HomeMy WebLinkAbout15-16021 . CITY OF ZEPHYRHILLS .`
5335-8TH STREET �
• �sis��so-oozo 16021
BUILDING PERMIT �
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16021 Address: 6026 GALL BLVD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: WALL SIGN Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 03-26-21-0010-12800-0000
Improv. Cost: 7,000.00 OWNER INFORMATION
Date Issued: • 2/20/2015 Name: HESS
Total Fees: 157.50 Address: 6026 GALL BLVD
Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542
Date Paid: 2/20/2015 Phone:
Work Desc: REPLACE MULTIPLE SIGNAGE WALL AND CANOPY & REFACE
CONTRACTOR S APPLICATION FEES
ALLEN INDUSTRIES INC. SIGN 97.50 ELECTRICAL FEE 60.00
ALLEN INDUSTRIES INC
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- Ins ections Re uired
FOOTER
ELECTRICAL ROUGH ,�
FINAL t.� - 23 -c�
REIMSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
� from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
� entities such as water management, state agencies or federal agencies.
"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 BEFO C.O.
, ��
CONTRACTO SIGIVATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR IVOTICE REQUIRED
PROTECT CARD FROM WEATHER
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NO'�ICE+Ok`COIVIlYI�NC�NtC�T l02/20/2015 L. K. , Dpty Clerk
PRULA S 0'NEIL,Ph D PRSCO CLERK.& COMPTROLLER
ParmiENo.� � �02/20/2015 08:42am 1 � of 1
TaxFaIzol�To. �, OR BK� ���� PG '1�7'1
T�UNDERSIGN�D hereby giv�s nodc�that improvements wil�be mada to certainreal property,and in a�eord�ce�tvith Section
713.13 ofthe�lorida SYatutes,tfie foiloSVing infounafion is provided�n this I+7��ICE(3F��lYINIENG�Iti�N F.
I.Descrip�ifln ofproperty ETegrr7�tescrrpiion}; e �3� °2 i�- C��i t7 - I 7 C7 il � �D f 0
a)Street�jvb)Address: � i �' -e� �'l/s" — •
2,Genersl desc�#ion o�impravemenfs:
3.Q��nerTnforniation ry( nI `�� � , �\ �4�f^
a)Name and address: "�lY"1 0`�ul
b}Name and address of fee simpie titleholder(ifother fhan ownerj
a)7nterestinpmperl.Y �f� I�M,ZN
4.Confractor Infoffia�ion - r ' 1�I
a�Nameaud add_ress:� ��C����G'�� ���" )` '--1`1� .� r�ec�r�« a�����.����
h)TelephaneNQ; ��Q��9��(0 �'aYNo.(opt)
5,SnreLplu€ormation
a)I�Iame and address: �
b)AmonnF ofBond•
c)TelepIiwieNo.. � FaxNo.(Op#.) -
G.Lender � �
a)Naine and addtess;
PhoneNo. -
7.Identity oFpersvu Zvithat the Siate af�Io�da desigt�ted�p ou*ner upon avhom notices nr oth�r doeuments may he served: ' '
aj I�I'ame and address•
. . b)Teiephanel*I'o.: � Fax No.(Opt.j .
8.Tri addition fo li�mse�lf;o�vner designafes t�e follow.�ig pessonto iecaive a copy af the Lienar'sl�Totice as prayide�.in.5eetiori
713.13{t)(b),k�orida Stafntes:
a)Name and address: -
b)Telephrnae No: k'ax No,{Op�)
' 9.Expiration date ofNatice of Commencemeut(the eapira�in��dateis uz�e year frov�#ha date o;f xecording ttiuless a ST'ifferent date
is specfiied}: - '�
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Verifioation pursuant#o Section 92,525,��orida Statutes,Under penaities ofpexjury,I declare tha#Ihaveread theforegoing and t�aY
the-faets sfated in it�e true fa fhe best-of mylaiowledge aud beiief. ' ,
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: � ��—��
Site: IO b� ���� �� ��
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Permit Type: � `��`L� - � �
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
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Kalvin Swi –Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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To:
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Re: Commercial Sign Pernut Procurement for
Dear Sirs or Madam,
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� I, �yC. ' � l�S ; '' �U �� , ' ��� , do hereby authorize Allen Industries
and their agents to sign,�apply for,pay for, nd pick up permits,building and electrical, and install
for the sign work proposed at the address listed below.
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AUTHORIZED AGENT AGENT SIGNATUI2E
-------------------------------------------- ---------------------------------------------
P��� �� -- ��.�o�-��
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(Client Signature)
State of I�T����: � `�
' CounTy of P:�: N �5 SA�c
Before me personally appeared Lp� �-�S , (.1�C�,��—,to me well known and known
to me as the person described in and who executed the foregoing instrument, and acknowledged to
and before me that he executed said instrument for the p ose herein expressed.
