HomeMy WebLinkAbout19-21138 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21138
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21138 Address: 5847 GALL BLVD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: WALL SIGN Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-00900-0160
Improv. Cost: 2,450.00 OWNER INFORMATION
Date Issued: 4/22/2019 Name: GARDNER, JIMMY
Total Fees: 82.50 Address: 38950 VICKIE LN
Amount Paid: 82.50 DADE CITY FL 33525-1688
Date Paid: 4/22/2019 Phone: 330-233-9763
Work Desc: INSTALL 2 WALL SIGN & MONUMENT
CONTRACTORS APPLICATION FEES
SIGN-STINE SIGN 82.50
/ l
f�
Inspe6t1ions Required
F OTER
ELECTRICAL ROUGH
FINAL
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONT TOR SIGNATURE PERMIT OFFI R
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813ae0-0021
Building Department
Date Received Phone Contact for Permitting 813 626 _ 7446
Owners Name AUTO PROS1 LLC Owner Phone Number
Owners Address 5847 GALL BLVD Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 5847 GALL BLVD,ZEPHYRHILLS FL 33542-3457 LOT#
/ SUBDIVISION PARCELID# 11-26-21-0010-00900-0160
(08TAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR a ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL a REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL Q
DESCRIPTION OF WORK Install 2 new signs on wall and 1 Face Panel on Monument
BUILDING SIZE I SQ FOOTAGE HEIGHT
BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING $ �
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN L11 N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREA L.XLN
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN, LILN
Address License#
MECHANICAL COMPANY
SIGNATURE RE ISTERED Y/ N FEE CURREN
v
Address XFL
License#
OTHER COMPANY Signstine Signs, Inc.
SIGNATU Y/ N FEE CURREN Y/N Y
Address 7 33 E.Broadwa4Ave;Tampa, License# I ES 12000731
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsnarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Al commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
DireeUons:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot(Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
• which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. 1 also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR Scott Bernier
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn tomr a ed)before me this
by by
Who is/are personally known to me or haslhave produced Who islare personally known to me or hasthave produced
as identification. as identification.
LNotary Public //"""" "2 Notary Public
Commission No. Commission �^� V �� ] ('9
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
t��►R��u�Gc ASHLEY N EVANS
* # Commission 0 GG 243369
N� o� Expires November 28,2022
�rFOFft-6- BondWrhru Budget NnWySenrim
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WALL-MOUNTED SIGNS
5847 Gall Blvd—ZephyrbNls
GENERAL NOTES:
1 Design is|n accordance with the Florida Building Code 6th Edition(2O17)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements ofASCE7-1Oeu
shown herein.
3' These engineering calculations pertain only to the structural integrity of
those systems,components,and/or other construction explicitly
specified herein and/or}n accompanying engineering drawings. The index;
existing host structure(if any)is assumed tobefn good condition, pg I Cover
capable of supporting the loaded system,subject tubuilding department p82 Wind Loads
approval.A10 warranty,either expressed or implied,io contained herein. pg 3 Anchor Design
4' System components shall boay noted herein. All references tnnamed
components and installation shall conform to manufacturer's orIndustry
specifications as summarized herein.
5. VVhene�tecondidonsde�ate�omdooaenmtedherein,reviuionsmaybe 'o';^'
gnmr fiti4 seal valid
required ora separate site-specific engineering evaluation performed. ' tul
6. Aluminum components|n contact with steel or embedded inconcrete
shall be protected os prescribed in the 2O1S Aluminum Design Manual, — No. 673
Partl' Steel components in contact with,but not encased in,concrete -
shall bo coated,painted,or otherwise protected against corrosion.
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7' Engineer seal affixed hereto vaUdo�syzru#ura|ded8nasshownpn|y.
