HomeMy WebLinkAbout17-18464 CITY OF ZEPHYRHILLS
' - ' S335-8TH STREET
(813)780-0020 18464
BUILDING PEItMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18464 Address: 7631 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: 34-25-21-0110-00000-0010
� Improv. Cost: 700.00 OWNER INFORMATION
Date Issued: 6/30/2017 Name: WAL-MART
Total Fees: 120.00 Address: 7631 GALL BLVD
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542
Date Paid: 6/30/2017 Phone: (479)204-1063
Work Desc: INSTALL ILLUMINATED WALL SIGN W/ ELECTRIC FOR PICK UP AREA
CONTRACTOR S APPLICATION FEES
APPLE SIGN &AWNING LLC SIGN 60.00
ELECTRICAL FEE 60.00
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Ins ections Re i d ` -
FOOTER
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 properly. 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�-
CONTRA OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 'i
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED I
PROTECT CARD FROM WEATHER �
1
_ � a�s-�aaoozo City of Zephyrhills Permit Application Fax-813-780-0021
i � � ' Building Department
Date Received � Phone Contact for Pertnitting J ��
r rr r r� rr -- - - -- r rrr -
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Owners Name � /•'/ Owner Phone Number �� `�(J✓
Owners Address �r ✓/�/ -� � / �Owner Phone Number
Fee Simple Titleholder Name � � C� Owner Phone Number
Fee Simple TitleholderAddress �� Q �`L '`v���`� �
JOB ADDRESS �/ ,'/ G� �J � � LOT# �
SUBDIVISION `�— PARCEL IQ/�
(09TAINED FROM PROPERTY TA%NOTICE)
I WORK PROPOSED e NEW CONS7R e ADD/ALT � SIGN � � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FR,4ME 0 STEEL Q
DESCRIPTION OF WORK /c��/ I` L��'( � /C L �
/ �—� r
BUILDING SIZE � x � SQ FOOTAGE % HEIGHT ��
BUILDING $ ' /�Q� �� VALUATION OF TOTAL CONSTRUCTION
v
��ECTRICAL $ �C j AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
/ ���� �
OPLUMBING $ L� /�
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ��.�`��� " V
��t, l�- ` S
/ �,
GAS ROOFING SPE IALTY THER , I?fT v
0 � 0 � L!� o Sl r�r
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO � � �
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BUILDER Q�`' � ��� �/COMPANY T^ ` , ~`C/�
SIGNATURE REGISTERED N FE URRE� /N
Address V �- �� r License# � �!/U �
��� �.� � �
ELECTRICIAN � ANY � �
SIGNATURE EGISTERED Y N FEE CURRE� Y/N
Address � � ' e License# �,
PLUMBER COMPANY
SIGNATURE REGISTERED Y 1 N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construcGon,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&t dumpster;Site Work Pertnit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite.Construclion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster Site Work Pertnit for all new projects.All commercial requirements must meet compliance
� SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
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Directions:
Fill out application completely
Owner&Conlractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
'• Agent(for lhe contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITIING (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 I
applicable deed restrictions. i
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 I
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 IMPACTIUTILITIES 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 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 ceRify that fill will be used oniy 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 fiil 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, weils, 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 FIfdANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM C ENT.
FLORIDA JURAT(F.S.117 3)
OWNER OR AGENT CONTRACTOR
/�yb;efi f d sw rn o( a irm �befor 's py� b��r'I��aswor to(�{ i e be ore m this�0.�n ;�
� �l�� bY � �-1 � �� `,'�/ by C �..�
Who islare personallv knowo to me or has/have pr u Who is/are personally own to me r as/have produced
as identifiration. as identification.
�, f . �s��
� � ta Public ����Notary Public
Commission No.��np Y PUR� �r��e�v�c���llC�_ Commission No.
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�'....,'.�, RTfll"TtC ` uB
MY COMMISSION#FF 915440 r°;•••;4o DEBBIE KEMPKER
Name of Notar d�E3f�IF9�November 7,2�19 Name of Notary typed,pr�t p�ci
Nr9�OF�pQJ�� BontledThruBudgetNotaryServica s� oP EXPIREB.November7,2019
� q����� BondedfiruBudgetNotaryServices
Walmarto°o�
Save money.Live better. �
Facilities li/lanagement � Z001SE10`"St.
