HomeMy WebLinkAbout2921 Orlando Dr 18-3831; INTERIOR REMODEL0 (l
SEP 10 ZU18 e 017
CITY OF
SANFORD PERMIT APPLICATION
BUILDING DIVISION
Application No:
104A1
3 8 1 17
Documented
Construction Value: $ d o v0 Job
Address:s-, On Fey S07 f K 3Z773 Hi5 r
20U storic District:
Yes No Parcel ID:
0) -a J ' 3u -5u% -0c) a a00 O Residential Commercial Type of
Work: New Addition r Q
Alteration
El Description of
Work: Q c`e_ 61j (_ Plan Review
Contact Person: Repair Demo
Change of Use Move I A
E n / '"r
Phone:
Q7 ' Y99 -.3F Fax: Email:d/10-lluenCr nNf1P J Property Owner
Inforr.ir =on Name St
n o A Pl• `i`o:7 Street: &0,
90 %Vl Eif'hll/5 13 ( d * 161 I Resident of property?: N f F City, State
Zip:0k050\n D P1 32Tr3S Contract . r "
ifo- -:atinn Name i` -
A 1e _v Street: 3fA"
I. - City, State
Zip: l c.--% a r" tone:
1/6 %)
7 Y— C r 6 Fax: State
License
No.: C Q C/ aS 9 0 3 7 Architect/Engineer
Information Name: /_ 0
ns U` c• e,-, LLL Phone: 1(3 _
3/ Q % Street: / '4
7 d)6 _W '0 6y Fax: 0/7)
7/ 29 City, St,
Zip: o d "e Jd E-mail: Bonding Company:
Address: Mortgage
Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is
hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a
separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. W —
f
T
N
r,
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
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 districts, state
agencies, or federal agencies.
Acceptance of permit is verification that t will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I ertify at all of the foregoing information is accurate and that all work will be
done in compliance
Signature of Owner/
laws regulating construction and zoning.
Date
Print Owner/Agent's Name
ature of Nota - ate of Flor- a Date
Yasmin Cook
NOTARY PUBLIC
STATE OF FLORID
Own Comt 66 mown to M or
Produc Ex irdlWYN28
L6 7 - 7,—/d
Signature of Contractor/Agent Date
fl)o r rI LA 101 0
Print,Contractor/ARentiflName
ignatureofNYeafyin 189 orida Date II IZUPe
Vzo
SSTmt1 CC:: '1 VNOTARYPUBLIC
STATE OF FLORIDA
MI7200 ersonall Known to 'or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS: W
UTILITIES:
FIRE:
Fire Alarm Permit: Yes []No
WASTE WATER:
BUILDING:/d —.' - / r
P
so
Bradenton Office Solutions, LLC
6000 Metrowest Blvd., Suite 101
Orlando, Florida 32835
407-499-2238
October 11, 2.018
Contractor Agreement
Reference: 2921 S. Orlando Drive, Suite 200
THIS AGREEMENT is entered by and between Bradenton Office
Solutions. LLC hereinafter called the "Owner" and Martin Toro
Construction , nafter called the "Contractor".
TERMS AND CONDITIONS
Owner and Contractor undertake and agree as follows:
The contractor shall furnish all labor, material, skill and equipment
necessary or required to perform all the work for the Project as
follows:
Contractor to provide labor.and materials as shown on the Project
Documents and plans. Contract price shall be (including all taxes and
permit fees): $10,200. Project shall have a completion date no later
than October 315t, 2018.
I his Contract may not be modified in any manner unless in writing and
signed by both parties. This document and any attachments hereto
constitute the entire agreement between the Parties. This Contract
shall be binding upon the Parties, their successors, heirs and assigns
and shall be under the laws of the State of Florida
r-
fail/
y/«8
Date
IAJVI., rG
Martin
i
Signature
16)-11-19
Date
2
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100008 DATE: October 15, 2018BUILDINGAPPLICATION #: 18-10000843
BUILDING PERMIT NUMBER: 18-10000843
UNIT ADDRESS: ORLANDO DRIVE S 2921 STE 200 01-20-30.509-0000-2000
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION:
TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT
ADDADDRESS: 6000EMETROWESTR STAR OBLVDGSTE
N101LORLANDO FL 32835 LAND
USE: INTERIOR ALTERATION TYPE
USE: WORK
DESCRIPTION: CITY-SANFORD SPECIAL
NOTES: 2921 S ORLANDO DRIVE STE 200 / RETURN TO VANILLA
SHELL FOR FUTURE TENANT / RETAIL BENEFIT
RATE UNIT CALC UNIT TOTAL DUE FEE ---
TYPE
DIST SCHED RATE UNITS TYPE ROADS-
ARTERIALS N/A ROADS -
COLLECTORS N/A 00 FIRE
RESCUE N/A 00 LIBRARY
N/A 00 SCHOOLS
N/A 00 PARKS
N/A 00 LAW
ENFORCE N/A 00 DRAINAGE
N/A 00 AMOUNT
DUE .00
00
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATETFOCCUPAN6YOROCCUPANCY. pREVIEW MUST MEETTHEREQUIREMENTS OFTHECTHEREQUESTCOPIESOFRULESGOVERNINGAPPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101EASTFIRSTSTREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO:
SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRSTSTREETSANFORD,
FL 32771 PAYMENT SHOULD
BY CHECK OR
MONEY SHOULD REFERENCE COUNTYUILDINGPMIT NMERATTHE TOPLLEFTOFTHIS STATEMENT. THISSTATEMENTISNOLONGERVALIDIF
A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THEDATEABOVE
CITY OF
SEP 10 1U16
SANFO ;". PERMIT APPLICATION
BUILDING DIVISION
Application No: .38 ?) 1
Documented Construction Value: $
a 9 a l S. ,2tcn c, /)n Fe S F J'T. 30M 5cc fe 200
job Address: i C/I Historic District: Yes No
Parcel ID: a-J - 3U Residential Commercial
Type of Work: New Addition EKAlteration Repair Demo Change of Use Move
Description of Work
Plan Review Contact Person: Title: (h XP_A4Z
Phone: YO 7 -V99 -38 Fax: Email:_O&d OtA- 4P &6.nZ'G ND2/I J _T v 01M
Property Owner Information
Name S(t 6aQ n o (&kr- Ul- Phone: 0--
Street: &000 AJ &h-I_s 3 c (Id * cd I Resident of property?: N f P
City, State Zip:0kb901 rJ a P1 3 7 -3S
Contractor Information
Name v
n
Street: / 1 - ,
may
City, State Zip:
Phone:
G/a % ) 7 - G lf
Fax:
State License No.:
r
Architect/Engineer Information
Name: 0 C-S All c, Phone:
a -7 7
Street: % JV S4 7 d 6y Fax:/S a 7t S1
City, St, Zip: ` C' G , % % E-mail: f S 12 S%S
Bonding Company_ Mortgage Lender:.
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE_OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
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 districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I e.
done in compliance ll a
Signature of Owner/
all of the foregoing information is accurate and that all work will be
laws regulating construction and zoning.
Date
Print Owner/Agent's Name
ature of Nota - ate of Flort a Date
SpR Yasmin Cook
NOTARY PUBLIC
ESTATE OF FLORID
Own Cmialfta nown to M or
Producr 0 Ex iret€*WZ0a8
O
Signature of Contractor/Agent Date
MO. r'I " 1/
1 ')
t 17
Prin t.Contractor/AeenCgName
lotary/inw orida
YaSSRmltn
Date ('r /7/2_0I 1
NOTARY PUBLIC
STATE OF FLORIDA
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Known to or
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING:
COMMENTS:
FIRE: BUILDING:
CURp. •
aBUILDING DIVISION
SEP 10 ZU16
PERMIT APPLICATION
Application No: Ik-38-)l
A
Documented Construction Value: $ /d 0 t)0
Job Address: ! U` S U9-tC11A l n F2 .SCiI % 3ZT7 5v ZOU
Historic District: Yes No
Parcel ID: a-J '*3u -5" -UcJd a '"0100O Residential Commercial Type
of Work: New Addition []"Alteration Repair Demo Change of Use Move Description
of Work: Plan
Review Contact Person: Phone- *
7 -V99 -.A5Z38 Fax: Title:
fh RZL Email:_
0&dA0tA- 94f2 oiluP tLr_TP.C q'V"
r 1
rr Property
Owner Information N
c 0 1 CLL Phone: C- NameS((:7— Street: &
0ao 41 &i'11lI/ -S 13 ( (/d, * 01 Resident of property? : N (P City,
State Zip.Qk(RP Y:) b P1 3 2 35 Contractor
Information Name -
A v Street:
At City,
State Zip: i
Phone:
0 % -) i 4 — G lf a Fax:
State
License No.: C C/ aS 9 0 37 r
j Architect/
Engineer Information Name: /_
c's U c. C-"L i- LLL Phone: Street:
0<7o) /J S4 td'bSIC 0 6y Fax: y 7 /Clog a 7/ l /
City,
St, Zip: 0d'(fJy >l'G E-mail: L.-L1St''QS T Bonding
Company_ Mortgage Lender:- Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that
a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code
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 districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT.
done in compliance
Signature of
all of the foregoing information is accurate and that all work will be
laws regulating construction and zoning.
Date
gl e_y . &,e .Q
Print Owner/Agent's Name
ature of Nota - ate of Flon a Date
Epp Yasmin Cook
NOTARY PUBLIC
STATE OF FLORID
Own ciunixiftafaab nown to M or
Product' Ex irer€)4W2021)
7 ,/U
Signature of Contractor/Agent Date
A I kA I
IYeSfrlin No onda Date G /7/2_10 I1
NOTARY PUBLIC
STATE OF FLORIDA
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Known to or
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No '
b
WASTE WATER: 1
BUILDING:
SEP 10 1U1
CITY OF
SA N O PERMIT APPLICATION
a
RD
BUILDING DIVISION
Application No: .38
Documented Construction Value: $ // Q 0 ( 0
a q al S U LCcnoQc, do Fe S , ` 32713 5cc(g Zov
Job Address: i 'm fit - K Historic District: Yes No
Parcel ID: % a 0 30 -Oc)c' a 2-0t) O Residential Commercial E
Type of Work: New Addition [3'Alteration Repair Demo[] Change of Use Move
Description of Work: Je GI, t 1L) k1l A 4 Q!-"
Plan Review Contact Person: --t n
Phone: YQ 7 -Y99 -239 Fax: Email:0&dA 0LA - 6A0 OhuP t nNDP J `
Property Owner Information
Name Phone: ( —% 9
Street: &Oon Al P &R-S 3 U ld * 101 Resident of property?: N f ,4
City, State Zip.OkOOPM b El 3 2-Z3S
Contractor Information
Name -A v
Street 0 at
City, State Zip:
Phone:
G/6 % ) 7 — G lf F
Fax:
State License No.: L-9 C/ dS 9 O 3%
Architect/Engineer Information /
l
Name: c's G c. "' t' L L L Phone: %
a 3 1 Q 7
Street: 10 S4 /dk syc yo 6y Fax -
O/S a 7r 29
City, St, Zip: (f JC) 1-E-mail: l Qs
Bonding Company_ Mortgage Lenden-
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE -OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 60' Edition (2017) Florida Building Code
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 districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I e.
done in compliance ll a
Signature of Owner/
all of the foregoing information is accurate and that all work will be
laws regulating construction and zoning.
Date
e,y-. Kle-e-o e
Print Owner/Agent's Name
ature of Nota - tate of Flon a Date
Yasmin Cook
NOTARY PUBLIC
STATE OF FLORID
Own CommtP6L3St3 mown to M or
Product''W Expirer€y-RZ5a8
O'249; --/el
Signature of Contractor/Agent Date
00, '9
Prin t.Con tractor/AeenMamC
g.nalureolNytaanat40 onda DateI7IZ6r ARCC;; NOTARY
PUBLIC S
STATE OF FLORIDA MoC
m# t
018400
ersonall
Known to or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: UTILITIES: ENGINEERING:
FIRE: Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
COMMENTS:
is wr Ii i.c.-.'o.- Su; Id - ouf a % sh.,., r, ar
U i y •ALL
BUILDING DIVISION
SEP 10 ZU16 <
PERMIT APPLICATION
Application No: I k - 3 8
C
Documented Construction Value: $
Job Address: j 1 ' u ' n SCiJ f7A t -- 3OW3 Histori District: Yes No[]
Parcel ID: a-J - 3u -5ul -Uyc' a -o100 v Residential Commercial
Type of Work: New Addition [3/Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: fi7'i'1
Phone: YQ Z -Y99 -AZY Fax:
Title: // i1 g
Email: d dA- 6(AlorzrriiloPJtCG TP.0 Jgqi?N U
Property Owner Information
Name S V P S ,or, 1 Q x Phone:
Street: I n Al P,h-ll_S 3 e v e I Resident of property?: N f p
City, State Zip:OUAPOO d P1 3 2C35
Contractor Information
l
Name Ct
Street 0 A 6.
f
J
City, State Zip:
Phone:
L/a % ) 7 4 — C//'E/
Fax:
State License No:: L- 9 C I aS 9 C •3 7
r
Architect/Engineer Information
Name: /- c's l' Gf6d ., t LL L Phone:
Street: <7d 10 s4 Ala s- o 67 Fax i 61 a 7/ S9
I l/
City, St, Zip: 0 d C'y E-mail: ( _ e S, N
Bonding Company_ —mortgage-Lender-
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`s Edition (2017) Florida Building Code
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 districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT:
done in compliance
Signature of Owner/Agent
all of the foregoing information is accurate and that all work will be
laws regulating construction and zoning.