Use of this specification by contractor,et.All,indemnifies and saves
harm|��th�en��neer��aHo��u8\damno�es�ndu6in�i�0a�fee��k ~'''— x�����_t��,% '-'673-�
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Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
Sign type: Channel Letter
Sign size: A= 1.2 sgft (per letter, critical)
Wall material: Wood CDX or equiv,thickness to match Min Embed
Anchor type/size: #14 Wood Screws or SMS
Ref: APA E830E Fastener Loads for Plywood
Min Embedment: 0.5"
Min edge dist: 2" Min Spacing: 2"
Anchor tensile capacity: Tcap,= 112.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 41 lb ...=P«A (per letter)
No.of anchors req'd: n= 0.4 anchors per letter =Rt/cap
Total anchors required: 1 anchors per letter
OK,critical anchor option shown. Limit to min(3)per letter,bal.
Ref anchor schedule for other anchor options.
Page 3
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WALL-MOUNTED SIGNS
5847 Gall B}vd—Zephyrhil[s
GENERAL NOTES:
2' Design bln accordance with the Florida Building Code 6th Edition(20D)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements ofASCE7-1Dos
shown herein.
3. These engineering calculations pertain only tn the structural integrity of
those systems,components,and/or other construction explicitly
specified herein and/or\naccumponyinBengioeerngdrawings The index:
existing host structure(if any)is assumed tobe)n good condition, rgl Cover
capable of supporting the loaded system,subject to building department pg 2 Wind Loads
approval.Nw warranty,either expressed mr implied,b contained herein. pg3 Anchor Design
4' System components shall bems noted herein. All references tonamed
components and installation shall conform tn manufacturer's orindustry
specifications as summarized herein.
S. VVheve�tecondihonsde�ute�nmthosenotedhenein^revxionsmaybe zitu hh4 al valid
`""^ se«' re
required mra separate site-specific engineering evaluation performed. '
6' Aluminum components|n contact with steel or embedded inconcrete
shall be protected os prescribed in the 2O15 Aluminum Design Manual, — No.671
Part 1' Steel connpunentsin contact xvith'but not encased in,concrete
shall becoated,painted,orothemxiseprotected against corrosion. -
7. Engineer sea]affixed hereto validates structural design as shown only.
Use of this specification by contractor,et.A[,indemnifies;and saves
harmless this enyjneer for all costs&damages including legal fees& -~'`` ���� -#-'---
apeUate fees resulting from deviation from this design. Easy S�619''0 am�Auth#31124
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Wall Sign Anch®r Design
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
Sign type: Channel Letter
Sign size: A= 1.2 sqft (per letter, critical)
Wall material: Wood CDX or equiv,thickness to match Min Embed
Anchor type/size: #14 Wood Screws or SMS
Ref: APA E830E Fastener Loads for Plywood
Min Embedment: 0.5"
Min edge dist: 2" Min Spacing: 2"
Anchor tensile capacity: Tcap= 112.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 41 lb ...=P"A (per letter)
No.of anchors req'd: n= 0.4 anchors per letter ...=Rt/cap
Total anchors required: 1 anchors per letter
OK,critical anchor option shown. Limit to min(3)per letter,bal..
Ref anchor schedule for other anchor options.
Page 3
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DESIGN CALCULATIONS
FOR
GREASE MONKEY
FREESTANDING SIGNS
5847 Gall Blvd—Zephyrhills
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 6th Edition(2017)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein,except where noted otherwise.
3. These engineering calculations pertain only to the structural integrity of
those systems, components,and/or other construction explicitly Index:
specified herein and/or in accompanying engineering drawings. The Pg 1 Cover
existing host structure(if any)is assumed to be in good condition, Pg 2 Wind Loads
capable of supporting the loaded system,subject to building department pg 3 Footing Design
approval.No warranty,either expressed or implied,is contained herein. Pg 4 Primary Supports)
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein..
S. Where site conditions deviate from those noted herein revisions may be "011IR11111",
Y E`gi � � ir�Sh seal valid
required or a separate site-specific engineering evaluation performed. ,.
6. Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual, No.673
Part 1-A. Steel components in contact with,but not encased in,concrete a
shall be coated,painted,or otherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design as shown only. ®'�®�.° F
�f 01
Use of this specification by contractor,et.Al,indemnifies and saves
Chrlsfi,a P #67382
harmless this engineer for all costs&damages including legal fees& �i, .®
apellate fees resulting from deviation from this design. Easy SeAlsiot® agla'rY Auth#31124
1200 N Federal Hwy,#200
Boca Raton,FL 33432 Easy Seals.com Page 1
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Easy Seals CALCULATIONS FOR FREESTANDING SIGNS
r ASCE 7-10 Deign Wend Loads
FREESTANDING SOLID SIGNS AND WALLS (AT GRADE)
Building Specs
V- 130 mph - Basic wind speed Risk Category 1 Structure
Exposure C ASD Load Combo Coeff: 0.6
Calculations
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900' Nominal ht.of atmos.boundary layer KA= 1.0 Topographic factor
G= 0.85
Cf= 1.55 Force Coefficient
...Width/Height ratio >_0.5
130 mph - UP"C"
Monuments at grade
W/Ht Ratio S 0.5
DESIGN
H30ft
WIND
RESSURES q=
24.7 psf 0.85 18.7
25.6 psf 0.88 19.5
26.2 psf 0.90 19.9
28.6 psf 0.98 21.7
35 ft ± 29.5 psf 1.01 22.4
40 ft ± 30.3 psf 1.04 23.0
45 ft ± 31.1 psf 1.07 23.6
50 ft ± 31.8 psf 1.09 24.1
55 ft ± 32.4 psf 1.12 24.6
60 ft ± 33.0 psf 1.14 25.1
70 ft ± 34.1 psf 1.17 25.9
80 ft . ± 35.1,psf 1.�1 26.6
90 ft ± 36.0 psf 1.24 27.3
100 ft ± 36.8 psf 1.27 27.9
110 ft ± 37.5 psf 1.29 28.5
120 ft ± 38.2 psf 1.32 29.0
L
± 38.9 psf 1.34 29.5
± 39.5 psf 1.36 30.0
± 40.1 psf 1.38 30.4
± 41.4 psf 1.42 31.4
± 42.6 psf 1.46 32.3
± 44.6 psf 1.53 33.9
Page 2
y sySeaLs CALCULATIONS FOR FREESTANDING SIGNS
j
easyseal=m
Footing Design for Freestanding Signs and Flagpoles
Structure Dimensions & Loading
Design wind pressure: P= 24.7 psf
Overturning Safety Factor: Q= 1.5 ...FBC 1807.2.3
Sign area 1: Al= 60.0 sq ft ...tributary area.1 for each footer(e.g.sign)
Height of applied force above grade: h1= 3.0 ft ...height of area 1 centroid
Sign area 2: A2= 0.0 sq ft ...tributary area 2 for each footer(e.g.post)
Height of applied force above grade: h2= 0.0 ft ...height of area 2 centroid
Overturning Moment: Mn = P*(A1*h1+A2*h2)
Mn= 4.4 kip-ft
Sq/Rect Footing dimensions: B= 3.42 ft L= 3.42 ft
Footing depth: d = 2.25 ft Soil cover: ds= 0 ft
Superstructure weight: Dr= 200 lb
Soil cover weight: Ds= 0 lb ...=100pcf*B*L*ds
Footing weight: Df= 3948 lb ...=150pcf*B*L*d
Total weight: D= 4148 lb ...=Dr+Ds+Df
Soil Strength ...FBC Tables 1806.2,1819.6
Soil class: 4.Sand, silty sand,silty gravel
Lateral bearing strength: Plat= 150 psf/ft
Vertical bearing strength: Pbrg= 2000 psf
Check Vertical Soil Bearing Pressures
e= 1.07 ft ...=(P)*(Al*hl+A2*h2)/D ... > B/6
qtoe= 2*D/[3*L*(B/2-e)) ...reaction below footer at toe
qtoe= 1265 psf qtoe< Pbrg OK
Resisting moment due to Dead Load: My= D*13/2
My= 7.1 kip-ft
Total Resisting Moment: Mtot= My/1)
Mtot= 4.7 kip-ft Mtot>Mn OK
Page 3
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" Easy��a� CALCULATIONS FOR FREESTANDING SIGNS
easyseals.mm
Hollow Structural Pipe in'Bending
Allowable Stress Design per 2010 AISC Spec for Structural Steel Buildings
Material Properties
Yield Stress,A53 Grd B Steel: Fy= 35 ksi Safety Factor= 1.67 Per Section 63.4
Modulus of Elasticity: E= 29000 ksi
End Supports: Cantilever
Member Properties ANSI 4"Schedule 40 steel pipe
Nominal size: 4" diam - Sch 40
Outside Diameter d = 4.5 in Moment of Inertia: Ix= 7.2 in'
Wall Thickness t= 0.237 in Section Modulus: S= 3.21 in
Deflection Limit: Defl = L/80
Design wind pressure: P= 24.7 psf
Sign area: A1= 60.0 sq ft ...tributary area for each post(e.g.sign+post)