Bentonville,AR.72716-0545
Phone 479-204-3837
Fax: 479-273-1961
Environmental Services
Exterior S�gning
Ben Jennen,Project Manager
February 28, 2017
To whom it may concern:
Please let this letter serve as written approval from Walmart for the installation of the Walmart
signage for store:
Store#706
7631 Gall Blvd.
Zephyrhills, FL
If you have any questions please call me at 479-204-3837 or email at
Beniamin.iennen(a�walmart.com
Sincerely,
Ben �Dennen Project Manager, Exterior Signs
Office. 479.204 3837
Cell 479.295 4612
Fax: 479.273.1961
benjamin.jennen(o�walmart.com
Wal-Mart Stores, Inc.
2001 SE 10th St.
Bentonville, Ar 72716
Save Money. Live Better
T ' , ,
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1
WALMART SPECIAL PROJECTS {ST�RE #0706)
ZEPHYRHILLS, FLORIDA
PROJECT NO. 1710166.01
� STRUCTURAL CALCULATIONS
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2017.03.27 07:59:25-05'00'
CARRiE J. JOHNSON, P.E.
ENGINEER 4F RECORD
Wallace Engineering
StrucWral Consultants,fic.
, 200 East Mathe�v 8radi Street
Tulsa,Oklahoma 14103
i 918.584.5858,Faz 9 i8.584.8689
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COD� CHECK
flA7E: 3/24/17
TO: Building Depariment
5335 8th Street
Zephyrhills,FL 33542
PHONE, 893.780.0020 FAX:
ATTN: BIII BUC,qeSS �EMAIL: '
PRo.IECT:�E '�710966 Walmart Special Projects(Sfore#0708)--Zephyrhills,Fforida
8Y: PNONE X VISIT OTHER TIME: 7:28 am
1TEM DESCRIPTION RESPONSE
1.GOVERNfNG CODE
A. Local Buildin�Code: 2014 Florida Building Code
8. Local Amendmenls: based on 2012 IBC
C. Do State t3uilding Code Requirements Dif(er7
D. Siructura)Observations Required?
E, Special hispections Final Report Required
fnr C:ariifir.ala.nf(lr.r.iinanr.v�
2.ROOF LIVE LOAD
A. Minimunt Rooi Live Load: 20 psf
3.SNOW lOAD
A. Ground 5notv Load,Pg: 0 psf
a. Can ground snow load be reduced per cocie:
A,WIND LOAD
A. Uesign Wind Speed: 140 mph
�• Risk Category II
5.SEISfv11C LOAD
A. Mapped Spectral Response Acceleration,Ss: 6.8 (short period,0.2s)
B. Mapped Speclrai Response Acceleration, S1: 3.4 (lonc�period, 1.Os)
6.FROST DEPTH
A. Minimurn f3earing Depih: 12 In.
REMARKS:
Please notify the undersigned if iite above information is incorrect or incornplete.
FROM: I�enise Ward
� Wallace Engineering
CC: Structural Conzultanls,InG
200 East hlathevr Btadf Streel
' T�Isa,Oklahoma 7A 103
918.584,5856,fax 918.584.8689
��r;r,+�.ira I lacesc.com
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WINDSPEED WEBSITE DISCi.AIMER
VYhlle the intormaUon presented on lhis websile Is belleved to be correcl,ATC and Its sponsors and contdbulors
assume no responsibility or Ilability tor its accuracy.7he malerlal presented In ihe windspaed taport should not
be used or relied upon for any spedOc appltcallon wilhout competenl examinatlon and ver(fiqQon of ils
accuracy,sullabilily and applicablilty by engineers or other licensed professiooafs.ATC does not intend that the
use of ihfs In(ormaUon replace the sound Judgmant of such competent professtonals,having expedence and
knowledge In the fleld of practice,nor lo subsUtute tor lhe standard of cere required of sucti professionals In
lntetpreUng and applying�ha resulls of ihe wlndspeed►eport provided by ihis websfte.Users of Ihe information
from ih{s webslle assume all Ilablllly arising Trom su�h use.Use of lhe oulput of ihis tvebs9te does nol imply
apptoval by the govetning building wde bodias responslble for bullding code approval and interpretation for the
bulldfng stte descrfbed by latitudellongitude lacatlon In Ihe wlndspeed load report.