Date
Print Owner/Agent's Name
ature of Nota - to of Flon a Date
SQ,%
RYasmin Cook
NOTARY PUBLIC
STATE OF FLORIDOwnCnmm#6L f nown to M or
Produal Ex ireT,#VW22)
g4 7
Signature of Contractor/Agent Date
l7
Iotwir, t8o onda Date No1Yar
un "1.L.v
NOTARY PUBLIC
STATE OF FLORIDA
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Known to
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads _
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Fire Alarm Permit: Yes No
UTILITIES: /WASTE WATER:
FI % a BUILDING:
Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #2018102787 Book:9206 Page:843; (1 PAGES) RCD: 9/10/2018 2:39:33 PM
C` THIS INSTRUN RED BY, (A ' of C+
Address:
rVl t
NOTICE OF COMMENCEMENT'
CERTIFIED COPY GRANT MALOY
CLERK 0. THE CIRCUIT COURT joANDCOMPTROLLER
SEMINOLEC C;TYORIDA6Y
DKdata
State
of Florida County
of Seminole / j ^
1 ` ' 1 /j/) _ d PermitNumber. 9 — CoC 0 is 3 ' Parcel ID Number: V 1 - 21V - 3 v - I -yO 0 dL The undersigned
hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713.
Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF
GENERAL DYCRIPTION
OF IMPROYEM T: j 1 / C% aC, G- 1,,,c 1) 1 1 Pi r &— /A )nl IS 7 J 6-e zo le Fee Simple
Title Holder (if other than owner) Name: CONTRACTOR: 3
Name: 0`
4 r 4 . 6 C'U C O,n / r -t Address: S() ,. ,
n / A1, 4..,.1_, i_ Parsons within
the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes. Name: In
addition
to himself. Owner Designates of To receive
a copy of the Llenor's Notice as Provided In Section 713.
13(1)(b), Florida Statutes. Expiration Date
of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date
Is specified) WARNING TO
OVANER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPR PER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES,
AND CAN RESUL OUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MU RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF
YOU INTEND O AIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCI
OR CORDING YOUR NOTICE OF COMMENCEMENT. Under penalt'
of per clare that ave read the foregoing and that the facts stated In It are true to the
bes f n I d-b0 le. Ale( _eeec
c no Signaturo
owner's Pdntm Name Florida Statute
3.r Xg): ' The owner must sign the notice of commencement and no on• use my bo poeNrloo to sign in his of her stead' State of
County of Jf'znncj pp jj77n,-,
The foregoing
Instrum",[/mot wpas acknowledged before me this day of (/LPFgM1/ if rf, Zp by > ' -
e
C-
e- Who is personally known to me Yd Name of person
making statement OR who has
produced identification type of Identification produced: Yesmin Cook NOTARY
PUBLIC 144
oSTATE OFFLORIDACommayGG184000Nota "LE1°
Expires217/2022
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688.5051
G3
DATE: /1f PERMIT NUMBER: It-2
BUSINESS/PROJECT NAME:
ADDRESS: 5-t, Zoo
CONTACT NAME: PHONE:
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO
TOTAL FEES: i r
INSPECTION SEQUENCE
BP# 18-3831
ADDRESS: 2921 S. Orlando Drive
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
10 Frame
Insulation Rough
Firewall Screw Pattern
20 Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
1000 Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
B.M, PERMITinrimMaxInspectionDescription
Rough Plumb
Plumbing Underground
Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED: June 2014
4--L
AUG Q 120
f
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 3L 55
Documented Construction Value: S
Job Address: 2921 S ORLANDO DRIVE, Sanford, FL, 32773 Historic District: Yes No
Parcel ID: 01203050900002600 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: WIRELESS ANTENNA UPGRADE UI
W10
Plan Review Contact Person: Betty Tufford Title: Permitting Specialest
Phone: 561-633-5250 Fax: Email: batufford@tepgroup.net
Tower Owner Information
Name ATC Sequoia LLC Phone: 781-926-4500
Street: _10 Presidential Way Resident of property? no
City, State Zip: Woburn MA 01801
Contractor Information
Name I V1"(-- ro kd Phone: C6 13 -Gl R LP - q Ct 2-
Street: G33I C- r-OUJlev- h Vf- Fax:
City, State Zip:_11CY)AYASSq 1=L 335q :; State License No.: C«ouaaaa
Architect/Engineer Information
Name: TEP GROUP /Graham Andres Phone:
Street: 326 Tryon Road Fax:
City, St, Zip: Raleigh NC 27603
Bonding Company: n/a
Address: n/a
919-661-6351
E-mail: gandres@tepgroup.net
Mortgage Lender:
Address:
n/a
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised June 30, 2015 S / 3. Permit Application
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 districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify -the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in co li nce with all applicable laws regulating construction and zoning.
By: r
Signature of Tower Owner/Agent Date Signature of Co for/Agent Date
Maazgaret Robinson, Senior Counsel, ATC Sequoia LLC
Print Owner/Agent's Name J
MELISSA ANN METZLER
111 Notary Public
Commonwealth of Massachusetts
Commission Expires March 14, 2025
Tower Owner/Agerif is x-----1'er:
Produced ID Type of ID
5 `1-
Date
to Me or
Print Contractor/Agent's Name
Etxxa . L9/3f1
Date
TEENA N. MILLER
Commission # FF 145743
d- s Expires November 28, 2018
f orM1c:,Bondod Tlw Troy Foul Insumra E00-785-70ig
Contractor/Agent is t1 Personally Known to Me or
rgo u ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
ll^
APPROVALS: ZONING:CPi'ILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: F— .z k 1 d'
As shown on plan, ok for antenna upgrade on existing 98.8 foot monopole communication tower at
2931 Orlando Drive. The Orlando Sanford -International Airport must be contacted if any cranes are
used.
Revised: June 30, 2015 Permit Application
INSPECTION SEQUENCE
BP# 18-3435
ADDRESS: 2921 S. Orlando Drive
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins ection
Building Ceiling Air Barrier
Insulation Roof (Com' 1)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
1000 Final Building (Other) Antenna upgrade
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
1PL MBING PERMIT
Min Max Inspection Description
Rough Plumb
Plumbing Underground
Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED: June 2014
I .
t
OFFICE Ak
AMERICAN TOWER"
C O R P O R A T I O N
Structural Analysis Report
Structure 98.8 ft Monopole
ATC Site Name Sanford FL, FL
ATC Site Number 412281
Engineering Number : OAA724774_C3_01
Proposed Carrier T-Mobile
Carrier Site Name SANFORD PLAZA
Carrier Site Number 132046
Site Location 2921 S ORLANDO DRIVE
Sanford, FL 32773-8029
28.771400,-81.275800
County SEMINOLE
Date February 23, 2018
Max Usage 86%
Result Pass
Prepared By: Reviewed By
Adam Pittman
Structural Engineer II
PERMIT # 2 e-
1LjA
t
VIA
48
p STATE OF
Feb 26 2018 3:36 PM
cosign
COA: 9053
ATC Tower Services LLC - 3S00 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
A
AMERICAN TOWER•
c o e r o 0 A 1 o n
Table of Contents
Eng. Number OAA724774_C3_01
February 23, 2018
Introduction....................................................................................................................................................... 1
SupportingDocuments..................................................................................................................................... 1
Analysis............................................................................................................................................................... 1
Conclusion.......................................................................................................................................................... 1
Existing and Reserved Equipment................................................................................................................... 2
Equipmentto be Removed.............................................................................................................................. 2
ProposedEquipment........................................................................................................................................ 2
StructureUsages.................................................................................................................................................3
Foundations........................................................................................................................................................ 3
Deflection, Twist, and Sway.............................................................................................................................. 3
StandardConditions...........................................................................................................................................4
Calculations.......................................................................................................................................... Attached
ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919.468-0112 Office - 919-466-5414 Fax - www.americantower.com
AMERICANTOWER"
CORPO RAT ION
Introduction
Eng. Number OAA724774_C3_01
February 23, 2018
Page 1
The purpose of this report is to summarize results of a structural analysis performed on the 98.8 ft monopole
to reflect the change in loading by T-Mobile.
Supporting Documents
Tower Drawings HighTower Mapping Site #412281, dated October 3, 2016
Geotechnical Report ATC Project #31.19385.0037, dated July 24, 2000
Analysis
The tower was analyzed using American Tower Corporation's tower analysis software. This program
considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222.
Basic Wind Speed: 110 mph (3-Second Gust, Vasd) / 139 mph (3-Second Gust, Vult)
Basic Wind Speed w/ Ice: No Ice Considered
Code: ANSIJTIA-222-G / 2015 IBC / 6th Ed. (2017) Florida Building Code
Structure Class: II
Exposure Category: B
Topographic Category: 1
Crest Height: 0 ft
Spectral Response: Ss = 0.08, S1= 0.04
Site Class: D - Stiff Soil
Conclusion
Based on the analysis results, the structure meets the requirements per the applicable codes listed above.
The tower and foundation can support the equipment as described in this report.
If you have any questions or require additional information, please contact American Tower via email at
Engineering@americantower.com. Please include the American Tower site name, site number, and
engineering number in the subject line for any questions.
ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518-919-468.0112 Office - 919.466.5414 Fax - www.americantower.com
Eng. Number OAA724774_C3_01AFebruary23, 2018
AMERICAN TOWER•
Page 2
C O A r O A A T 1 O N
Existing and Reserved Equipment
Elevation' (ft)
4tY Antenna Mount Type Lines Carrier
Mount RAD
98.0 98.0
3 Commscope CBC721-DF-2X
Platform w/ Handrails
9) 15/8" Coax
1) 1.58" Hybrid
Verizon
3
Ericsson RRUS 32 w/ Solar Shield (52.9
Ibs)
1 Raycap RRFDC-3315-PF-48
6 JMA Wireless C7CQCAP-FRO-656-VRO
1 VZW Unused Reserve: 17,135 sq in
Equipment to be Removed
Elevation' (ft)
QtY Antenna Mount Type Lines Carrier
Mount RAD
Ericsson RRUS 32 w/ Solar Shield (52.9
3
Ibs)
98.0 98.0
5Coax Verizon
3CommscopeCBC721DF-2X 11))
158" Hybrid 3
Commscope ATSBT-TOP-FM-4G 3
Antel BXA-70063/6CF_ Proposed
Equipment Elevation' (
ft) 4ty
Antenna Mount Type Lines Carrier Mount
RAD 98.
0 98.0 6
Ericsson Radio 2212 132/1366A Platform
w Handrails an2) 15/8" Fiber Verizon 3
Ericsson Radio 2212 1313/135 3
CommscopeTD-PCS-I-B3B4-BSE 1
1 Raycap RCMDC-6627-PF-48 Mount
elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna
above ground level (AGL). Install
proposed coax outside the pole shaft. Stacking coax is not allowed. ATC
Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-469.0112 Office - 919-466-5414 Fax - www americantower.com
Eng. Number OAA724774_C3_01AFebruary23, 2018
AMERICAN TOWER•
Page 3
C O A e 0 A A T 1 0 N
Structure Usages
Structural Component Controlling Usage Pass/Fail
Shaft 86% Pass
Foundations
Reaction Component Analysis Reactions of Usage
Moment (Kips -Ft) 1,330.0 34%
Axial (Kips) 57.5 18%
The structure base reactions resulting from this analysis were found to be acceptable through analysis based on
geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be
required.
ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www americantower com
A
AMERICAN TOWER'
C G R P G R n T 1 C x
Standard Conditions
All engineering services performed by ATC Tower Services LLC are prepared on the basis that the
information used is current and correct. This information may consist of, but is not limited to the
following:
Information supplied by the client regarding antenna, mounts and feed line loading
Information from drawings, design and analysis documents, and field notes in the possession of
ATC Tower Services LLC
It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC
and used in the performance of our engineering services is correct and complete.
All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower")
are inspected at regular intervals. Based upon these inspections and in the absence of information to
the contrary, American Tower assumes that all structures were constructed in accordance with the
drawings and specifications.
Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in
accordance with the current revision of ANSI/TIA-222.
All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the
conclusions, opinions and recommendations made by others based on the information supplied
herein.
ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466.5414 Fax - www.americantower.com
Job Number: OAA724774
Site Name: Sanford FL, FL
Engineer: Adam.Pittman
Date: 02/23/18
Design Criteria
Code Input: TIA-222-G
Design Windspeed: 1^16 mph
GH: 1.10
Height of Crest: 6 ft
Ice Windspeed: jO mph
Radial Ice: 0`•60 in
Operational Windspeed: M--40 mph
W Load Factor:
W;Load Factor: 1.0
Weight of Ice: S6 pcf
Cross -sectional Dimensions
Base Section (1):
Base Width: 42.34 in
Top Width: 26)0 in
Base Thickness: 6.00 in
Top Thickness: 3.75 in
Length: 98.75 ft
Seismic Analysis Method
Kp: 0.95
Topo. Category: 1
Structure Class: II
Exposure: B'
D Load Factor 1: L2
D Load Factor 2: 0 9
E Load Factor: 1;0
D, Load Factor: Yb
Ignore R. Effect: N
1 Number of Sections
Equivalent Lateaal'FOfCe Procedure =--
Site Class: -D
Wind Importance: 1.00
Wind with Ice Importance: 1.00
Ice Thickness Importance: 1.00
Earthquake Importance: 1.00
S,.
Sl: O.046
For Mapped Poles
Top of Tower: _ 98:.75.ft Base Moment Override: y
Concrete Strength (f'c): 12060 psi Moment Capacity: 1721 k-ft
Concrete Unit Weight: 145'pcf
Concrete Elastic Modulus: 5381780 psi
Concrete Rupture Strength: 822 psi
r-
Site Number: OAA724774
Site Name: Sanford FL, FL
Engineer: Adam.Pittman
Date: 2/23/2018
Code Input: TIA-222-G
Antenna/Mount Mechanical Properties, Wind, Weight and Ice Loads
Antenna
Name & Man.)