_ Wrtness my hand and Official seal tlus .z� day of�,p„��Pij , 2014
� TERRY ROSENBAUM
NOTARY PUBLIC STATE OF NEW YORK I,
QUALIFIED IN NASSAU COUNTY �
N0.01 R04992279
� COMNf.EXP,3116/201� � �� / i
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�� Stamp Nota ublic �
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� 7 a�saeo-oozo • City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
�� �� z�
Date Received . �— �
Phone ContactforPermittin
Owner's Name � lZ S �nr� Owner Phone Number
Owners Address v x �Y� �� JQr1 f1�i1�U 1 Owner Phone Number �
Fee Simple Titieholder Name ��� Owner Phone Number tl` �'`
Fee Simple Tideholder Address
JOBADDRESS lD��`� IU, CQ�� �1iC' �Q. �Y ��11S r�"' 33S`'� ` LOT# �U10
SUBDIVISION �J `� PARCEL ID# V )' �-�� -U`���- �ag' (�- d��O
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSfR B ADD/ALT � SIGN � Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR � COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL 1� �
DESCRIPTION OF WORK l h�� �'J"r` U I V`� VI� til) Q�1� � c 1�- � LC�
BUILDING SIZE ���S�IYL SQ FOOTAGE �X� �� HEIGHT X ��.
BUILDING $ /�/�� VALUATION OF TOTAL CONSTRUCTION
UL /�
�ELECTRICAL $ l' I\U l\ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. /
V U , / /
1/ /
QPLUMBING $ � / �,/ ,�
� .I_ �U�'✓
''�J—!i� � �} ��y� � �—
QMECHANICAL $ 1A yy VALUATION OF MECHANICAL INSTALLATION � /1 L11 /� v y� �
Y' I� �n ' ' v /�,,,�I,3./,1✓
QGAS Q ROOFING Q SPECIALIY '(/ C�� `�"�... a,�,�
0 OTHER
� ..T,�
FINISHED FLOOR ELEVATIONS '/� Vl FLOOD ZONE AREA QYES NO �t
v� f�
BUILDER / I �� 6'OMPAN�
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License# �s ��� ,5
ELECTRICIAN �OMP Y
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERFD Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111
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,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of Buiiding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence inslalled,
Sanitary Facilities&1 dumpster.Site Work Pertnit for aII new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:'
Fill out application completely
Owner 8 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 Attomey(for lhe owner)would be someone with notarized letter from owner author'¢ing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Drlveways-Not over Counter iT on public roadways..needs ROW
X
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 woric,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 licznsing 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 owne� 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. I also
certify that I understand that the regulations of other govemment 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 peRnitted.
- 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.
FLORIDAJURAT F.S.1 .03
OWNER O GEN'V , � C NTRACTOR �GLLC.l�—
Subscrib'd and swo to(or affirme )before this e cribed and swor o(or a�� )befo e me t 's
�� ti�
Who is/a _personally known t,me or has/have produced Wt� ersonally known to me or has/have produced
as identification. �,�Q� 6 as idenfification.
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DESIGN CALCUL/�TIONS
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FOR ,
51'E E DW/�Y�#6540
� 26" CH/�NNEL LETTERS Cla CANOI�Y .
60�6 IV.Gall Blvd—Zephyrhills
GENERAL NOTES:
1. Design is in accordance with the 2010 Florida Building Code 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.
3. These engineering calculations pertain only to the structural integrity of
those systems, components,and/or other construction explicitly specified
herein and/or in accompanying engineering drawings. The existing host Index:
structure(if any)must be capable of supporting the loaded system as p 1 Cover
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verified by building department or architect/engineer of record. No pg Z wind�oads
warranty,either expressed or implied,is contained herein.
Pg 3 Anchor Design
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. �
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5. Where site conditions deviate from those noted herein, revisions may be .t��"""'�Je,.,
� Engir�ee 's ign�ture and seal valid
required or a separate site-specific engineering evaluation�performed. ��` .���^'� �-�q�s •�.,
� `�`. ��o e a�e�1��t�hro�u��i�.3
6. Aluminum components in contact with steel or embedded in concrete shall ���°' L�` �F •°��+�;
be protected as prescribed in the 2005 Aluminum Design Manual,Part 1A. � �.' �•�°
�9�. 6���2 �
Steel components in contact with, but not encased in,concrete shall be � �o � � �� _
� coated, painted,or otherwise protected against corrosion. j „ o ; =
7. Engineer seal affixed hereto validates structural design as shown only. Use ����°e STAT- �►F •"��'
=,���, ^,Jan , Q1,5,��:
of this specification by contractor,et.AI,indemnifies and saves harmless ^ --
this engineer for all costs&damages including legal fees&apellate fees Christ an,�'''v ey°.�;��PE#67382
�.,. 9dl�l ��•
resulting from deviation from this design. i Easy Sea1s�,,,,,a�� r��Auth#29531
1200 N Federel Hwy,#200 r I
Boca Raton,FL 33432 Lasy�eQ�.CDIYI Page 1
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:'��,; ����;����(� C�LCUL/�TIONS FOR W/aLL-MOUNTED 51GN5
� "-,., earyseals.com
/�SCE 7-10 Design Wind Loads �
WALL-IifiOUNTED SIGIVS !