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��;6.square feel'
Tnbutary Area fa Perapet Canponenls,l= °�'`�:100�square teel
� Tnbulary Area(or Pa rapet Canpooenis.2= ''"���60 square(ael
z I `���'..`>,:e
TnbularyArea fof ROpf Components,1= ".��I:4.B.square feot
� zt�.q^^�� x TribularyAreafaRootCompatents,2= •:'�.";�;1�6,squareteel
¢ ;�5�_�. ..�
-�.;� T�lbutaryAreaforRoofComponenls,3' �i',.;�:SO.sqvarefeel
TribularyArea!w Overhangs w Carap'es,1= !�i;��.�'i�tU�square feel
,.:. ��_� I �' ,
�� I Tr�MilaryArea for Overhangs orCaraples,2= "');i;�''10,square feet
,�`._. ... .l .I 2
:..- ` Lh I Isbw'.dLgonornearelvll,rtdge.aoscarpmenl? :•;;;;i�.;N(YaM)(Sectlon28.8)
S
( = Ha'ghlof Hll or Esearpment relaG�re lo vpwi�d terretn,H= ;:;';10.00j feel(Seclion 28.8,FTg.28.B-t)
� I � ... ,.
.,,t.:.
� Hw+�.o;si.up,,;nd io Po�twnae oevabon=Hn,u,_ .;;.10,00,feel(3ection 28.8.�.ze.e•i�
------� Horiz.Ust.fran Cresl to ButSding Site.x II <`��:�`;10.OU feet(Secdon 28.8.Fig.28.8•1)
i;^i�;�;<ci
I 20 Ridga,20 Escarpmenl.a A+dsymmoUkal iG9= t'>'��,.:E�(R,E,a H)
;..}:�.;..-,�
2-0 Rd;e aAr.'aymreYca�Nn Is tho butding site up��ind of do.timtiind ol tho uesl7 j,;DOWN,{up,dann)
�.Caloufatlona-Main Wlnd Foreo Resistlnp byatom
Equira!ent Nominal Desfgn Ylnd Speed,Vasd= 116.18 mph(IBC 2012,1609.3.1)
REFERTO FIGURE 26.8-1 �����roof ha'.ght,M1= 20.88 fecl
Kz,tg7oaty pressura exposure coeffidanl at hz�25.17R= O.B4 Teb!a 27.3-1 (use ti�Ath qz)
I Kz,velodry pressure ezposure coeffident at hh=20.B8ft= 0.91 TaNe 27.3d (usa xdth qh)
Kz,ve'.ociry pressure ezposura coolfidenl at hy=28ft= O.BB Tab!e 27.3-t (use�•,Sth qp)
Kzt,topoprophb(aIXorathz=26.17R= 1.00Figura28.8-7 (usexriihqz)
Kzt,topogrephk fector al hh=20.88R= 1.00 F4guro 20.8-f (use�yith qh)
Kzt,lopog�aphb faUoral np=28t1= 7.00 i-7gure 26.&1 (usev.9lh qp)
� Kd,x{nd directiona�ity fada= 0.85 TaWe 29.6-f
O,guslfaUa= 0.85 SecGai28.9.1
qz,��e:Otity pfB58Ufa el hz'25.17f1= �6.02 psf(Eq.27.3•1}
, qh,��e:ocitypressure at hh=20.BBfl= 44.55 psf(Eq.27.31}
qp,ve:ocitypressure af hp=281t= 47.00 ps((Eq.27.&1)
Walls:P=q(GCpf•GCpI)Eqn.27.4•1 qz OCp OCpf (1.0)P (0.6jP �
Wirdcrard pressura 48.02 0.88 31.3 psf 18.8 psf
qh GCp GCpI (1.0)P (0.6)P
Lea�rrardPrassura 44:55 •0.43 -18.9psf -11.4psf -�-�
SWe��ad pressure 44.55 -0.60 0.18 •34.5 ps( •20.7 psl
Intwnel Pressura 44.65 0.18 8 psf 4.8 pst
(f.0}W=(S.Oxwndward+Lee,52rdP�essure)= 31.9paf+18.94paf= 50.2ps(
(0.8yW={0.8�N'4dwdtd+Lee.vdrd Pressure)= 18.78 psf r 17.30 ps(= 30.1 psf
perapole:Pp=qp(6Cpn)Eqn.27.4•4 qp GCpn (t.OJPp (0.6�Pp
Wlnd�var6parapelpressure 47.00 1.6 70.6psf 42.3psf
Leo�iardparapalpressure 47.00 -1.0 •47psf •282ps1
Wind�'rdfd+lee:�erd Pressure 47.00 250 117.b pef 70.6 psl
Roof Nortnal to RIdgO(0z10 da8reea) qh GCp GCp1 (7.0}P (0.6)P ,
Wind�.�srd Ptassure pse I 46.55 -0.80 O.1B -34.6 paf •20.7 psl
pse A 44.55 -0.16 O.1B -14.8 ps( -8.9 pa!