Height
in)
Width
in)
Depth
in)
Round
Flat
R/F)
Weight
lb)
Total Orient.
Factor
Elev.
ft)
KA
Ant.)
Ice
Thickness
in)
K, C. EPA
Bare
ft')
EPA
Ice
ft)
i Wt.
Bare
lb)
E Wt.
Ice
lb)
2212 B2/B66A 16.5 13.5 6.3 F 43.0 6 0.50 98.0 0.75 0.00 1.00 1.20 4.2 4.2 258 258
CBC721-DF-2X (11.51b) 7.7 6.0 3.7 F 11.5 3 0.50 98.0 0.75 0.00 1.00 1.20 0.4 0.4 35 35
RRUS 32 w/ S.S. 27.2 12.1 7.0 F 52.9 3 0.50 98.0 0.75 0.00 1.00 1.20 3.1 3.1 159 159
RRFDC-3315-PF-48 28.7 11.7 10.3 F 32.0 1 0.50 98.0 0.75 0.00 1.00 1.20 1.0 1.0 32 32
2212 B13/B5 16.5 13.5 5.9 F 44.1 3 0.50 98.0 0.75 0.00 1.00 1.20 2.1 2.1 132 132
C7CQCAP-FRO-656-VRO 72.0 18.8 10.2 F 53.2 6 0.67 98.0 0.75 0.00 1.00 1.26 35.7 35.7 319 319
TD-PCS-I-B3B4-BSE 18.3 14.4 3.5 F 35.5 3 0.50 98.0 0.75 0.00 1.00 1.20 2.5 2.5 107 107
RCMDC-6627-PF-48 29.5 16.5 12.6 F 32.0 1 0.50 98.0 0.75 0.00 1.00 1.20 1.5 1.5 32 32
12
13
14
15
Mount
Type)
CAAc
Bare
ft')
CAAc
Ice
ft)(lb)
Weight
Bare
Weight
Ice
Ib)
KA
Mnt.)
E EPA
Bare
ft)
i EPA
Ice
ft)
KZ Qz
Bare
Psf)
QZ
Ice
Psf)
FA
Bare
lb)
FA
Ice
lb)
E Wt.
Bare
lb)
E Wt.
Ice
lb)
R. Platform w/ HR 27.2 2000.0 1.00 31.4 4.2 0.983 28.86 2.15 996 10 2258 258
VZW Unused Reserve 119.1 1426.8 1.00 119.5 0.4 0.983 28.86 2.15 3794 1 1461 35
Platform Kickers 5.0 225.0 1.00 8.1 3.1 0.983 28.86 2.15 257 7 384 159
4 1.0 1.0 0.983 28.86 2.15 33 2 32 32
5 2.1 2.1 0.983 28.86 2.15 66 5 132 132
6 35.7 35.7 0.983 28.86 2.15 1133 84 319 319
2.5 2.5 0.983 28.86 2.15 78 6 107 107
8 1.5 1.5 0.983 28.86 2.15 48 4 32 32
9
10
11
12
13
14
15
Site Number: OAA724774
Site Name: Sanford FL, FL
Engineer: Adam.Pittman
Date: 02/23/18
Code Input: TIA-222-G
Tower Section Properties
Elevation
ft)
Base
O.D.
in)
Top
O.D.
in)
Thickness
in)
Base
I.D.
in)
Top
I.D.
in)
P.W.
in)
P.W.
F / R
W,.ax
lb/ft)
R. Inertia
in4)
Area
in)
Section
Modulus
in')
Section
Cracked
in4)
3.29 42.34 41.61 6.00 30.34 29.61 1.98 R 12.2 0.047 37583 678 5485 Yes
6.58 41.61 40.89 5.93 29.76 29.04 1.98 R 12.2 0.048 35158 658 5223 Yes
9.88 40.89 40.17 5.85 29.19 28.47 1.98 R 12.2 0.049 32853 637 4970 Yes
13.17 40.17 39.45 5.78 28.62 27.90 1.98 R 12.2 0.050 30661 617 4724 Yes
16.46 39.45 38.73 5.70 28.05 27.33 1.98 R 12.2 0.051 28581 598 4487 Yes
19.75 38.73 38.01 5.63 27.48 26.76 1.98 R 12.2 0.052 26608 579 4257 Yes
23.04 38.01 37.28 5.55 26.91 26.18 1.98 R 12.2 0.053 24738 560 4036 Yes
26.33 37.28 36.56 5.48 26.33 25.61 1.98 R 12.2 0.054 22967 541 3822 Yes
29.63 36.56 35.84 5.40 25.76 25.04 1.98 R 12.2 0.055 63879 523 3616 No
32.92 35.84 35.12 5.33 25.19 24.47 1.98 R 12.2 0.056 59133 504 3417 No
36.21 35.12 34.40 5.25 24.62 23.90 1.98 R 12.2 0.057 54656 487 3226 No
39.50 34.40 33.68 5.18 24.05 23.33 1.98 R 12.2 0.058 50435 469 3041 No
42.79 33.68 32.96 5.10 23.48 22.76 1.98 R 12.2 O.OS9 46462 452 2864 No
46.08 32.96 32.23 5.03 22.91 22.18 1.98 R 12.2 0.061 42726 435 2694 No
49.38 32.23 31.51 4.95 22.33 21.61 1.98 R 12.2 0.062 39219 419 2530 No
52.67 31.51 30.79 4.88 21.76 21.04 1.98 R 12.2 0.064 35930 402 2373 No
SS.96 3079 30.07 4.80 21.19 20.47 1.98 R 12.2 0.065 32850 386 2223 No
59.25 30.07 29.35 4.73 20.62 19.90 1.98 R 12.2 0.067 29971 371 2079 No
62.54 29.35 28.63 4.65 20.05 19.33 1.98 R 12.2 0.068 27284 356 1941 No
65.83 28.63 27.91 4.58 19.48 18.76 1.98 R 12.2 0.070 24780 341 1810 No
69.13 27.91 27.18 4.50 18.91 18.18 1.98 R 12.2 0.072 22450 326 1684 No
72.42 27.18 26.46 4.43 18.33 17.61 1.98 R 12.2 0.074 20287 311 1564 No
75.71 26.46 25.74 4.35 17.76 17.04 1.98 R 12.2 0.076 18283 297 1450 No
79.00 25.74 25.02 4.28 17.19 16.47 1.98 R 12.2 0.078 16429 283 1341 No
82.29 25.02 24.30 4.20 16.62 15.90 1.98 R 12.2 0.080 14718 270 1238 No
85.58 24.30 23.58 4.13 16.05 15.33 1.98 R 12.2 0.083 13143 257 1140 No
88.88 23.58 22.85 4.05 15.48 14.75 1.98 R 12.2 0.085 11696 244 1048 No
92.17 22.85 22.13 3.98 14.90 14.18 1.98 R 12.2 0.088 10371 231 960 No
95.46 22.13 21.41 3.90 14.33 13.61 1.98 R 12.2 0.091 9160 219 877 No
98.75 21.41 20.69 3.83 13.76 13.04 1.98 R 12.2 0.094 8056 207 799 No
Site Number: OAA724774
Site Name: Sanford FL, FL
Engineer: Adam.Pittman
Date: 02/23/18
Code Input: TIA-222-G
Shaft Wind and Dead loads
Elevation
ft)
Average
O.D.
in)
R. C Cr K, K„ Shaft
E.P.A.
ft)
C,EPA
ft')
App.
C, E.P.A.
ft)
Q,
Pst)
F,
lb)
Pole
Weight
lb)
App.
Weight
lb)
Total
Weight
lb)
3.29 41.97 0.05 322 0.60 0.70 1.00 11.51 6.91 0.00 20.56 156 2248 40 2288
6.58 41.25 0.05 316 0.60 0.70 1.00 11.32 6.79 0.00 20.56 154 2180 40 2220
9.88 40.53 0.05 311 0.60 0.70 1.00 11.12 6.67 0.00 20.56 151 2113 40 2153
13.17 39.81 0.05 305 0.60 0.70 1.00 10.92 6.55 0.00 20.56 148 2047 40 2087
16.46 39.09 0.05 299 0.60 0.70 1.00 10.72 6.43 0.00 20.56 145 1982 40 2022
19.75 38.37 0.05 294 0.60 0.70 1.00 10.52 6.31 0.00 20.56 143 1918 40 1958
23.04 37.65 0.05 288 0.60 0.70 1.00 10.33 6.20 0.00 20.56 140 1855 40 1895
26.33 36.92 0.05 283 0.60 0.70 1.00 10.13 6.08 0.00 20.56 137 1793 40 1833
29.63 36.20 0.05 277 0.60 0.70 1.00 9.93 5.96 0.00 20.56 135 1732 40 1772
32.92 35.48 0.06 274 0.60 0.71 1.00 9.73 5.84 0.00 20.82 134 1672 40 1712
36.21 34.76 0.06 272 0.60 0.73 1.00 9.53 5.72 0.00 21.42 135 1613 40 1654
39.50 34.04 0.06 270 0.60 0.75 1.00, 9.34 5.60 0.00 21.99 135 1555 40 1596
42.79 33.32 0.06 267 0.60 0.77 1.00 9.14 5.48 0.00 22.52 136 1498 40 1539
46.08 32.59 0.06 264 0.60 0.78 1.00 8.94 5.36 0.00 23.02 136 1443 40 1483
49.38 31.87 0.06 261 0.60 0.80 1.00 8.74 5.25 0.00 23.49 136 1388 40 1428
52.67 31.15 0.06 258 0.60 0.82 1.00 8.55 5.13 0.00 23.95 135 1334 40 1374
55.96 30.43 0.07 254 0.60 0.83 1.00 8.35 5.01 0.00 24.38 134 1281 40 1321
59.25 29.71 0.07 250 0.60 0.84 1.00 8.15 4.89 0.00 24.79 133 1229 40 1270
62.54 28.99 0.07 246 0.60 0.86 1.00 7.95 4.77 0.00 25.19 132 1178 40 1219
65.83 28.27 0.07 242 0.60 0.87 1.00 7.75 4.65 0.00 25.57 131 1129 40 1169
69.13 27.54 0.07 237 0.60 0.88 1.00 7.56 4.53 0.00 25.94 129 1080 40 1120
72.42 26.82 0.07 232 0.60 0.90 1.00 7.36 4.41 0.00 26.29 128 1032 40 1072
75.71 26.10 0.08 228 0.60 0.91 1.00 7.16 4.30 0.00 26.64 126 985 40 1026
79.00 25.38 0.08 223 0.60 0.92 1.00 6.96 4.18 0.00 26.97 124 939 40 980
82.29 24.66 0.08 218 0.60 0.93 1.00 6.76 4.06 0.00 27.29 122 895 40 935
85.58 23.94 0.08 213 0.60 0.94 1.00 6.57 3.94 0.00 27.61 120 851 40 891
88.88 23.22 0.09 207 0.60 0.95 1.00 6.37 3.82 0.00 27.91 117 808 40 849
92.17 22.49 0.09 202 0.60 0.96 1.00 6.17 3.70 0.00 28.21 115 767 40 807
95.46 21.77 0.09 196 0.60 0.97 1.00 5.97 3.58 0.00 28.50 112 726 40 766
98.75 21.05 0.09 191 0.60 0.98 1.00 5.77 3.46 0.00 28.78 110 686 40 726
Site Number: OAA724774
Site Name: Sanford FL, FL
Engineer: Adam.Pittman
Date: 02/23/18
Code Input: TIA-222-G
Shaft Concurrent Ice + Wind Loads & Ice Weight
Elevation
ft)
Average
Width
in)
Ice
Thickness
in)
R. Cf K, Kn Shaft
EPA
ft`)
C,EPA
ft`)
App.
C, E.P.A.
ft`)
Q.
