HomeMy WebLinkAbout23-5630City of Zelphyrhills
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
I NNINavaUMN
BGC-005630-2023
Issue Date: 03/07/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
1ALOU0 ffll-Whl[Ill WHIMMS 7
ill I I I Irilmil r InlyinlIml IIIyqIl;j1q 1 111111111017111111
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
1 _7
CON URE PEJAIT OFFICEU
-W IN 6 MONTHS WITHOUT APPROVED INSPECTION
4,
TVs
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Good morning!
Could I please apply for the attached sign permit?
Contractor: David Hollowell
Hollowell Construction Services
daveg ollowellconstructionservices.coinh
813-287-0110
Michelle Pudlak Satterfield
Operations Manager
FASTSIGNS South Tampa
3901 W Kennedy Blvd. Tampa, FL 33609
P: 813-287-0110
f ist,5�i ( �qsxorn/26-5'
FASTSI1 GNS.
Make Your Statemenr
On Thu, Dec 22, 2022 at 9:35 AM Michelle Pudlak Satterfield <i-nichelle.pudlakgfqstsi s.com> wrote:
Good afternoon!
Could I please register my contractor in your system? Do you accept sign permits via email or an online
system?
Michelle Pudlak Satterfield
Operations Manager
FASTSIGNS South Tampa
3901 W Kennedy Blvd. Tampa, FL 33609
P: 813-287-0110
Bldg Dept
Generic |Dfor BLDGDept. E-nnai|s.
City ofZephyrhiUs
55350thStreet
Zephyrhi||s,FL33S42
Disclaimer: Fla. Stat. 668.6076 "Under Florida law, e-mail addresses are public records. If you do not want your e-mail address
released in response to a public -records request, do not send electronic mail to this entity,Instead, contact this office hyphone
or|ovvrbug.^
Bill Burgess
Building Official
City of Zephyrhills
Disclaimer: Fla. Stat. 668.6076 "Under Florida law, e-mail addresses are public records. If you do not want your e-mail address
released in response to a public -records request, do not send electronic mail to this entity. Instead,contact this office hyphone
oriuwriting.^
Jackie Bo es
From: Bill Burgess
Sent: Tuesday, January 31, 2023 1:29 PM
To: Bldg Dept
Subject: RE: Contractor Registration
I approve the plan review ....thanks
From: Bldg Dept <BldgDept@ci.zephyrhillsfl.us>
Sent: Tuesday, January 31, 2023 11:47 AM
To: Bill Burgess <bburgess@cizephyrhillsfl.us>
Subject: FW: Contractor Registration
FOR YOUR REVIEW SIGN PERMIT BP # 5606 THEY EMAILED OVER
]ackieBoges
Senior Code Support Specialist
City ofZephvrhiUs
53358thStreet
ZephyrhiUs,FL3354Z
813-780'0020Ex1. 3513
"God doesn't seek for golden vessels, and does not ask for silver ones, but He must have clean ones."
Florida has a very broad public records law. Electronic communications regarding most City
of ZephyrhilIs business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this message in
error, please do not read, forward/ copy, etc. and delete immediately.
From: Michelle PudlakSatterfieW
Sent: Wednesday, January 25i2O231226PKH
To: Bldg Dept
Subject: Re: Contractor Registration
EXTERNAL EMAIL
Could I please check the status of this pennit application?
Michelle PudmkSatterfield
Operations Manager
PASTSIGNSSouth Tampa
3901 TYKennedy Blvd, Tampa, 9L]36O9
P: 813-287'0110
a a ig a
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RIGHT ELEV ,PYLON SIGN (Dl�E TIBULE R�ATION
CLEFT ELEVATION
61
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3"
COLOR LEGEND DEMOLITION NOTES j SHEET NOTES
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KEYNOTES
CONSTRUCTION
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1. Design isinaccordance with the Florida Building Code 7thEdition (Z0I0
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2. Wind loads have been calculated per the requirements ofA5[E7-1§as
shown herein.
3. These engineering calculations pertain only tothe structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or inaccompanying engineering drawings. The
existing host structure (if any) isassumed tobeingood condition,
capable ofsupporting the loaded system, subject tobuilding department
approval. Nowarranty, either expressed urimplied, iscontained herein.
4. System components shall be as noted herein. All references to named
components and installation shall conform tomanufacturer's mrindustry
specifications assummarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components incontact with steel cxembedded inconcrete
shall beprotected asprescribed inthe 2015Aluminum Design Manual,
Part1. Steel components |ncontact with, but not encased in, concrete
shall becoated, painted, orotherwise protected against corrosion.
T Engineer seal affixed hereto validates structural design asshown only.
Use ofthis specification bycontractor, et. Al, indemnifiexand saves
harmless this engineer for all costs Qdamages including legal fees &
apeUatefees resulting from deviation from this design.
This document has been
digitally signed and sealed by
date noted in this digital
signature. Printed copies of
this document are not
considered signed & sealed, &
the signatu "' rum, be verified
Christian Langley, PE on the
Index:
Pgz Cover
Pgz Wind Loads
Pg 3 Anchor Design
x20omFederal xwv�uo
amzno�n'pL 3a*a' ��sV Seo/r.00m page l
2.33 SF
WWWWWAIMM
Anchor Notes:
-#10-24 studs(6061-T6
Alum or 316 S.S.)
- Min (3} studs per letter,
spaced evenly
- Min (4) studs each round
panel, spaced evenly
- Female threaded
receiverwelded to letter
back at each stud
- Stud length to
accommodate embed to
host structure
- Min 1.5" stud embed to
hollow CBS (block) or
concrete
- Fill holes w/ LiquidNails
iN-901 adhesive (or equiv)
LC2. F 3%
REF ANCHOR NOTES
r1r*au
TYP
NUMBERS TO BE INSTALLED.- 1-6
U2 ire
t bft
see seivader
ft
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FASTSIGNS
3901 W. Kennedy Blvd e
Tampa, FL 33609
813.287.0110 ° 26Wastslgns.com
This Drawing is the Property
of Fastsigns"i Tampa, Ft
General •Dose, cordancewith the requirements of the FEa Bldg Code 7th Ed{a0z0)for use th & t'de the HighVebcityy Hu,ncane Zone(HVHZ',. •This engpin g<ertifiesan{y thestruouratintegrity otYhoses stems,componentsand/or otherconstru<tanezplicixiys specified herein. •FJectncak notes,details,&specifications are provided and are the w{tires nsibiP
of Dose, elects cal mrrcractor. No eiedrtcat review has been performed and na cert fication of such is intended. •Structural design meets requirements of ACt 3i&i4,A(SC 36aib, ADMt-i5,&NDS-t8,asappiicl le.•Steel <ompo n shalt be coated, paurte ar otherwise pprotected against eonosion per PBC Sec2203.2/2222.6.•Alum componenrts in con tact w,ih steel oY
S�l8Qe9t embedded in concrete shall be painted orprotected as prescribed 3n ADMi-75{i a}, or plastic/neoprene spacers provided. •All exposed faneners shag be 5.5, or have a protective coating for corrosion protection. • AI! weWmg shall be per AWS regmraments. •Steel welds: E70xx electrodes. • A3uminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.M.O.