Lee�rard Ptessura 44.55 •0.28 0.18 •18.4 paf -11.8 paf i
, RoofAllOtherCondltiona qh GCp GCpi (1,0)P (0.6�P I
For O lo tJ2=0(t to 10.44 ft 44.55 -0.77 0.18 •42.1 psf •26.�pef
h!2 tn h=10.44 p l0 20.88 R 44.65 -0.77 0.1 B -42.1 psf •25.3 psf
h�0 2h=20.88 it to 41.76 ft 44.55 -0.43 0.78 47 p�f -18.2 ps(
>2h=>41.75 il 44.65 A28 0.78 -S8A psf -11.6 ps1
Rool Ovarhanga Sectlon 2T.4.4 qh OCp �Cpl (].O�P 10.8)P
I Ida�wnum pros5ures 44.55 •0.77 0.68 •64.�pef -38.6 psf
WALLACE DES[GN PROGRAI�1 __ _,... _ ___ - � -� �-�
Revised:!?/O!/10'f6 � �
AuRra.�Kalla FeufW�er .
I Dale 3J24l2017 .- - -.•- Sheel - _o� - - _-
Job VlalmartS!gnageFaslaners
Sub;ecl (max)150mph-R1skCal3,ExposvreC,195�Proto _ _ _
WINDATlALYSIS:ANAIYTICAL•ALLHEIOHTSMETHOD _ ___. .. ,_.__, .__. .
ASC�7-70,ChaAtera 27 and 30
3.Calo�latlons•Component and Cladding Eiements
{Cz,ve'odrypressureexposurecoeRKlentathh=20.6Bft= 0.9!Tab;e30.3-1 (usa�tiiUiqh)
Kz,vcoatypressurewcpowracoatficientalhp=2BA= 0.96Tab!e30.3-1 (use�Hthqp)
Kzl,lopogrephlc(ada at hh=20.881t= l.00 Flgura 28b-1 (uso v.ith qh)
y�-� 3 Kzt,topoprsphfc faUa al hp=28ft= 7.00 Figura 28.&1 (use�tiiU�qp)
// // /X\z Kd,�ti{nd d'vecliona5ty tacta= 0.85 Tab!a 28.8-f
/ / / \ (i.guslfeUor= 0.85Seclion28.9.5
� / 2 / X 3
�� /� �� 1 /� � Qh�ve:airy Pressuro et hh=20.88ft= 4�.65 psf(Eq.30.3-1)
�^� / / �5 9D�`�8•�tyPrassureathp=28(l= 47.ODps1(Eq.30.3-1)
l 2
3 X\ � I Ylalls:trlb./Uea=�00 sq.tt qh OCp QCpI (i.O�P (0.6jP
� 2�X� Zone 4 interbr Zone 44.b5 •0.74 0.18 �d0.8 paf •24.5 psf
b i 4 Zone 5 End Zone 44.65 -075 0.18 -41.6 psf -24.8 psf
! 4 I 3 i Zona 4 end 5 44.65 0.85 •0.18 36.8 pa! 22.1 pef
�
�5 5� Welfe:trib.Aroa=69aq.f1, qh 6Cp OCpI (i.OJP (0.6)P
' '.� 2aie 4 IMerior Zone 44.65 -O.B6 0.18 -46.3 psf •27.8 ps(
� , � 8�' Zona 6 F.rW Zane 44.55 -1.00 0.18 52.6 psf •31.b paf
i,a/ ' 2one 4 and 6 44.65 0.77 -0.18 4T,3 pe( 2b.4 psf
REFER70 FIGURES 30.4-1 M!D 30.448 Wa11s:lrlb.Area=5 sq.ft, qh OCp OCpI (1.OJP (0.6)P � ��`�
Zone A Inlerbr zone 44.65 -0.89 0.18 -52.1 paf -31.9 psf�
Zone 5 End Zone 44.55 -728 0.18 -64.2 psf -38.6 psf �_,,
Zone 4 and 6 44.65 0.80 -0.18 48.1pa( 28.9ps1 �V��'✓
' Paropota:tdb.lvoa=100aq.fl. qp GCp GCpI (1.0)P (O.BJP �`tSY��,/
CaseA Zone4 InleriorZone 47.00 0.74 •1.10 88.5psf 51.9pef � � �,�.�,_��
Zone 6 Erd Zone 47.00 0.74 •1.1U 86.6 pe( 51.8 paf " E��U
Caso 8 Zone 4 Inte�ior Zono 47.00 0.74 -0.93 7�.9 paf 44.3 psf
Zono 6 End Zono 47.00 0.74 �0.84 79.1 psf 47.6 paf
Parapets:N'b.Nea�10 sq.(t. Paropets:Mb.Area o 60 aq.(t, qp �Cp 6Cpi (1.0)P (0.6)P
qp GCp Gcpi (1.0�' (0.8� CaseA ZoneA InteriorZona b7.00 0.78 -1.37 � BB.Tpsf 59.2paf
26.19 0.9 -1.8 70.7 psf 42.4 psf Zona 5 End Zona 47.00 0.79 -1.31 98.7 psf 69.2 psf
28.18 0.9 •1.8 70.7 ps( 42.4 psf
Case B 2one 4 Interior 2one 47.00 0.79 -0.88 T8.4 psf d7 pa!