Psf)
F,
lb)
Pole Ice
Weight
lb)
App. Ice
Weight
lb)
Total
Weight
lb)
3.29 41.97 0.00 0.05 1.20 0.70 1.00 11.51 13.82 0.65 1.53 24 2248 40 2288
6.58 41.25 0.00 0.05 1.20 0.70 1.00 11.32 13.58 0.65 1.53 24 2180 40 2220
9.88 40.53 0.00 0.05 1.20 0.70 1.00 11.12 13.34 0.65 1.53 24 2113 40 2153
13.17 39.81 0.00 0.05 1.20 0.70 1.00 10.92 13.10 0.65 1.53 23 2047 40 2087
16.46 39.09 0.00 0.05 1.20 0.70 1.00 10.72 12.87 0.65 1.53 23 1982 40 2022
19.75 38.37 0.00 0.05 1.20 0.70 1.00 10.52 12.63 0.65 1.53 22 1918 40 1958
23.04 37.65 0.00 0.05 1.20 0.70 1.00 10.33 12.39 0.65 1.53 22 1855 40 1895
26.33 36.92 0.00 0.05 1.20 0.70 1.00 10.13 12.15 0.65 1.53 22 1793 40 1833
29.63 36.20 0.00 0.05 1.20 0.70 1.00 9.93 11.92 0.65 1.53 21 1732 40 1772
32.92 35.48 0.00 0.06 1.20 0.71 1.00 9.73 11.68 0.65 1.55 21 1672 40 1712
36.21 34.76 0.00 0.06 1.20 0.73 1.00 9.53 11.44 0.65 1.60 21 1613 40 1654
39.50 34.04 0.00 0.06 1.20 0.75 1.00 9.34 11.20 0.65 1.64 21 1555 40 1596
42.79 33.32 0.00 0.06 1.20 0.77 1.00 9.14 10.97 0.65 1.68 21 1498 40 1539
46.08 32.59 0.00 0.06 1.20 0.78 1.00 8.94 10.73 0.65 1.72 21 1443 40 1483
49.38 31.87 0.00 0.06 1.20 0.80 1.00 8.74 10.49 0.65 1.75 21 1388 40 1428
52.67 31.15 0.00 0.06 1.20 0.82 1.00 8.55 10.25 0.65 1.78 21 1334 40 1374
55.96 30.43 0.00 0.07 1.20 0.83 1.00 8.35 10.02 0.65 1.82 21 1281 40 1321
59.25 29.71 0.00 0.07 1.20 0.84 1.00 8.15 9.78 0.65 1.85 21 1229 40 1270
62.54 28.99 0.00 0.07 1.20 0.86 1.00 7.95 9.54 0.65 1.88 21 1178 40 1219
65.83 28.27 0.00 0.07 1.20 0.87 1.00 7.75 9.30 0.65 1.91 21 1129 40 1169
69.13 27.54 0.00 0.07 1.20 0.88 1.00 7.56 9.07 0.65 1.93 21 1080 40 1120
72.42 26.82 0.00 0.07 1.20 0.90 1.00 7.36 8.83 0.65 1.96 20 1032 40 1072
75.71 26.10 0.00 0.08 1.20 0.91 1.00 7.16 8.59 0.65 1.99 20 985 40 1026
79.00 25.38 0.00 0.08 1.20 0.92 1.00 6.96 8.35 0.65 2.01 20 939 40 980
82.29 24.66 0.00 0.08 1.20 0.93 1.00 6.76 8.12 0.65 2.03 20 895 40 935
85.58 23.94 0.00 0.08 1.20 0.94 1.00 6.57 7.88 0.65 2.06 19 851 40 891
88.88 23.22 0.00 0.09 1.20 0.95 1.00 6.37 7.64 0.65 2.08 19 808 40 849
92.17 22.49 0.00 0.09 1.20 0.96 1.00 6.17 7.40 0.65 2.10 19 767 40 807
95.46 21.77 0.00 0.09 1.20 0.97 1.00 5.97 7.17 0.65 2.12 18 726 40 766
98.75 21.05 0.00 0.09 1.20 0.98 1.00 5.77 6.93 0.65 2.14 18 686 40 726
Site Number: OAA724774 F.:
Site Name: Sanford FL, FL F,,:
Engineer: Adam.Pittman Sos:
Date: 02/23/18 Sp,:
Code Input: TIA-222-G f,:
R:
Shaft and Appurtenance Seismic Design Loads
Elevation
ft)
Weight
Section
lb)
E Weight
Appurt.
lb)
Vertical
Force
Dist.
Lateral
Seismic
Force (lb)
3.29 2288 0 0.00 0
6.58 2220 0 0.00 0
9.88 2153 0 0.00 0
13.17 2087 0 0.00 1
16.46 2022 0 0.01 1
19.75 1958 0 0.01 1
23.04 1895 0 0.01 2
26.33 1833 0 0.01 2
29.63 1772 0 0.01 3
32.92 1712 0 0.02 3
36.21 1654 0 0.02 4
39.50 1596 0 0.02 4
42.79 1539 0 0.03 5
46.08 1483 0 0.03 5
49.38 1428 0 0.03 6
52.67 1374 0 0.04 6
55.96 1321 0 0.04 7
59.25 1270 0 0.04 7
62.54 1219 0 0.04 8
65.83 1169 0 0.05 8
69.13 1120 0 0.05 9
72.42 1072 0 0.05 9
75.71 1026 0 0.05 10
79.00 980 0 0.06 10
82.29 935 0 0.06 10
8S.S8 891 0 0.06 11
88.88 849 0 0.06 11
92.17 807 0 0.06 11
95.46 766 4725 0.06 12
98.75 726 0 0.07 12
1.60 SA / k,: 2.00
2.40 W,,: 0lb
0.08 W,: 47889lb
0.06 V5: 178 lb
0.01 Htz
1.5
Site Number: OAA724774
Site Name: Sanford FL, FL
Engineer: Adam.Pittman
Date: 02/23/18
Code Input: TIA-222-G
Shaft Shear, Axial and Zero Tension, Cracking and Flexural Strengths
Elevation
ft)
P„
0.7
Ib)
n
0.75
Ib)
Mo
Ib-ft)
Mc,
lb-ft)
Wn
0=0.9
lb-ft)
3.29 3498094 220294 376897 744709 1548900
6.58 3392289 215323 369941 720045
9.88 3288056 210541 362986 695953
13.17 3185394 205953 356032 672423j1i""
16.46 3084303 201565 349079 649446
19.75 2984785 197385 342127 627014
23.04 2886838 193422 335177 605117
26.33 2790462 189686 328227 583746
29.63 2695659 186191 321279 562891
32.92 2602426 182952 314332 542545
36.21 2510766 179961 307387 522697
39.50 2420677 177202 300444 503338
42.79 2332160 174708 293502 484460
46.08 2245214 172517 286561 466054
49.38 2159840 170675 279623 448110
52.67 2076037 165318 272687 430619
55.96 1993806 158770 265753 413573
59.25 1913147 152347 258821 396961
62.54 1834060 146049 251892 380776
65.83 1756544 139876 244966 365008
69.13 1680599 133829 238042 349649
72.42 1606226 127906 231122 334688
75.71 1533425 122109 224205 320119
79.00 1462196 116437 217292 305930
82.29 1392538 110890 210383 292114
85.58 1324452 105468 203478 278662
88.88 1257937 100172 196579 265565
92.17 1192994 95000 189684 252815
95.46 1129622 89954 182796 240402
98.75 1067823 85033 109601 162005
P per AC1318-05, 10.3.6.1 and 10.3.6.3, per AC1318-05, 9.3.2.2
V per AC1318-05, 11.4.2, per AC1318-05, 9.3.2.3
Unfactored Tower Loads & Deflections
Site Number:
Site Name:
Engineer:
Date:
Code Input:
Load Case: Dead Load + Wind Load
OAA724774
Sanford FL, FL
Adam.Pittman
02/23/18
TIA-222-G
Load Case: Dead Load + Wind Load + Ice Load
Elevation
ft)
Weight
lb)
Shear
lb)
MUteral
lb-ft)
MPe
lb-ft)
MTobt
lb-ft)
A
in)
A
Degrees)
Weight
lb)
Shear
lb)
MLa1e,ai
lb-ft)
MPe
lb-ft)
MToni
lb-ft)
e
in)
0
Degrees)
0.0 47889 10395 815394 15841 831235 0.0 0.00 44237 752 41695 524 42219 0.0 0.00
3.3 45601 10239 781435 15793 797227 0.0 0.02 41949 728 39259 522 39780 0.0 0.00
6.6 43381 10085 747985 15653 763639 0.1 0.06 39730 704 36902 515 37417 0.0 0.00
9.9 41228 9934 715037 15430 730467 0.1 0.10 37577 680 34624 505 35129 0.0 0.00
13.2 39141 9786 682581 15130 697711 0.2 0.14 35490 657 32422 492 32914 0.0 0.01
16.5 37119 9641 650608 14760 665368 0.3 0.18 33468 634 30296 475 30772 0.0 0.01
19.8 35161 9498 619109 14326 633436 0.5 0.22 31510 612 28245 456 28701 0.0 0.01
23.0 33266 9358 588076 13836 601912 0.7 0.26 29614 590 26267 435 26702 0.0 0.01
26.3 31433 9220 557500 13294 570794 0.9 0.31 27781 568 24360 413 24772 0.0 0.01
296 29661 9086 527372 12708 540080 1.1 0.35 26009 547 22524 388 22912 0.1 0.02
32.9 27948 8952 497686 12084 509769 1.4 0.40 24296 526 20757 363 21120 0.1 0.02
36.2 26295 8817 468441 11427 479868 1.7 0.44 22643 505 19060 337 19397 0.1 0.02
39.5 24699 8681 439642 10743 450385 2.0 0.49 21047 484 17433 310 17743 0.1 0.02
42.8 23160 8546 411289 10039 421327 2.4 0.54 19509 462 15876 284 16160 0.1 0.02
46.1 21678 8410 383383 9319 392702 2.8 0.59 18026 441 14390 257 14647 0.1 0.03
49.4 20250 8274 355924 8589 364513 3.3 0.64 16598 419 12975 231 13206 0.1 0.03
52.7 18875 8139 328910 7855 336765 3.7 0.69 15224 398 11630 205 11835 0.2 0.03
56.0 17554 8005 302340 7121 309460 4.3 0.74 13902 376 10356 180 10536 0.2 0.03
59.3 16284 7872 276210 6392 282602 4.8 0.80 12633 355 9151 156 9308 0.2 0.03
62.5 15066 7739 250517 5674 256191 5.4 0.85 11414 334 8016 134 8150 0.2 0.04
65.8 13897 7609 225257 4971 230228 6.0 0.90 10245 313 6950 112 7063 0.3 0.04
69.1 12777 7479 200425 4288 204713 6.7 0.95 9125 293 5953 93 6046 0.3 0.04
72.4 11704 7351 176016 3628 179644 7.4 1.00 8053 272 5023 74 5098 0.3 0.04
75.7 10679 7226 152025 2997 155021 8.1 1.05 7027 252 4160 58 4218 0.3 0.04
79.0 9699 7102 128444 2397 130841 8.8 1.10 6047 232 3363 44 3407 0.4 0.04
82.3 8764 6980 105268 1833 107102 9.6 1.14 5112 213 2631 31 2662 0.4 0.04
85.6 7873 6860 82490 1309 83799 10.5 1.19 4221 193 1963 20 1983 0.4 0.04
88.9 7024 6743 60101 827 60928 11.3 1.22 3372 174 1358 11 1370 0.5 0.05
92.2 6217 6628 38095 390 38485 12.2 1.25 2566 156 815 5 820 0.5 0.05
95.5 5451 6516 16463 0 16463 13.0 1.27 1800 137 333 0 333 0.5 0.05
98.8 0 0 0 0 0 13.9 1.28 0 0 0 0 0 0.6 0.05
Unfactored Tower loads & Deflections
Site Number:
Site Name:
Engineer:
Date:
Code Input:
Load Case: Dead Load + Seismic Load
OAA724774
Sanford FL, FL
Adam.Pittman
02/23/18
TIA-222-G
Load Case: Dead Load + Operational Wind Load
Elevation
ft)
Weight
lb)
Shear
Ib)
Mtsteral
lb-ft)
MPe
lb-ft)
MTmm
lb-ft)
A
in)
0
Degrees)
Weight
lb)
Shear
lb)
Mtatual
lb-ft)
MPs
lb-ft)
MTotai
lb-ft)
A
in)
A
Degrees)
0.0 47889 178 12124 204 12328 0.0 0.00 47889 3099 243086 4723 247809 0.0 0.00
3.3 45601 178 11540 203 11743 0.0 0.00 45601 3052 232962 4708 237670 0.0 0.01
6.6 43381 177 10955 201 11156 0.0 0.00 43381 3007 222990 4667 227657 0.0 0.02
9.9 41228 177 10372 198 10570 0.0 0.00 41228 2962 213168 4600 217768 0.0 0.03
13.2 39141 176 9791 193 9984 0.0 0.00 39141 2917 203492 4511 208002 0.1 0.04
16.5 37119 176 9211 188 9399 0.0 0.00 37119 2874 193960 4400 198360 0.1 0.05
19.8 35161 174 8636 182 8817 0.0 0.00 35161 2831 184570 4271 188841 0.1 0.07
23.0 33266 173 8065 174 8239 0.0 0.00 33266 2790 175318 4125 179443 0.2 0.08
26.3 31433 170 7500 167 7667 0.0 0.00 31433 2749 166203 3963 170166 0.3 0.09
29.6 29661 168 6943 158 7102 0.0 0.00 29661 2709 157221 3789 161009 0.3 0.10
32.9 27948 165 6396 150 6545 0.0 0.01 27948 2669 148371 3602 151973 0.4 0.12
36.2 26295 161 5859 140 5999 0.0 0.01 26295 2629 139652 3407 143059 0.5 0.13
39.5 24699 157 5335 131 5466 0.0 0.01 24699 2588 131067 3203 134269 0.6 0.15
42.8 23160 153 4825 121 4946 0.0 0.01 23160 2548 122614 2993 125607 0.7 0.16
46.1 21678 147 4332 112 4443 0.0 0.01 21678 2507 114295 2778 117073 0.8 0.18
49.4 20250 142 3856 102 3958 0.0 0.01 20250 2467 106108 2561 108669 1.0 0.19
52.7 18875 135 3401 92 3493 0.1 0.01 18875 2426 98055 2342 100397 1.1 0.21
56.0 17554 128 2967 83 3050 0.1 0.01 17554 2386 90134 2123 92257 1.3 0.22
59.3 16284 121 2556 74 2630 0.1 0.01 16284 2347 82344 1906 84250 1.4 0.24
62.5 15066 113 2171 65 2235 0.1 0.01 15066 2307 74684 1692 76376 1.6 0.25
65.8 13897 105 1812 56 1868 0.1 0.01 13897 2268 67154 1482 68636 1.8 0.27
69.1 12777 96 1481 48 1529 0.1 0.01 12777 2230 59751 1278 61029 2.0 0.28
72.4 11704 87 1181 40 1221 0.1 0.01 11704 2192 52474 1082 53556 2.2 0.30
75.7 10679 77 911 33 944 0.1 0.01 10679 2154 45322 893 46215 2.4 0.31
79.0 9699 67 675 26 700 0.1 0.01 9699 2117 38292 715 39007 2.6 0.33
82.3 8764 56 472 19 491 0.1 0.01 8764 2081 31383 547 31929 2.9 0.34
85.6 7873 46 304 14 318 0.1 0.01 7873 2045 24592 390 24982 3.1 0.35
88.9 7024 35 172 9 180 0.1 0.01 7024 2010 17917 246 18164 3.4 0.36
92.2 6217 23 77 4 81 0.1 0.01 6217 1976 11357 116 11473 3.6 0.37
95.5 5451 12 19 0 19 0.2 0.01 5451 1942 4908 0 4908 3.9 0.38
98.8 0 0 0 0 0 0.2 0.01 0 0 0 0 0 4.1 0.38
Load Combinations and Combined Strength Ratios LC = Strength Limit State Load Combinations (TIA-222-G
2.3.2)
Site Number: OAA724774 LCl: 1.2 D + 1.6 W
Site Name: Sanford FL, FL LC2: 0.9 D + 1.6 W
Engineer: Adam.Pittman LC3: 1.2 D + 1.0 D, + 1.0 W;
Date: 02/23/18 LC4: 1.2 D + 1.0 E
Code Input: TIA-222-G LCS: 0.9 D + 1.0 E
Factored Loads, Capacities and Interactions
Elevation Axial Shear Flexural Vn On Wn Int. Eq. I Int. Eq. I Int. Eq. I Int. Eq. I Int. Eq.