- ---- - -__�_-- - �
Building Specs ;
- _ - -----------_--�-==�
V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6
Exposure C
Calculations
r �a= 9.5 3-sec gust speed power law exponent � Kd= 0.85 Directionality factor
zg= 900' Nominal ht. of atmos. boundary layer Kzt= 1.0 Topographic factor
Gcpi= 0 Internal pressure coeff
A= 10 sq ft Tributary area
140 mph - Exp "C"
WALL=MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER ; CORNER ,
u
HEIGHT (Zone 4) ; (Zone 5) Y Y qZ � �. � u,
15 ft 23.9 psf ; 30.4 psf 0.85 36.2 � -1.10 -1.40
20 ft 25.4 psf � 32.3 psf 0.90 38.5 -1.10 -1.40
25 ft 26.6 psf ; 33.9 psf 0.95 40.3 -1.10 -1.40 �
30 ft 27.6 psf ; 35.2 psf 0.98 41.9 -1.10 -1.40
35 ft 28.6 psf ; 36.4 psf 1.01 43.3 -1.10 -1.40
40 ft 29.4 psf � 37.4 psf 1.04 44.5 -1.10 -1.40
45 ft 30.1 psf : 38.3 psf 1.07 45.6 -1.10 -1.40
50 ft 30.8 psf ; 39.2 psf 1.09 46.6 -1.10 -1.40
55 ft 31.4 psf ; 40.0 psf 1.12 47.6 -1.10 -1.40
60 ft 32.0 psf ; 40.7 psf 1.14 48.5 -1.10 -1.40
70 ft 27.0 psf � 54.1 psf 1.17 50.1 -0.90 -1.80
80 ft 27.8 psf ; 55.6 psf 1.21 51.5 -0.90 -1.80
90 ft 28.5 psf ; 57.0 psf 1.24 52.8 -0.90 -1.80
100 ft 29.1 psf ; 58.3 psf 1.27 54.0 -0.90 -1.80
110 ft 29.7 psf � 59.5 psf 1.29 55.1 -0.90 -1.80
120 ft 30.3 psf ; 60.6 psf 1.32 56.1 -0.90 -1.80
130 ft 30.8 psf ; 61.6 psf 1.34 57.0 -0.90 -1.80
140 ft 31.3 psf ; 62.6 psf 1.36 57.9 -0.90 -1.80
150 ft 31.7 psf ; 63.5 psf 1.38 58.8 -0.90 -1.80
175 ft 32.8 psf � 65.6 psf 1.42 60.7 -0.90 -1.80
200 ft 33.7 psf : 67.5 psf 1.46 62.5 -0.90 -1.80
250 ft 35.3 psf ; 70.7 psf 1.53 65.5 -0.90 -1.80
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� ,...,,.__ .
:_ ,r�;; �������r� C�LGUL/�TIONS FOR WALL-MOUIdTED �IGNS
7 - ,., earysealuom ,
Wall Sign /�nchor Design !
� Structure Dimensions � Loading �
= Design wind pressure: P= 35.2 , psf
� Sign type: Channel Letter
Q Sign size: A= 3.1 sqft (per letter,critical)
OC �
W
Wall material: Metal Steel studs or extrusions/shapes
� Anchor type/size: #14 SMS �
J Ref: Min 18ga studs(grd 33)or 0.090"6063-T6
W Min Embedment: Full
Z
QMin edge dist: 0.75" Min Spacing: 0.5"
= Anchor tensile capacity: Tcap= 152.0 Ib (per anchor)
U
Check Anchors for Pullout
Total Reaction: Rt= 108 Ib ...=P*A (•per letter)
No. of anchors req'd: n= 0.7 anchors per letter ...=Rt/rcap
Total anchors required: 1 �anchors per letter
OK,typical anchor option shown.
Use min (3)per letter.
� Structure Dimensions & Loading
= Design wind pressure: P= 35.2 psf
ZSign type: Raceway
Q Sign size: h= 42.0 inches (height)
J
W '
Z Wall material: Metal Steel studs or extrusions/shapes
a Anchor type/size: #14 SMS�
� Ref: Min 18ga'studs(grd 33)or 0.090"6063-T6
U Min Embedment: Full
a Min edge dist: 0.75"
Anchor tensile capacity: Tcap= 152.0 Ib (per anchor) �
Check Anchors for Pullout `
Total Reaction: Rt= 123 Ib/ft �...=P*h (along raceway) '
Anchor spacing req'd s= 29.6 Itl O.C. , ..._(2*Tcap)/Rt
Pairs of anchors at 30 , inches on center(max)
2.5 �feet on center '
OK;use anchors at rv�ax spacing shown along top&bottorta.
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