28.f9 D.9 �O.B 49.6 psl 29.7 psf Zone 5 End Zona 47.00 0.78 -1.04 85.9 pst b1.6 psf
26.f9 0.9 -126 56.6psf 33.9psf
Roofa:tr@.Area�438 sq,ft. qh 6Cp GCpI (1.OJP (0.8)P
2one 1 Inlerbr Zone 44.65 -0.90 0.18 -48.7 psf •28.9 psl
Zone 2 End 2one 44.65 -1,10 0.18 •57 paf •34.2 psf
Zone 3 Corner Zone 44.55 -1.10 0.18 -57 paf -3{.2 psl
Zone 1,2,and 3 44.55 0.20 -0.18 18.9 pef 10.2 psf
Roofs:trlb,Area�126 sq.ft. ab GCp GCp1 (1.O�P f0.6)P •
Zone 1 Intarbr Zona 44.55 �0.90 0.18 •48.1 psf -28.8 psf
Zona 2 End Zone 44.55 -1.10 0.18 •57 psf •34.2 psf
Zone 3 Comer Zone 44.55 -1.10 0.18 •57 paf •34.2 pst
TOne 1,2,and 3 44.55 020 -0.18 78.9 psf 10.2 p�f
Roafa:Ulb.Area=10 eq.(1. qh QCp GCpI (7.0)P (O.OJP
Zona 1 Inleria 2one 44.55 -1.00 0.16 •SY.B pef � -37.$psf ��
Zona 2 Erd Zona 44.65 -1.80 0.18 •682 pst •52.9 psf
Zona 3 Corner Zone 44.55 -1.80 0.18 •88.2 paf •52.8 psf
Zona 1,2,and 3 44.65 0.30 -0.18 21.4 paf 1Y.8 pef
Overhanga:lrib.Area a i0 aq.IL qh GCpn (1.0►Pp (0.6)Pp
Zone 1 InterSor Zone 44.65 -1.70 •76.7 paf -45.4 psf
Zone 2 �nd Zone 44.55 •1.70 •76.7 psf -45.4 pat
Zon03 CometZone 44.55 •2.80 -124.8p�f -74.9ps(
Ovorhanps:kib�Araa=70 aq,it. qh 6Cpn (1.0)Pp (0.6)Pp
Zone 1 Inlerior Zone d4.55 -1.70 •75,T psf -43.4 psf
Zone 2 Erd Zone 44.65 -1.70 -75.7 ps1 •45A pef
Zate 3 Cornu Zona 44.55 •2.80 •124.8 psf -74.9 psf
a,end xona wldlh=hlin.of 10•/.L and.4H but not<4'/.L or 3'• 15.8 feel�Ffg.a0.4•1)
Noles:
1.The gust faclor d0.65 is based on a bu'�dinp v.ilh e natural Gequency of>1 Hz.Fa olher Mr�d�ngs,lhe gust faclu must be calculaled.
2.{f a parapat equal l0 3 it a hi8her Is prov'dad eround Ihe perlmeler o(a roof Hith a slope of 5 7',Ute roo(cornw zones may be VealeJ as end zonas. (Flg.30.4-2A,Foolnote 5j
� lnstall %" Anchor
Hi It i H P S-1 —► ����<<n�:;::in!�l��,tf:fcfiV:t60r,R��pn�r,:Si!n1';x ff;!lt:iRi;,,.�<<,
%" x 2%g„
%" Diam. Hole
�
���rtuu:a;e!ss�:E:u:!an«.�:¢iau;ra;;3c�ur��cy;��sn:r,o��:r,au
Plastic flluminated Channel
Letter by Signage Supplier
_ 1%" EIFS
on CMU
� by Building Contractor
------. _.._ -----...-- ----------. ,...__.