D D, W E Wi W E Wi
LF 1.2 I 0.9 1.0 2.6 1.0 1.0 1.6 1.0 1.0 0.7 0.75 0.9 LC1 LC2 LC3 LC4 LC5
ft) (lb) (lb-ft) (lb) (lb-ft)
0.0 57467 43100 3652 16632 178 752 1329976 12328 42219 3498094 220294 1548900 0.86 0.86 0.03 0.02 0.01
3.3 54721 41041 3652 16382 178 728 1275564 11743 39780 3392289 215323
6.6 52058 39043 3652 16136 177 704 1221822 11156 37417 3288056 210541
9.9 49474 37106 3652 15895 177 680 1168748 10570 35129 3185394 205953
13.2 46970 35227 3652 15658 176 657 1116338 9984 32914 3084303 201565
16.5 44543 33407 3652 15425 176 634 1064589 9399 30772 2984785 197385
19.8 42194 31645 3652 15196 174 612 1013497 8817 28701 2886838 193422
23.0 39919 29940 3652 14972 173 590 963059 8239 26702 2790462 189686
26.3 37720 28290 3652 14752 170 568 913271 7667 24772 2695659 186191
29.6 35593 26695 3652 14537 168 547 864128 7102 22912 2602426 182952
32.9 33538 25153 3652 14323 165 526 815631 6545 21120 2510766 179961
36.2 31554 23665 3652 14107 161 505 767789 5999 19397 2420677 177202
39.5 29639 22229 3652 13890 157 484 720616 5466 17743 2332160 174708
42.8 27793 20844 3652 13673 153 462 674124 4946 16160 2245214 172517
46.1 26013 19510 3652 13456 147 441 628323 4443 14647 2159840 170675
49.4 24299 18225 3652 13239 142 419 583221 3958 13206 2076037 165318
52.7 22650 16988 3652 13023 135 398 538824 3493 11835 1993806 158770
56.0 21065 15799 3652 12808 128 376 495137 3050 10536 1913147 152347
59.3 19541 14656 3652 12594 121 355 452163 2630 9308 1834060 146049
62.5 18079 13559 3652 12383 113 334 409906 2235 8150 1756544 139876
65.8 16676 12507 3652 12174 105 313 368365 1868 7063 1680599 133829
69.1 15332 11499 3652 11967 96 293 327540 1529 6046 1606226 127906
72.4 14045 10534 3652 11762 87 272 287431 1221 5098 1533425 122109
75.7 12815 9611 3652 11561 77 252 248034 944 4218 1462196 116437
79.0 11639 8729 3652 11363 67 232 209346 700 3407 1392538 110890
82.3 10517 7888 3652 11168 56 213 171363 491 2662 1324452 105468
85.6 9447 7086 3652 10976 46 193 134078 318 1983 1257937 100172
88.9 8429 6322 3652 10789 35 174 97485 180 1370 1192994 95000
92.2 7461 5596 3652 10605 23 156 61575 81 820 1129622 89954
95.5 6542 4906 3652 10425 12 137 26340 19 333 1 1067823 1 85033
Base P V M
57.47 16.63 1329.98Reactions: kip kip k-ft Max Usages: 0.86 1 0.86 1 0.03 1 0.02 1 0.01
Site Name: Sanford FL, FL
Site Number: 412281
Engineer: Adam.Pittman
Engineering Number: OAA724774
Date: 02/23/18
Design Base Loads (Factored) - Analysis per TIA-222-G Standards
Analyze or Design a Foundation? Analyze
Moment (M): 1330.0 k-ft
Shear/Leg(V): 16.6 k
Axial Load (P): 57.5 k
Uplift/Leg (U): 0.0 k
Tower Type (GT / SST / MP): CMP
Diameter of Caisson (d):
Caisson Embedment (L-h):
Caisson Height Above Ground (h):
Depth Below Ground Surface to Water Table (w):
Unit Weight of Concrete:
Unit Weight of Water:
Tension Skin Friction/Compression Skin Friction:
Pullout Angle:
Soil Mechanical Properties
Depth (ft) Ysod
Top Bottom (pcf)
0.0 S.0 108
5.0 27.5 108
Program Last Updated: 511312014
American Tower Corporation
S.O ft
26.5,ft
0.0 ft
r -
12.7' ft
150.OI pcf
62.4 1 pcf
0.55
30.O degrees
I Engineer Notes 1
Cohesion Ultimate Skin Ultimate Bearing
psf) (degree) Friction (psf) Pressure (psf)
0 0 0 0
0 32 800 18000
I
Required Embedment:
Volume of Concrete:
Weight of Concrete (Buoyancy Effect Considered):
Average Soil Unit Weight:
Skin Friction Resistance:
Compressive Bearing Resistance:
Pullout Weight (Minus Concrete Weight):
Nominal Uplift Capacity per Leg (J ):
Nominal Compressive Capacity per Leg (,P ):
P.:
Tu/SST.:
PAY.:
Total Lateral Resistance:
Inflection Point (Below Ground Surface):
Design Overturning Moment At Inflection Point (MD):
Nominal Moment Capacity (CM ):
MD/W :
5:
18.8 ft - OK, Caisson Embedment Satisfactory
526.2 ft' = 19.5 yd3
61.8 k
74.7 pcf
271.7 k
357.4 k
724.4 k
158.4 k
471.8 k
84.5 k
0.00 Result: OK
0.18 Result: OK
1290.3 k
18.1 ft
1631.2 k-ft
4746.8 k-ft
0.34 Result: OK
0.75
VERIZON SITE #: 132046
VERIZON SITE NAME: SANFORD PLAZA
ATC SITE #:
ATC SITE NAME:
412281
SANFORD FL
PROJECT DESCRIPTION: EQUIPMENT INSTALLATION
TOWER TYPE:
JURISDICTION:
PRESENT
OCCUPANCY TYPE:
CURRENT ZONING:
PARCEL M
98.8FT MONOPOLE
CITY OF SANFORD
TELECOMMUNICATIONS
FACILITY
UNKNOWN
01-20-30-509-0000-2600
I PROJECT INFORMATION I
LATITUDE: 28.77138° '
LONGITUDE:-81.27583°
GROUND ELEVATION: 40'i (AMSL) -
INFORMATION PROVIDED BY ATC
TOWER COORDINATES
SITE DEVELOPER/APPLICANT:
verizonl/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
VERIZON SITE ID: 132046
VERIZON SITE NAME: SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
Q LESSEE:
P„L.xSlarage
NAME: VERIZON WIRELESS
ADDRESS: 4700 EXCHANGE COURT, SUITE 100
C•1v Oca C CITY, STATE, ZIP: BOCA RATON, FL 33431
UiPA A.u P,Ir,
s,.v:' SJ: IrJ F CONTACT: FLORIDA OFFICE
r.a7d Rum ST c; PHONE: UNKNOWN
Q TOWER OWNER:
Q ® tam.t Sot cty
7 a15_r1d1d :'r;OAI NAME: AMERICAN TOWER CORPORATION
ADDRESS: 900 CIRCLE 75 PARKWAY, STE 300
CITY, STATE, ZIP: ATLANTA, GA 30339
CONTACT: JAMES MCINTURF
S:nl-Ld Be1ury SuIIay
PHONE: (407) 488-0524
0,rtt.; Lulu A
Q CIVIL ENGINEER:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 326 TRYON ROAD
9 CITY, STATE, ZIP: RALEIGH, NC 27603
CONTACT: JUSTIN J. COSGROGROVE, P.E.
I 3tITc PHONE: (919) 661-6351
ELECTRICAL ENGINEER:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 326 TRYON ROAD
CITY, STATE, ZIP: RALEIGH, NC 27603
1 HaTx 8G1rt1_tory
CONTACT: JUSTIN J. COSGROVE, P.E.
PHONE: (919) 661-6351
PROPERTY OWNER:
As shown on plan, ok for antenna upgrade on NAME: SANFORD PLAZA INC OF DELTONA
existing 98.8 foot monopole communication ;0
ADDRESS: PO BOX 543
CITY, S ATE, ZIP: SANFORD, FL 32772
tower at 2931 Orlando Drive. The Orlando
CONTACT: UNKNOWN
PHONE: UNKNOWN
Sanford -International Airport must be
contacted if any cranes are used.
LOCATION MAP CONTACT INFORMATIONMN711
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING:
1. 2017 FLORIDA BUILDING CODE, 3. ANSIMA-222-G-2-2009
6TH EDITION 4. 2014 N.E.C.
2. LOCAL BUILDING CODE S. CITYICOUNTY ORDINANCES
C-ODE-COMPLIANCE :j
THE STRUCTURAL ANALYSIS REPORT BY AMERICAN TOWER
ACCORDANCE WITH T HEB2017R FLORIDA BUILDINGPERFORMED6TH
EDITION, BASED UPON:
1. WIND SPEED (ULTIMATE 3-SECOND GUST) - 139 MPH
2. WIND SPEED (NOMINAL }SECOND GUST) = 110 MPH
3. EXPOSURE CATEGORY = B
RISK CATEGORY
4DESIGN CRITERIA
UTILITIES:
POWER COMPANY: FLORIDA POWER & LIGHT
CONTACT: CUSTOMER SERVICE
PHONE: (800) 375-2434
METER # NEAR SITE: UNKNOWN
TELEPHONE COMPANY: AT&T
CONTACT: CUSTOMER SERVICE
PHONE: 866 731-2653
PHONE # NEAR SITE: 407 323-5376
PEDESTAL # NEAR SITE: 9105A-920
SITE OWNER:
AMERICANTOWER* C
O A O A• T 1 O N 900
CIRCLE 75 PARKWAY, STE 300 ATLANTA,
GA 30339 ATC #:
412281 ATC
SITE NAME: SANFORD FL THE
PURPOSE OF THIS PROJECT IS AS FOLLOWS: TOWER
SCOPE OF WORK: REMOVE (
3) BIAS TEE .INSTALL (2) HYBRID REMOVE (
3) ANTENNAS •INSTALL (9) RADIOS REMOVE (
5) COAX .INSTALL (1) COVP REPLACE (
1) 6101 CABINET .INSTALL (3) PCS COMBINERS INSTALL (
1) CHARLES CUBE • INSTALL (3) RADIOS (GROUND) PROJECT
SCOPE OF WORK THE
LESSEE ISSUED SCOPE OF WORK IS AS FOLLOWS: 1.
ADD PCS LTE SERVICE. 2.
REMOVE (3) 700 LTE PLACE HOLDER ANTENNAS. 3.
MOVE EXISTING HEX -PORT ANTENNAS TO HAVE SEPERATION OF 2.5 FEET ON CENTER
AS SHOWN IN THE PLUMBING DIAGRAM. 4.
ADD (9) TOWER -MOUNTED RADIO 2212 (3 FOR 700 LTE AND 6 FOR PCS LTE). 5.
ADD (2) HYBRID CABLES. 6.
REMOVE (5) COAX. 7.
ADD (3) TOWER -MOUNTED COMMSCOPE TD.PCS-1 S343485 (TWIN) IN BAND COMBINERS.
E.
REMOVE (3) BIAS-T IF IT HELPS WITH RENTISTRUCTURE AND RADIO 2212 RET PORTS. 9.
ALL LTE BANDS SHOULD BE CABAPLE OF 4TX14RX. I
CODE COMPLIANCE I ISHEETI
DESCRIPTION I REV 1 22C
PROPOSED ANTENNA LAYOUT 1 C35
FINAL ANTENNA & CABLE SCHEDULE 1 E2
EQUIPMENT SERVICE ONE -LINE DIAGRAM 1 E3
PANELBOARD SCHEDULES 1 131
1 GROUNDING DETAILS 1 INDEX
OF SHEETS PLANS
PREPARED BY: TOWER
ENGINEERING PROFESSIONALS 326
TRYON ROAD RALEIGH,
NC 27603-5263 OFFICE: (
919) 661-6351 www.
tepgroup.net FL
COA # 30978 I
05-30- 18 CONSTRUCTION O
1 04- 1 0- 18 PRELIMINARY REVI
DATE I ISSUED FOR: I
DRAWN BY: 5135 1 CHECKED BY: C511 1 SEAL:
N
83902 1r
anolte D
STATE OF P
io
tc
F OR10P ONAL
I
I I II I II 51fay 30, 2018 SHEET
NUMBER: REVISION: T-
1 1 TEP#:
84603.94199
PROJECT NOTES:
1. ALL REFERENCES TO THE OWNER AND/OR LESSEE IN THESE DOCUMENTS SHALL BE CONSIDERED VERIZON OR ITS
DESIGNATED REPRESENTATIVE.
