj FDlItIlATIllN DESIGN MUST REEVALUATE: XPN1220<J I2f'R 129.75 14D.63 136,11 243,2~
} Ie' . 1\'-10' -J ~. Y' ~ "Emf R\JMiI' ~AO } t FlUlllA TI(Jol ACCClRlI1lG. T, XPN1220<J/2fRlUNl 129.75 14D.63 136.11 243,25
12" . U~-lcr Ii' . 11'-8" -J ... SPECUlC FOONIlA TION DESIGN SIOA.D CIlNSIDEll SPECIrIC son. XPN1020<J/NR 124,50 122,63 118,11 243,2~
Ill' . 10'-2' 00 0VIl ~ Sf Ill' . 10'-2" Ill' . 10'-0" ClNIIT~S, fREEZING DEPTH, EffECTIVE: EQUIPMENT \/E1c;HT, $1(1\/, XPNI0209/lfR 129.7:5 122.63 118,11 243,2:5
III \lA tH SHIMS FOR BUIl.OlNO 10" )( 20"
PLAN VIEW ~~~N~~~~ PLAN VIEW PLAN VIEW .,INII. ETe. XPN10209/2f'R 12a7S 122,63 118,11 2432'
XPN10209/2rRlUNI 129.7:5 122.63 118,11 243.2:5
GRADE SUPPORI ~iSting Agency Approval )LAB SUPPORT PIERS OR HELICAL ANCHORS (ftJ PRECISION QUINCY CORP.
162:5 'vi, lAKE SHORE DR,. 'vIOODSTDCK, Il 60098
! PYRAMID1, INC. PHONE' 81:5 336-2675. FAX, 615 336-2960
These details have been reviewed CUSTOMER. STANDARD
for conformance with the Florida E UPDATED "-'IND SPEED FROM 110 MPH JPH OS/24/04
Manufactured Building Act of 1979 D UPDATED
and adhere to the following criteria. AC 10/24/03 ASSEMBL Y, XP SERIES
I C UPDATED DIMENSIONS AC 09/30/03
I Construction Type VB B UPDATED JPH 03/27/03 TiTLE' LIFTING & FDUNDA TIDN RECOMMENDATIONS
Occupancy ClasSlfication~
Allowable # at Floors 1
Wind VelOCitY' 130 m.p.h, REV, DESCRIPTION REQ,BY. BY CHK BY M>PV BY DATE BY' ISCAlE' IORDER II. ID'.IG II. SHEET
Fire Rating (exl.walls) 0 , 2 hr. ACAD It'XPN60000EflOT SCALE, 1=961 REQ,BYI ICHK I APPV BY, IDATEI JPH 1/8N=l' STD XP-N-60-00-0 2 OF 2
Floor Load: 225 D.S.!. BY' 01/17/03
Date of Review: October 14 2005
I Manufacturer Precision Quincv Corp.
I High Velocity Humcane Zone. .l!L