Date ����, {�� Sheet No. of
C � Job ��,o P�t C�isc yJ t!n tJ Gk t�,� �A��1�1 E�1'L G�{-�-{'�-k�-
subject �q c.��� � �i�,rJ �.�
' Refere��ce
�,.k:.��t�� = ��1�.�- pG-t� �.�=�tt�-rL � ��1� = `'����-�r�
��ccz�fT -- f�-� t,�� �C�
lx�t�.l�;e-�� = 11,� ��
Cr��-N.�4�z -__._._. ._ .__...--� 'LOti�Po�!��Sf�� Lt����;�)i�1(��' = ��.�"i T�G�� :
-��-� (��.G� }� �-r�� .
�, �- '�I,� i�� X r�,���Gv� -- I.l� � ;
� � �p-�-� — �v �
' t/���i ����q'rl�-�.� i1.
,�,1,��ry '''J f � _
�'�il� "' �°�`� �.��u��- C f '�f�,�!-fL)
� � �wllo�v � l�n���ti��.� ��� �f���1�.�
�"Y�G��.N�1 1�V��'�J � ��� 1'',f ti 1 r t/�'�11'I'l/l�� �.' "� �;l�.7 F"' �1�•
�:�-�.. �iL,�1 L•G��{'�L� �_��,��c= �(��1 C���
�.:�,G�'o{�� � �>�::�� i-���j�k��---,.
. � ; ,
� " • ' ' , ;
, , ,
• I
HPS-1 Impact Anchor 3.3.75
3.3.'� 'rJ.y Product Description 3.3.15.i Product Descrlptlon
' 3.3.15.2 Material Speclfications
The FiPS-7 Impact Anchor consists of • Can be set wlth hammer or .
a carbon or stainless steel drive-screw screw driver for quick and easy 3.3.15.3 Technlcal Data
� and a pfastic expansion body,which installatlon 3.3.15.4 Instailation Instn,ctions
, combine to form an easy-to-Instail • Availabfe wlth 304 Stalnfess 3.3.15.5 Ordering lnformation
yet removabfe fastening,for Ifght duty Steel Nail for use in corrasive
applications in conorete and masonry. �nvlranments
• Plastic body Is temperature
Product Features resistant from-40°F to 176°F.
I Recessed philips drive connection �o hor can be installed from
i • fn the screw head provldes protec- 14 F to 104 F, Both temperature
tion during hammerfng,a!lowing ranges allow use fn extreme
simple setting and removal climacitc conditions
• Suftable for through-hole
• Anchor collar and screw head form fastenings fo improve productivity �:--
a compact unit which allows coun- -�:-
tersinking in soft wood and solid • Easy removal adds to HP5-1 :'
clamping ac#ion with metal parts versatllity. =_�.
�`'�>.
• Expanding head opens in hollow '� � j
base material to provide rellable ��=
keying effect 1���;
• One type anchor reduces inven- �i`
� tory, provides versatlle use in brick, ':�s
hollow block and concrete �''=�
.•.}� I
3.3.Y5.2 Material Specificat➢ons ;��;_
::.4_-
�-��
Corros(on resistant body made of polyamide 6.6 plastic ��3t
Carbon steel drive screw materfat meets the requirements of AIS!1010 ---
Carbon steal drive screw zinc plated to minimum 5 um th(ckness In eccordance with ASTM
B633,SC 1,Type If{
Stainless stee!drive screw material meets the requlremenis of AlSI 304
3.3.15.3 Techngcal Data
HPS-1 Allowable Loads'
Anchor HPS-1 HPS-1 HPS-1 HPS-1 HPS-i
3/16 to 1 1/4 to 1-5/8 ��.16 to 1-6/8 5/16 to 3-5/8
3/1&to 1/4 to 1 1/4 to 2-1/18 5/16 to 2-1/2 b/16 to A-3/8
Base Material 1-1� 1/4 to 2-5/6
Concrete renslon Ib 30 55 70 89 90 ��, �:��� �� ,
2000 psf {N) 133) 245) (311) (356 (400) � l�J'a j"�`� �`�� '
Shearlb 95 130 135 215 110
(i3.8 MPa) G�}(,.,4`�.Q<1�i �i �jc�
M (a22 (578 6fl0) 956 (489)
Tenslon Ib 35 40 45 q5 �%/��ti `ti �-1 t�i�
Brick (N) 155) 178) (200) (200) N�A ��j�-�- �'l�ti'���
Masonry Shearlb 105 iq5 165 220 ��A �j��y � ���'i,��
N) (46 645 34) (979)
Tension Ib 50 55 60 65 � � �
Hollotv �N �p22� 245 600) (289) �A " "
Concrete Biock �~y�
(Normal Wt.) Shear lb i20 14fl 160 185 �A
( 534 (623) 12 823) � � �
� � Concrete �n. 3/A 7/8 1 1-3/18 1-3/16
W � (mm) (19) (22) {25) (30) (30)
� � Hollow Base 3n. b/8 13/18 13/16 1 �/A
� (mm) {16) (21) (21) (25)