2 WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION).
3 UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING
NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT
4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERSEDE
ANY CONFLICTING NOTES ENCLOSED HEREIN.
5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED
BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK
ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATIONS.
ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S
ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK.
THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIOUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER
AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE PROCEDURES
6. ALL MATERIALS AND EOUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND
DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE
PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND DUALITY OF THE MATERIALS
AND EOUIPMENT BEING SUBSTITUTED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS
AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THIS
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES
AND REGULATIONS GOVERNING THIS WORK.
8. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED
CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING
AGENT FOR APPROVAL.
9. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL
BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REOUIREMENTS OF THE PERMITS.
10 IF APPLICABLE, ALL CONCRETE WORK SHALL COMPLY TO LOCAL CODES AND THE ACI 318-11, "BUILDING REQUIREMENTS
FOR STRUCTURAL CONCRETE".
11. ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS LATEST REVISION) PRIOR TO COMMENCING
CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. A DESIGNATED
RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.
12. ALL TOWER MODIFICATION WORK SHALL BE IN ACCORDANCE WITH TIA-1019—A STANDARD FOR INSTALLATION,
ALTERATION AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.
PLANS PREPARED FOR:
verizonv
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
so
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL: `
IIIIII110 /
C
No 3902
Spits
STATE OF
1O.c
SS/ONAL E?
I/ 1 1I I II, 1fay 30, 2018
1 05-30-18 CON5TRUCTION
O 04-10- 18 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 5E35 I CHECKED BY: C5N
SHEET TITLE:
PROJECT
NOTES
SHEET NUMBER: REVISION:
N-1 1
TEPN: 84GO3.94 199
NOTE:
COMPOUND DETAIL TAKEN FROM INFORMATION PROVIDED BY ATC. CONTRACTOR TO VERIFY
ALL EXISTING INFORMATION IS AS INDICATED ON SITE PLAN. CONTRACTOR IS TO ESTABLISH
THE EXISTENCE AND LOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES.
IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES.
EXISTING LESSEE 250
GALLON PROPANE TANK
x x x
O
EXISTING LESSEE
18'-6"x8'—O" CONCRETE
EOUIPMENT PAD
EXISTING LESSEE
EOUIPMENT RACK
TYP)
x
8
EXISTING MONOPOLE
2
TOWER. SEE SHEET 1
C-2 FOR ELEVATION.
x x x x x
EXISTING CONCRETE
EOUIPMENT PAD BY EXISTING EOUIPMENT RACK
OTHERS BY OTHERS (TYP)
VZW EQUIPMENT NOTES:
OICE BRIDGE (TYP) O7 TELCO CABINET
O2 OVP (TYP) O8 (3) PROPOSED RADIO 2212
INSTALLED ON ICE BRIDGE
OCHARLES CUBE TO REPLACEEXISTINGLTE6101CABINET
O4 4.OB BTS CABINET
OEMBRE BATTERY CABINET
O6 30 KW LP GENERATOR
WITH BELLY TANK
COMPOUND PLAN
SCALE: 1" = 10'
STING 12'-0" WIDE
CESS GATE
EXISTING CHAIN -LINK
FENCED COMPOUND
X
EXISTING GRAVEL
WITHIN COMPOUND
0 10 20
iiiil
SCALE IN FEET
PLANS PREPARED FOR:
verizonv
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
WE
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
IIIIIIII/I//
C
No 3902
a STATE OF ar
u
io F` '
c OR10P
g,\
A \\
II i 11\? May 30, 2018
I 05-30- 18 CON5TRUCTION
0 04-10-18 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 565 1 CHECKED BY: C5N
SHEET TITLE:
COMPOUND PLAN
SHEET NUMBER: REVISION:
c - 1 1
TEP#: 84G03.94 1 99
PLANS PREPARED FOR:
NOTES:
1. TOWER ELEVATION IS FOR SCHEMATIC PURPOSES ONLY. TEP DID NOT
CONFIRM EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO.
ANTENNA HEIGHTS. ANTENNA AZIMUTHS, AND MOUNT CONFIGURATIONS.
2. TEP DID NOT ANALYZE TOWER TO DETERMINE ADEOUATE STRUCTURAL
CAPACITY FOR ANY LESSEE LOADING.
3. FAA REGISTERED HEIGHT WITH APPURTENANCES IS 110'-0- (150'-O"AMSL)
100'-0"f
LESSEE ANTENNAS
98'-10"t
T/TOWER
0'-0" (REFERENCE)
7/ CONCRETE
TOWER ELEVATION
SCALE: 1" = 20'
EXISTING LESSEE ANTENNA (TYP OF 6). SEE
SHEETS C-3A THROUGH C-3D FOR DETAILS.
5) 1%7 COAX TO BE REMOVED AND (2) 1%' HYBRIFLEX
TO BE ROUTED PER SPECIFICATION OF PASSING
STRUCTURAL ANALYSIS
EXISTING
MONOPOLE TOWER
0 20 40
SCALE IN FEET
verizon-1
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
N 83902
STATE OF tea\
0' 'c OR10P N, i'/%P'/
OINA
11\?
G\\
III ,11ay 30, 2018
1 05-30-18 C0145TPUCTION
O 04- 10- 18 PPELIMINAPY
REV DATE ISSUED FOR:
DRAWN BY: 565 1 CHECKED BY: CSN
SHEET TITLE:
TOWER
ELEVATION
SHEET NUMBER: REVISION:
C-2 1
TEP#: 54GO3 94 199
NOTE:
TEP HAS NOT VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION.
CONTRACTOR TO VERIFY MOUNT CONFIGURATION HAS SUFFI(
EOUIPMENT (I E. CLEARANCES, MOUNT PIPE OF SUFFICIENT Lf
EXISTING ANTENNA LAYOUT @ 100'-0"
SCALE: N.T.S.
EXISTING ANTEL ANTENNA TO
BE REMOVED (TYP OF 3). SEE
SHEETS C-3B THROUGH C-31)
FOR DETAILS.
EXISTING COMMSCOPE BIAS—T
TO BE REMOVED (TYP OF 3) A
x^
EXISTING COMMSCOPE CBC721-DF-2X
DIPLEXER TO REMAIN (TYP OF 3)
EXISTING ERICSSON RRUS-32
TO REMAIN (TYP OF 3)
EXISTING JMA WIRELESS ANTENNA TO
REMAIN (TYP OF 6). SEE SHEETS
C-3B THROUGH C-3B FOR DETAILS.
EXISTING RAYCAP COVP
TO REMAIN
PLANS PREPARED FOR:
verizon,l
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
l\\
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
N 83902
a STATE OF It
F ORIOI"' IN
i
i/s//1o1NAIII 11\
G\\
ltay 30, 2018
1 05-30- 18 C0145TRUCTION
0 04-10-15 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 555 CHECKED BY: C5N
SHEET TITLE:
EXISTING
ANTENNA LAYOUT
SHEET NUMBER: REVISION:
3A 1
TEP#: 84GO3.94199
PLANS PREPARED FOR:
EXISTING ANTENNA 8 CABLE SCHEDULE
MANUFACTURER RAD CABLE AZIMUTH CABLE MECH. ELEC. DIPLEXERS/RRUS/BIAS-T J-BOX
POS. SECTOR USE MODEL #) CENTER SIZE TN) LENGTH D-TILT D-TILT MODEL #] TOWER)
1 ALPHA 2100 C7COCAP- RO00JMAL656-VRO Cj O 100ESS'-0"t
COAX
1p•
140't
1) COMMSCOPEXER
1) ERICSSON
RRUS 32 W/ SOLAR SHIELD]
1 COMMSCOPE BIAS -TEE
ATSBT-TOP-FM-4G]
1) RAYCAP
RRFDC-3315-PF-48
2 ALPHA
ANTEL
BXA-70063/6CF L p 100'-0"t 10'
3 ALPHA 700
1900
JMA WIRELESS
C7COCAP-FRO-656-VRO
100'-0"t 10'
4 BETA 2100 C7COCAP- ROJMA
L656-VRO 100'-
0"t 130' 1) [
CBC721-DF D2XjEXER 1)
ERICSSON RRUS
32 W/ SOLAR SHIELD] 5BETAANTEL
BXA-
70063/6CF p
100'-0"t 130' 1)
1%" HYBRIFLEX
EE 1 TOBMSTCOOPPEFMIA4G] 6BETA17900C7COCAP- ROJMA L656-
VRO ESS 100'-
0"
t 130. 7 GAMMA
2100 C7COCAP- RO00 JMA L656-VRO 1O0ESS'-0'
250' 1) [CBCM72i-
DF DZXjEXER 1) ERICSSON
RRUS 32
W/ SOLAR SHIELD] 1 COMMSCOPE
BIAS -TEE ATSBT-TOP-
FM-4G] 8 GAMMA
ANTEL BXA-
70063/
6CF 100'-0"t 250' 9 GAMMA
700 1900 JMA
WIRELESS
C7COCAP-FRO-
656-VRO lO0'-0"
t 250' NOTE - EXISTING
EOUIPMENT/ANTENNA TO BE REMOVED NOTE - (5)
1%_ COAX TO BE REMOVED NOTE - CONTRACTOR
TO REFERENCE LESSEE ISSUED RFDS FOR MECHANICAL AND ELECTRICAL DOWNTILTS EXISTING ANTENNA
SCHEDULE SCALE: N.
T.S. verizon-1
4700 EXCHANGE
COURT, SUITE 100 BOCA RATON.
FL 33431 PROJECT INFORMATION:
VZW SITE #:
132046 VZW SITE
NAME: SANFORD PLAZA
2921 S
ORLANDO DRIVE SANFORD, FL
32773 SEMINOLE COUNTY)
PLANS PREPARED
BY: TOWER ENGINEERING
PROFESSIONALS 326 TRYON
ROAD RALEIGH, NC
27603-3530 OFFICE: (919)
661-6351 www.tepgroup.
net FL COA #
30978 SEAL: C
83902
1p
STATE
OF
Q: o' ORIOP
sNA//
IO1111
G\\ II
1 14fay
30,
2018 1 05-30- 18
C0145TRUCTION O 04- 10- 18
PRELIMINARY REV DATE ISSUED FOR:
DRAWN BY: 5135 1
CHECKED BY: C51-1 SHEET TITLE: EXISTING ANTENNA
SCHEDULE SHEET
NUMBER:
REVISION: C-
3B 1 TEPN:
84GO3.94 195
NOTES:
1. TEP HAS NOT VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION. CONTRACTOR
TO VERIFY MOUNT CONFIGURATION HAS SUFFICIENT SPACE FOR PROPOSED LESSEE EOUIPMENT (I.E.
CLEARANCES, MOUNT PIPE OF SUFFICIENT LENGTH, ETC.).
2 CONTRACTOR TO VERIFY PROPOSED LOADING WITH TOWER STRUCTURAL ANALYSIS PRIOR TO CONSTRUCTION.
PROPOSED ANTENNA LAYOUT @ 100'-0"
SCALE: N.T.S.
PROPOSED LESSEE ERICSSON
RADIO 2212 B2/B66A
TYP OF 6)
PROPOSED LESSEE RAYCAP
COUP. SEE SHEET C-3D
FOR DETAILS.