Eccentricity of applied force: e1= 3.0 'ft ...distance to area centroid(weighted avg hl,h2)
(1):Yielding Limit State
Mn= Fy*S Allowable Moment: Mallow= Mn/1.67
Mn= 112.5 kip-in Mallow= 67.4 kip-in
Check Member Bending
Moment in member: Mmax= P*A1*e1
Mmax= 53.3 kip-in Mmax < Mallow... OK
Check Member Deflection:
Allowable Deflection: Dauow= 0.45 in i_/80
Deflection in member: Amax= P*(A*e-3)/(3*E*I)
Amax= 0.11 in Amax < Aallow ... OK
Page 4
Jacqueline Bo es
From: Gail Hamilton
Sent: Monday, May 20, 2019 4:1
To: Jacqueline Boges
Subject: FW: need your approval r grease monke
FYI ....
Thanks!
From: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>
Sent: Monday, May 20, 2019 1:43 PM
To:Gail Hamilton<GHamilton@ci.zephyrhills.fl.us>
Subject: RE: need your approval for grease monkey sign
Gail,
Sign was to be installed per plans, with the removal of the old pole sign for the former lube company. Apparently there
was a sign between the two pole signs that they wanted to keep and I said absolutely not. It was to be five feet from
the property line and one foot
ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY!
Rodney V. Corriveau, AICP
Assistant Planner
Zephyrhills City Hall
Planning Department
5335 8tn St.
Zephyrhills, FL 33542
Phone: 813.780.0201
Fax: 813.780.0005
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 office.
From:Gail Hamilton<GHamilton@ci.zephyrhills.fl.us>
Sent: Monday, May 20,201912:28 PM
To: Rodney Corriveau<RCorriveau@ci.zephvrhills.fl.us>
Subject: Fwd: need your approval for grease monkey sign
Hey
Do you know anything about this....
Sent from my iPhone
Begin forwarded message:
1
From:Jacqueline Boges<jboges@ci.zephyrhills.fl.us>
Date: May 20,2019 at 12:26:22 PM EDT
To:Gail Hamilton<GHamilton@ci.zephvrhills.fl.us>
Subject: need your approval for grease monkey sign
Bill went over to grease monkey and inspected their sign 6512 on th 17th . He felt the sign was too close
to other signs but wanted to make sure you were alright with installation before I close the permit.
Thank you Gail
i
Jackie Boges
813-780-0020 ext3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,
but it is He Himself we have."Dwight L. Moody
Florida has a very broad public records law. Electronic communications regarding
most City of Zephyrhills 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.
z
Jacqueline Boges
From: Jacqueline Boges
Sent: Monday, May 20, 2019 12:26 PM
To: Gail Hamilton
Subject: need your approval for grease monkey sign
Bill went over to grease monkey and inspected their sign 6512 on th 17th . He felt the sign was too close to other signs
but wanted to make sure you were alright with installation before I close the permit.
Thank you Gail
Jackie Boges
813-780-0020 ext 3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He
Himself we have."Dwight L. Moody
Florida has a very broad public records law. Electronic communications regarding most City
of Zephyrhills 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.
r
1 "
r
CITY OF " NOTICE / / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITI ON OR CORRECTION
D • NOT REMOVE
ADDRESS D TE PERMIT�6
5-E?LF) Z-f 1
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
L.6C-p tud
It is unlawful for any Carpenter,contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION
or other material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR
40
City of Zephyrh'Us
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: --�"
Site: � �
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: L]
i
This comment sheet 'all be kept with the permit and/or plans.
APR 11 2019
Kalvin r—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
4