1 Representatfve results of test(ng and a safety factor of 5.0.
HiIU,Inc.(US)1•800•879-8000�wwvr.us.hlRl.com I en espar`w11•800•879-5000 f Hlltl(Cenada)Corp.1-800-363-4458 1�www.hlttl,ca I Mchof Fastening 7echnlcel Gulde 2011 347
�
, � _ ._..
3.3.y5 HPS-7 Impacf Anchor '
3,3.75.4 Installation Instructgons
lnstailation instructfons For Use(IFU)are)ncluded with each prod'uct package. They cari also be viewed or dowNoaded on-Iine ,
at www.us,hilti.com(US)and www,hflti.ca(Canada)-- "ServEce/Technical Info»Techn(cai Downloads»Mchoring Systems". ,
Because of the possibility of changes,always verify that downloaded IFU are current when used. Aroper installation ls critical to
achieve full performance. Traintng fs available on request. Contact Hflti Technical Services for applications and conditfons not
addressed in the IFU.
3.3.i5.5 Ordering Information
Carbon Steel
Fastenable Material
Fastenable Material Thickneas in Hollow Bit
Thickness In Concrete Base Materiais plameter Box
Description max In. (mm) max In. (mm) In. Qty
HPS-1 3/16 x 1 3/16 (� 3/8 (9} 3/1S 200
HPS-1 3/i6 x 1-1/2 b/8 (i5) 3/4 (19) 3/16 _ 200
HPS-1 1/4 x 1 1/8 (3) 3/16_ (5) -1/4 �200
HPS•1 1/4 x 1-5/8 _ _ 5/6 (15) 314 (18) 1/4 100
HPS-1 1/4 x 2-i/18 1 (25) 1-3/18 (30) 1/4_ _. 100
HPS-1 1/4 x 2-5/8 1-6/8 (4l) 1-3/4 �aa� 1/4 100
HPS-1 5/16 x 1-5/e '""' 3/8�--� (9) - 5/8 (15) 5/16 � 100
HPS-15/16x2-1/2 1-3116 (30) 1-3/8 .__(35j 5/16 50
HPS-1 5/16 x 3-5/8 2-3/8 _ (60)- _- - N/A -= _;6/16 _50
HPS-1 5/i6 x 4-3/8 3-1/8 (85} N/q B%16 50
Stainless Steef
Fastenable Materlal
Fastenable Material Thickness fn Holfow Bit
Thlckness in Concrete Base Materfafs p�ameter Box
Descriptlon max In. (mm} max ln. (mm) In. Ltty
' HPS-1 R 3/18 x 1 3/16 _ (5} 3/8 " (9) :_' 3/16 200
HPS-1 R 3/16 x 1-1/2 5/8 (15) 3/4 (79) 3/16 200
HPS-1 R 1/4 x 1 1/S (3) 3/16 _ (v� 1/4 - 200
HPS-1 R 1/4 z 1-5l8 5/8 (15) 3/4 (19) 1/4 100
HPS-1 R 1/4 x 2-1/16 i (25j 1-3/16.. _(30) 1/.4� 100 . �
HPS-1 R 1/4 x 2-5/8 1-5/8 (41) 1-3/4 (44) 1/4 100
, HPS-1 R 5/18 x 3-5/8 - 2-3/8 (60) •.N/A 5/t6 50
' HPS-1 R 5/16 x 4-3/8 3-1/8 (85) WA 5/16 50
' 1 Hilti carblde tfpped drill bits
I
i
- - - -- -- ----- --- : �- --- _._.___ �
3d8 HiIQ lno,(US)1-800-879-8000�vnnv.us.hlltl.com I en espaAol 1-800-879-b0oo I Hiltt(Canede)Corp,i-800•363-4458 I www.hiftt.ce (Anchor Fastening TechnTcal Guide 20i1 �
�
� � - �r
Ap p le Sig n & Awning , LJ�
1635 N. DALE MABRY HWY. #7 LUTZ, FL 33548 APPLE.SIGNSI@VERIZON.NET
PHONE: 813-948-2220 FAX: 813-948-2403
State of Florida Certified Unlimited Electrical Contractor - License # EC13005103
�i Authorized Aqent / Power of AttorneY
I
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
Attn: Permitting / Contractor Licensing /Tax Collector
To whom it may concern,
Please allow ONLY the following individuals to act on my behalf to sign for, pick up, drop off etc in the
City of Zephyrhills:
- Madeline Rogers
- Rob Worrels
- Debra Kempker
- ]essica Tepper
*** Please remove any names that are not on this list ***
I
Thank you,
George L. Cancio C13005103 Expires 08/31/2018
STATE OF FLORIDA
COUNTY OF PASCO
Sworn to (or affirmed) and subscribed before me this �� day of_ �'����, 2017
by Geor e L. Cancio. (Who is personally known to me).