PROPOSED LESSEE ERICSSON
RADIO 2212 B13/85
TYP OF 3)
PROPOSED LESSEE COMMSCOPE
TD-PCS-1-B3-B4B5 COMBINER
TYP OF 3)
PLANS PREPARED FOR:
verizonNI
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY: I
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
F o
N 83902
fpo1M
STATE OF Q\
OR1OP
I/ lilt T y30,2018
1 05-30- 18 COtJ5TRUCTION
O 04- 1 O- 18 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 5135 CHECKED BY: C5N
SHEET TITLE:
PROPOSED
ANTENNA LAYOUT
SHEET NUMBER: REVISION:
C-3C 1
TEP#: 64G03 94 199
PLANS PREPARED FOR:
IN
II FINAL ANTENNA & CABLE SCHEDULE II
MANUFACTURER RAD CABLE AZIMUTH CABLE MECH. ELEC. TMA/RRU/ DIPLEXER J-BOX
POS. SECTOR USE MODEL #) CENTER SIZE TN) LENGTH D-TILT D-TILT MODEL #] TOWER)
1 ALPHA 700 SS
0 100'-0"t 10'
1) COMMSCOPE DIPLEXER [CBC721-DF-2X]
C7COCAP-FROL VRO
1) ERICSSON [RRUS 32 W/ SOLAR SHIELD]
2 ALPHA 0 too'-0"t 10, 1) COMMSCOPE COMBINER [TD-PCS-1-B3-B4B5]
1) ERICSSON [RADIO 2212 B13/B51
3 ALPHA 1900
JMA WIRELESS
C7COCAP-FRO-656 VRO
700 0 100-0"t
6) 1
700 COAX
10' 2) ERICSSON [RADIO 2212 B2/B66A]
4 BETA
JMA WIRELESS
0 100'-0"t 130'
1) COMMSCOPE DIPLEXER [CBC721-DF-2X]
2100 C7COCAP-FRO-656 VRO
1) 1%-
HYBRIFLEX 00140't
1) ERICSSON [RRUS 32 W/ SOLAR SHIELD]
1) COMMSCOPE COMBINER [TD-PCS-1-B3-B485]
1) RAYCAP
RRFDC-3315-PF-48
5 BETA 0 1DO'-0"t 130'
1) ERICSSON [RADIO 2212 B13/B5]
RAYCAP
RCMDC) 6627-PF-48
6 BETA 700
1900
JMA WIRELESS
C7COCAP-FRO-656 VRO rL 0 100'-0"t B 1RIFLExHY
130' 2) ERICSSON [RADIO 2212 82/666A]
7 GAMMA 700 JMA WIRELESS i 0 100'-0"t 250'
1) COMMSCOPE DIPLEXER [CBC721-DF-2X]
2100 C7COCAP-FRO-656 VRO
1) ERICSSON [RRUS 32 W/ SOLAR SHIELD]
8 GAMMA CL 0 100'-0"t 250' 1) COMMSCOPE COMBINER [TD-PCS-1-B3-B4B5]
1) ERICSSON [RADIO 2212 B13/B5]
9 GAMMA 1900
JMA WIRELESS
C7COCAP-FRO-656 VRO
700 CL 0 100-0"t 250' 2) ERICSSON [RADIO 2212 82/B66A]
NOTE - CONTRACTOR TO REFERENCE LESSEE ISSUED RFDS FOR MECHANICAL AND ELECTRICAL DOWNTILTS
NOTE - CONTRACTOR TO VERIFY CABLE LENGTH(S) PRIOR TO CONSTRUCTION
FINAL ANTENNA & CABLE SCHEDULE
SCALE: N.T.S
verizonN'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY: I
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL: `,
dill/o/
C Sa V/,
p
N 83902
Smile
STATE OF Q
iO c` F OR10P
ONAL
111% -11ay 30, 2018
1 05-30-18 C0145TPUCTION
O 04-10-18 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 555 1 CHECKED BY: C5N
SHEET TITLE:
FINAL ANTENNA
CABLE SCHEDULE
SHEET NUMBER: REVISION:
C-3D 1
TE P #: 84 GO3.94 199
RRU POLERRUs
MOUNTING
BRACKET (TYP)
RRU (REFER TO
Q REDS FOR AMOUNT
PER SECTOR)
DIPLEXER MAKE AND MODEL
DIPLEXER MAKE: COMMSCOPE
DIPLEXER MODEL. TD-PCS-1-B3-B4B5
DIMENSIONS, HxWxD: 18.3'xl4.4'x3.5'
WEIGHT (W/0 MOUNT. HARDWARE):34.8 lbs
COVP MAKE AND MODEL
COVP MAKE: RAYCAP
COVP MODEL: RCMDC-6627-PF-48
DIMENSIONS, HxWxD 29.5'x165'x12.6'
WEIGHT: 43.0 lbs
RADIO MAKE AND MODEL
RADIO MAKE: ERICSSON
RADIO MODEL: RADIO 2212 B13/B5
SUN SHIELD MATERIAL: UPVC
SUN SHIELD COLOR: LIGHT GRAY
DIMENSIONS, HxWxD: 26.7'xl2.1'x6.7
PLANS PREPARED FOR:
verizon w/
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
WEIGHT: 47.4 lbs
PROJECT INFORMATION:
ANTENNA'
Q
Q l I
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2521 S ORL NDODRIVE
r-
Z 773
SEMINOLE COUNTY)
i
PLANS PREPARED BY:
i
A
1
MOUNT PIPE
MOUNTING BRACKET
SUPPLIED W/
ANTENNA (TYP) TOWER ENGINEERING PROFESSIONALS
ANTENNA
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.netMOUNTINGDETAILSEQUIPMENTDETAILSEQUIPMENTDETAILSEQUIPMENTDETAILS
SCALE: N.T.S. SCALE. N.T.S. SCALE: N TS. SCALE: N.T.S FLCOA#30978
RADIO MAKE AND MODEL
SEAL:
RADIO MAKE: ERICSSON
RADIO MODEL- RADIO 2212 B2/B66A
SUN SHIELD MATERIAL: UPVC
SUN SHIELD COLOR: LIGHT GRAY
DIMENSIONS, HxWxD: 26.7'x12.1'x6.7'
WEIGHT: 47.4 lbs
C
n
N9D2
Sj
STATE OF Q\
OR%
G\\
ONAL EN11lIII %\0 ;
1fay 30, 2018
I
I 05-30-18 C0145TRUCTION
O 04-10-18 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 5B5 CHECKED BY: C5N
t
i
SHEET TITLE:
EQUIPMENT
DETAILS
SHEET NUMBER:
C-4
REVISION:
1EQUIPMENTDETAILS
SCALE: N.T.S. TEPN: 84603.94 195
NOTES:
1. CONTRACTOR TO VERIFY SUFFICIENT SPACE FOR PROPOSED CABINET
PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO INSTALL CABINET PER MANUFACTURER SPECIFICATIONS.
2) QUARTER TURN!
216 STYLE
PADLOCKABU
REMOVABLE REAR PANEI
4) QUARTER TURN!
216 STYLE
2) QUARTER TURN!
216 STYLE
PADLOCKABLE
REMOVABLE REAR PANE(
2) QUARTER TURN!
216 STYLE
2) EXTERNAL GROUND LUGS
OVERHEAT THERMOSTAT
CONDITIONER
13RU, 23' HORIZONTAL RACK MOUNTING
WITH EIA HOLE SPACING
3RU, 23- VERTICAL RACK MOUNTING
15RU,19' HORIZONTAL RACK MOUNTING
WITH EIA HOLE SPACING
BATTERY BREAKER
ALARM TERMINAL BLOCKS
OVERHEAT THERMOSTAT
BATTERY BREAKERS
2) BATTERY TRAYS
CABINET DETAILS
SCALE: N.T.S.
DOOR ALARM AND
AC CUTOFF SWITCHES
GFCI
ALARM TERMINAL PANEL
3PT LATCH 216 STYLE
PADLOCKABLE
DOOR HANDLE
2) 2X8 POSITION
GROUND BARS
WIND LATCH
3PT LATCH 216 STYLE
PADLOCKABLE
SWING HANDLE I 1
WIND LATCH
DOOR ALARM
4) LIFTING BRACKETS
SOLAR SHIELD
01
EQUIPMENT COMPARTMENT
BATTERY COMPARTMENT
PLANS PREPARED FOR:
verizon
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
All
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
C
o
N 83902
p STATE OF
p
tc,
c ORIOP
ONAL
I II m`? 11ay 30, 2018
1 05-30-18 C0145TRUCTION
O 04-10-15 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 565 1 CHECKED BY: C51.1
SHEET TITLE:
CABINET DETAILS
SHEET NUMBER: REVISIO;
541.03
C-5
TEPN: .94 199
SCOPE:
1. PROVIDE LABOR, MATERIALS. INSPECTION, AND TESTING TO PROVIDE CODE COMPLIANCE FOR
ELECTRIC. TELEPHONE, AND GROUNDING/LIGHTNING SYSTEMS.
CODES:
1. THE INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND CODES. THESE INCLUDE BUT ARE
NOT LIMITED TO THE LATEST ADOPTED EDITIONS OF:
A. THE NATIONAL ELECTRICAL SAFETY CODE D. LOCAL AND STATE AMENDMENTS
B. THE NATIONAL ELECTRIC CODE - NFPA-70 E. THE INTERNATIONAL ELECTRIC CODE -
C. REGULATIONS OF THE SERVING UTILITY COMPANY IEC (WHERE APPLICABLE)
2. PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR.
3. AFTER COMPLETION AND FINAL INSPECTION OF THE WORK, THE OWNER SHALL BE FURNISHED A
CERTIFICATE OF COMPLETION AND APPROVAL.
TESTING:
1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST THE EQUIPMENT AND SYSTEMS TO MEET
SPECIFIED PERFORMANCE REQUIREMENTS. THE TESTING SHALL BE DONE BY QUALIFIED PERSONNEL.
GUARANTEE:
1. IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF EQUIPMENT
SPECIFIED HEREIN SHALL ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING
DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND WITHOUT
EXPENSE TO THE OWNER
2. THE WARRANTEE CERTIFICATES & GUARANTEES FURNISHED BY THE MANUFACTURERS SHALL BE
TURNED OVER TO THE OWNER.
UTILITY CO-ORDINATION:
1. CONTRACTOR SHALL COORDINATE WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL
COMPLY WITH THE SERVICE REQUIREMENTS OF EACH UTILITY COMPANY.
EXAMINATION OF SITE:
1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE
HIMSELF WITH THE CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE
PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS SECTION
WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING THE WORK NECESSARY FOR A COMPLETE
AND WORKING SYSTEM OR SYSTEMS.
CUTTING, PATCHING AND EXCAVATION:
1. COORDINATION OF SLEEVES, CHASES, ETC , BETWEEN SUBCONTRACTORS WILL BE REQUIRED PRIOR TO THE
CONSTRUCTION OF ANY PORTION OF THE WORK CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES
IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS.
2. NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE ELECTRICAL WORK SHALL BE PROVIDED
BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWING.
3. SEAL PENETRATIONS THROUGH RATED WALLS, FLOORS, ETC., WITH APPROVED METHOD AS LISTED BY UL.
RACEWAYS I CONDUITS GENERAL:
1. CONDUCTORS SHALL BE INSTALLED IN LISTED RACEWAYS. CONDUIT SHALL BE RIGID STEEL, EMT,
SCH40 PVC, OR SCH80PVC AS INDICATED ON THE DRAWINGS. THE RACEWAY SYSTEM SHALL BE COMPLETE
COMPLETE BEFORE INSTALLING CONDUCTORS.
2. EXTERIOR RACEWAYS AND GROUNDING SLEEVES SHALL BE SEALED AT POINTS OF ENTRANCE AND EXIT.
THE RACEWAY SYSTEM SHALL BE BONDED PER NEC.
EXTERIOR CONDUIT:
1. EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL
ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL.
2. THE CONDUIT SHALL BE RIGID STEEL AT GRADE TRANSITIONS OR WHERE EXPOSED TO DAMAGE.
3 UNDERGROUND CONDUITS SHALL BE RIGID STEEL, SCH40 PVC, OR SCH80 PVC AS INDICATED ON THE DRAWINGS.
4. BURIAL DEPTH OF CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE
AND APPLICATION, BUT SHALL NOT BE LESS THAN THE FROST DEPTH AT THE SITE.
5. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY ROUTES BEFORE BID. COORDINATE
ROUTE WITH WIRELESS CARRIER AND/OR BUILDING OWNER.
INTERIOR CONDUIT:
1. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT OR PVC.
2. CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHING
FOR ALL CONDUIT TERMINATIONS. CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS.
3. PROVIDE SUPPORTS FOR CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. CONDUITS SHALL
BE SIZED AS REQUIRED BY NEC
EQUIPMENT:
1. DISCONNECT SWITCHES SHALL BE SERVICE ENTRANCE RATED, HEAVY DUTY TYPE
2. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT AND COORDINATE INSTALLATION
WITH THE LOCAL UTILITY BEFORE STARTING WORK CONTRACTOR WILL VERIFY THAT EXISTING CIRCUIT
BREAKERS ARE RATED FOR MORE THAN AVAILABLE FAULT CURRENT AND REPLACE AS NECESSARY.
3. NEW CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT
AS DETERMINED BY THE LOCAL UTILITY.
CONDUCTORS:
1. FURNISH AND INSTALL CONDUCTORS SPECIFIED IN THE DRAWINGS. CONDUCTORS SHALL BE COPPER AND SHALL
HAVE TYPE THWN (MIN) (75' C) INSULATION, RATED FOR 600 VOLTS.
2. THE USE OF ALUMINUM CONDUCTORS SHALL BE LIMITED TO THE SERVICE FEEDERS INSTALLED BY THE UTILITY.
3. CONDUCTORS SHALL BE PROVIDED AND INSTALLED AS FOLLOWS:
A. MINIMUM WIRE SIZE SHALL BE #12 AWG
B. CONDUCTORS SIZE 18 AND LARGER SHALL BE STRANDED CONDUCTORS SIZED #10 AND #12
MAY BE SOLID OR S RANDED.
C. CONNECTION FOR y10 AWG q12 AWG SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED
PRESSURE OR WIRE NUT CONNECTIONS.
D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVES WITH
NYLON INSULATOR.
3 CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS.
UL COMPLIANCE:
1 ELECTRICAL MATERIALS, DEVICES, CONDUCTORS. APPLIANCES. AND EQUIPMENT SHALL BE LABELED/LISTED BY UL
OR ACCEPTED BY JURISDICTION (I.E., LOCAL COUNTY OR STATE) APPROVED THIRD PARTY TESTING AGENCY.
GROUNDING:
1. ELECTRICAL NEUTRALS, RACEWAYS AND NON -CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT
AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL
INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS. CABINETS, BOXES, GROUND BUSSES, ETC. THE
NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED AT A SINGLE POINT.
2. PROVIDE GROUND CONDUCTOR IN RACEWAYS PER NEC.
3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 - "LIGHTNING PROTECTION" AS A MINIMUM
4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE NATIONAL ELECTRIC
CODE, RADIO EQUIPMENT MANUFACTURERS, AND MOTOROLA R56 (AS APPLICABLE).
II ABBREVIATIONS AND LEGEND II
A AMPERE
AFG ABOVE FINISHED GRADE
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
BCW BARE COPPER WIRE
BFG BELOW FINISHED GRADE
SKR BREAKER
C CONDUIT
CKT CIRCUIT
DISC DISCONNECT
EGR EXTERNAL GROUND RING
EMT ELECTRIC METALLIC TUBING
FSC FLEXIBLE STEEL CONDUIT
GEN GENERATOR
GPS GLOBAL POSITIONING SYSTEM
GRID GROUND
IGB ISOLATED GROUND BAR
IGR INTERIOR GROUND RING (HALO)
KW KILOWATTS
NEC NATIONAL ELECTRIC CODE
PCS PERSONAL COMMUNICATION SYSTEM
PH PHASE
PNL PANEL
PNLBD - PANELBOARD
PVC - RIGID NON-METALLIC CONDUIT
RGS - RIGID GALVANIZED STEEL CONDUIT
SW - SWITCH
TGB - TOWER GROUND BAR
UL - UNDERWRITERS LABORATORIES
V - VOLTAGE
W - WATTS
XFMR - TRANSFORMER
XMTR - TRANSMITTER
E - - - - UNDERGROUND ELECTRICAL CONDUIT
T - - - - UNDERGROUND TELEPHONE CONDUIT
8 KILOWATT-HOUR METER
UNDERGROUND BONDING AND
GROUNDING CONDUCTOR.
0 GROUND ROD
CADWELD
GROUND ROD WITH INSPECTION WELL
PLANS PREPARED FOR:
verizon,'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD. FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
LN
N
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SE AL:
No 83802 =_
STATE OF
ORIDP
0INA
II I 11\ 511ay 30, 2018
1 05-30-15 CON5TRUCTION
0 04-10- 18 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 565 1 CHECKED BY: C51`1
SHEET TITLE:
ELECTRICAL
NOTES
SHEET NUMBER: REVISION:
1E-1
TEP#: 84603.94 199
GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE INCOMING SERVICES
WITH LOCAL UTILITIES PRIOR TO TRENCHING.
2. ALL CONDUCTORS SHALL BE COPPER, 75 DEGREES C RATED.
AND CONDUCTOR INSULATION SHALL BE THWN OR THHN
3. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE
WITH 75'C RATED CONDUCTORS OPERATING AT 75•C.
4. GROUND FAULT PROTECTION REQUIRED FOR UTILITY
RECEPTACLES.
UTILITY POWER SUPPLY
5. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION 120/24OV, 10, 3W
ONLY.
6. WHITE/NEUTRAL. GREEN/GROUND SHALL BE MAINTAINED
THROUGHOUT THE SITE ELECTRICAL SYSTEM (TAPE
WILL NOT BE ACCEPTABLE).
7. EOUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE
SHALL BE NEMA 3R RATED.
8. CONTRACTOR SHALL USE SCHEDULE 80 PVC CONDUIT
THROUGHOUT, UNLESS OTHERWISE NOTED
9. ALL NEWLY INSTALLED EOUIPMENT SHALL BE RATED AT
10K AIC MINIMUM. HIGHER RATINGS SHALL BE REQUIRED
WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE.
EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED
WITH LOCAL UTILITY BASED ON EXACT CONDITIONS
XFMR SIZE, PERCENT IMPEDANCE, LENGTH OF
CONDUCTORS, ETC)
10. ONE —LINE DIAGRAM BASED OFF PHOTOS SUPPLIED BY
VERIZON. CONTRACTOR TO NOTIFY TEP OF ANY DISCREPANCIES
EQUIPMENT SERVICE ONE -LINE DIAGRAM
SCALE: N T.S.
EXISTING 200A MAIN
PANEL. SEE SHEET
E-3 FOR SCHEDULE.—
1) 1" CONDUIT W/
2)—#10 AND (1)—#10
GNDs FOR DARK FIBER
f
f
1) 9X_ CONDUIT W/ (2)—#10 AND
1)—#10 GNDs FOR DARK FIBER
EXISTING 200A, 120/240V
PANEL BOARD. SEE
SCHEDULE ON SHEETS E-3.
PROPOSED RELOCATED 30A
BREAKER FOR DARK FIBER
PROPOSED 125A BREAKER
TO REPLACE EXISTING r 30
125
EXISTING 200A METER
SEE NOTES 1 do 4.
M EXISTING 200A
DISCONNECT
EXISTING GROUND
EXISTING POWER
CONDUIT TO
MAIN PANEL
200
1) 1)" CONDUIT W/ (3)—#1 AND
1)—#6 GNDs FOR CUBE
EXISTING
PROPOSED 125A SUBPANEL TODARK
FIBER REPLACE EXISTING t00A SUBPANEL FOR
CABINET CUBE. SEE SHEET E-3 FOR SCHEDULE.
1) 1}2" CONDUIT W/ (8)—#8 AND (4)—#8
f GNDs FOR POWER TO RECTIFIERS
1 1 1
1 1---------------------
ELECTRICAL ROUTING PLAN
SCALE: N.T.S.
PROPOSED
CUBE
SS4B228LX1
1) 1}Z" CONDUIT W/ (8)—#8 AND (4)—#8
GNDs FOR POWER TO RECTIFIERS
1) )" CONDUIT W/ (2)—#12 AND
1)—#12 GNDs FOR POWER TO GFCI
PROPOSED 125A
SUBPANEL. SEE SHEET
E-3 FOR SCHEDULE.
1) 1)" CONDUIT W/
3)—#1 AND (1)—#6
GNDs FOR SUBPANEL
PLANS PREPARED FOR:
verizon-1
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
0111111 //
C
r
No 83902
P _
simlie
o STATE OF j
F F OR10P
G\
ONA1I1; lfay 30, 2018 1
05-30- 15 C01,15TRUCTION O
04-10-15 PRELIMINARY REV
DATE ISSUED FOR: DRAWN
BY: 5135 1 CHECKED BY: C514 SHEET
TITLE: EQUIPMENT
SERVICE ONE -
LINE DIAGRAM SHEET
NUMBER: REVISION: E-
2 1 TEP #:
84603. 114 199
NOTE:
LOADING TAKEN FROM POWER BILLS & PHOTOS
SUPPLIED BY VERIZON WIRELESS. CONTRACTOR
TO NOTIFY TEP OF ANY DISCREPANCIES.
200A9 120/240V M.C.B. POWER PANEL SCHEDULE
LOAD SERVED
VOLT AMPERES
WATTS) TRIP CKT PHASE CKT TRIP
VOLT AMPERES
WATTS) LOAD SERVED
L1 L2 L1 L2
4720 1 A 2 4536
BTS 1 100 80 Ev0
4720 3 B 4 3024
100 5 A 6 950
GEN PIN RELAY 20 20 BATTERY CABINET
100 7 B 8 950
100 9 A 10 20 180 GEN RECEPTACLE
ZONEMASTER 150 SURGE 60
100 11 B 12 BLANK
VOLT AMPS 4920 4920 5666 1 3974 1 VOLT AMPS
L1 VOLT AMPERES 10586 8894 L2 VOLT AMPERES
L1 AMPS 882 74.1 L2 AMPS
88.2 MAX AMPS
110.3 MAX AMPS x125%
NUIL - UUL CAIJINLI FLU by UHLAKLK IU tit KLPLAULU
EXISTING MAIN PANELBOARD SCHEDULE
SCALE: N.T.S.
200A, 120/240V M.C.B. POWER PANEL SCHEDULE
VOLT AMPERES VOLT AMPERES
LOAD SERVED WATTS) TRIP CKT PHASE CKT TRIP WATTS) LOAD SERVED
L1 I L2 I L1 L2
4720 1 A 2 10000
BTS t77 100 125 125A CUBE SUBPANEL
a720 3 B 4 10180
100 A 6 950
GEN PIN RELAY 20 20 BATTERY CABINET
100 F7+ B 8 950
100 GEN RECEPTACLE
ZONEMASTER 150 SURGE 60
100 HA3 1512 DARK FIBER CABINET
VOLT AMPS 4920 4920 11130 14010 VOLT AMPS
L1 VOLT AMPERES 16050 17562 L2 VOLT AMPERES
L1 AMPS 133.8 146.4 L2 AMPS
146.4 MAX AMPS
182.9 MAX AMPS x125%
PROPOSED MAIN PANELBOARD SCHEDULE
SCALE: N.T.S.
EXISTING 100A, 120/240V VZW SUBPANEL
LOAD SERVED
VOLT AMPERES
WATTS) TRIP CKT PHASE CKT TRIP
VOLT AMPERES
WATTS) LOAD SERVED
L1 L2 L1 L2
LTE CABINET
3024
60
1
n
tA
A 2 30 1512 DARK FIBER CAB
3024 3 B 4 SPARE
SPARE 5 A 6 SPARE
SPARE 7 B 8 SPARE
SPARE 9 A 10 SPARE
SPARE 11 B 12 SPARE
SPARE 13 14 SPARE
SPARE 15 16 SPARE
SPARE 17 18 SPARE
SPARE 19 B 20 SPARE
SPARE 2tJA 22 SPARE
SPARE 23 24 SPARE
VOLT AMPS 3024 3024 1 1512 VOLT AMPS
L1 VOLT AMPERES 4536 3024 L2 VOLT AMPERES
Lt AMPS 37.8 25.2 L2 AMPS
37.8 MAX AMPS
47.3 MAX AMPS 025%
NUIL - L1CQ>IINU IUUA VZW Z)ULWANLL IU UL KLMUVtU; )UA UAKK FIbtK I.AbINLI CKLAKLK IV bt
RELOCATED TO MAIN PANEL
EXISTING VERIZON SUBPANELBOARD SCHEDULE
SCALE: N.T.S.
IF -PROPOSED 125A, 120/240V CUBE SUBPANEL
LOAD SERVED
VOLT AMPERES
WATTS) TRIP CKT PHASE CKT TRIP
VOLT AMPERES
WATTS) LOAD SERVED
L1 L2 L1 L2
RECTIFIER #1 2500 30 1 A 2 30 2500 RECTIFIER #2
RECTIFIER 73 2500 30 3 B 4 30 2500 RECTIFIER #4
RECTIFIER #5 2500 30 5 A 6 30 2500 RECTIFIER #6
RECTIFIER #7 2500 30 7 B 8 30 2500 RECTIFIER #8
SPARE 9 A 10 SPARE
SPARE 11 B 12 20 180 GFCI
VOLT AMPS 5180 5000 5000 5000 1 VOLT AMPS
L1 VOLT AMPERES
L1 AMPS
10000
848
84.8
106.0
10180
83.3
L2 VOLT AMPERES
L2 AMPS
MAX AMPS
MAX AMPS 025%
NUIL - NKUF'UJLU 11JA LIL tlKLAKLK IU FLLU F'KUF'UJtU 125A L;UbL JUb-F'ANLL
PROPOSED CUBE SUBPANEL SCHEDULE
SCALE: N.T.S.
PLANS PREPARED FOR:
verizon,v'
4700 EXCHANGE COURT, SUITE 100
BOCA RATON, FL 33431
PROJECT INFORMATION:
VZW SITE #: 132046
VZW SITE NAME:
SANFORD PLAZA
2921 S ORLANDO DRIVE
SANFORD, FL 32773
SEMINOLE COUNTY)
PLANS PREPARED BY:
A
11
k4'111 -4m"00—
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661-6351
www.tepgroup.net
FL COA # 30978
SEAL:
No 902
5i 1
IrlSTATE OF
i 0' F OR10P
s9/ NAL E? \\
IIl I\\\ 11ay30,2018
1 05-30-I8 C0145TRUCTION
O 04-1 0- 18 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: 555 1 CHECKED BY: C5N
SHEET TITLE:
PANELBOARD
SCHEDULES
SHEET NUMBER: REVISION:
1E-3 TEP#: 84603.94 1 99
NOTES:
PLANS PREPARED FOR:
1. DO NOT INSTALL COAX GROUND KIT AT A BEND. Verizon,/
2.CONTRACTOR TO WEATHERPROOF COAX GROUND.
4700 EXCHANGE COURT, SUITE 100
BOCA RATON. FL 33431
STAINLESS
STAINLESS STEEL BOLT
STEEL NUT
PROJECT INFORMATION:
STAINLESS STEEL VZW SITE M 132046BELLEVILLEWASHER
ANTENNA COAX VZW SITE NAME:
CABLE. SANFORD PLAZAO
2921 S ORLANDO DRIVE
O
O
SANFORD, FL 32773
O STAINLESS STEEL COPPER SEMINOLE COUNTY)
FLAT WASHER BUS BAR
PLANS PREPARED BY:
0 N6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED
TO GROUND BAR).
UNIVERSAL GROUND KIT
BY HARGER OR APPROVED
NOTES:
1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL. INCLUDING THE BELLEVILLE
WASHERS. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING.
TOWER ENGINEERING PROFESSIONALS
2. FOR GROUND BOND TO STEEL ONLY; INSERT A DRAGON TOOTH WASHER BETWEEN 26T RYON ROAD
THE LUG AND STEEL. COAT ALL SURFACES WITH KOPR—SHIELD. RAL3NC 2ROAD26T 530OFFICE: (
919) 661-6351 GROUNDING
DETAILS TYPICAL LUG DETAILS www.tepgroup.net SCALE:
N.T.S. SCALE: N T S. FL COA # 30978 SEAL:
IIII
III III I
11x1" H.H.C.S. BOLT, WALL
MOUNTING BRACKET, NEWTON
INSTRUMENT CO. j
C NEWTON
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111 51ray 30, 2018 TYPE
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INSTRUMENT CO. 0 0 CAT.#
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GROUNDING TAB) I 05-30- 18 COIJSTRUCTION I
0 0 04-1 O- 18 PRELIMINARY I
REV DATE ISSUED FOR: DRAWN
BY: 5135 CHECKED BY: C51.1 COPPERGROUNDBARVx4%20" MIN. NEWTON
INSTRUMENT CO CAT.// 8-6142. HOLE
CENTERS TO MATCH NEMA DOUBLE SHEET TITLE: TYPE
NC TYPE GT LUG
CONFIGURATION. NOTE:
111 GROUNDING CADWELD "
TYPES" SHOWN ARE EXAMPLES. CONSULT WITH HEAT SHRINK ON NOTE: DETAILS PROJECT
MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE
USED FOR THIS PROJECT GATES
ONLY KD GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING SHEET
NUMBER: REVISION: TYPE
vBC CONNECTIONS REOUIRED AS WELL AS PROVIDE 50% SPARE CAPACITY TYPICAL
CADWELD DETAILS STANDARD GROUND BAR DETAILS 1 TEP#:
84GO3 94199 SCALE: N.T.S. SCALE: N.T.S. 7