NOTARY: �"��J ��_ , �`"�
�G%/,�
STAMP: �o�w`::"�i� DEBBIEKEMPKER
' * MY COMMISSION#FF 915440
* EXPIRES:November 7,2019
'"''a���°F BondIdThNBudpHNotaryServices
� + O� 1Qfl
,�. ..,."LS���s�',�(J�.
. '�F"'.:���:
�
'h � f' '
'tl
^:,-V� __
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �
Date Received: —�7r-
site: /��'� �i�I�f f �Gl
Permit Type: U(�'��I�` �
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be ept with the permit and/or plans.
�'f"l� � �
Kalvi wi er– � s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
i
�
�
I
Zephy�hilBs, F� �%06
Wal-Mart Stores East LP ' '' "�''I_ � �htr� ' �ar�T. - _ _ . .'. �<
Ovvner: �,�, : ��, �-- :�==" �=r,'. ,"_, $,`�
� i.� � , '>��, : '��i -; _, � ��.:�,� *�- - :;�k"��
- � �;•�',�:..a�,;'�'�,;_ : ;�:,, , ..;:- . „ , ,;=. --r^.- _{�
r�' - "'S z.-�r,..r--,-
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Exterior elevations provided are design a�-�o�n- �a���n=
representation Only—Not For Construction—The
building images shown are a representation of the ,%WHITE PLASTIC LETTERS
current design intent only The building images � j� — — — — — — — — — — — — �
may not reflect variations in color,tone, hue,tint, I , �
shading,ambient light intensity, materials,texture, :�_ ` � �
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by building code or inspectors, material availability � I �, �
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SW i16904'GUSTO GOLD'
New'l'-6"kii�h illwninated
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EXISTING SIGNAGE SCHEDULE
SIGNAGE LOCATION QTY LIGHTED COLOR SIZE INDIVIDUAL TOTAL AREA
AREA
FRONT SIGNAGE
Walmart 1 LED WHITE 5'-6"
5park 1 LED YELLOW 8'-0" 298.00 SF 298.00 SF
Market 1 N/A WHITE 2'-0" 17.97 SF 17.97 SF
Home & Pharmacy 1 N/A WHITE 2'-0" 61.85 SF 61.85 SF
Outdoor Living � N/A WHITE 2'-0" 49.47 SF 49.47 SF
Auto Center --> 1 N/A WHITE 1'-6" 19.47 SF 19.47 SF
Beer Wine Spirits 1 N/A WHITE 3'-4 1/8" 33,98 SF 33.98 SF
7�OTAL FRONT SIGNAGE 480.74 SF
AUTO CENTER SIGNAGE
Auto Center 1 N/A WHIiE 1'-6" 17.75 SF 17.75 SF
Tire 2 N/A WHIlE 1'-0" 2.38 SF 4.76 SF
Lube 1 N/A WHITE 1'—p" 3.13 SF 3.13 SF
TOTAL AUTO CENIER SMNAGE 25.64
� TOTAL E%IS11NG BUILDING SIGNAGE 506.38 SF
NEW SIGNAGE SCHEDULE
NEW BUILDING SIGNAGE
Walmart Pickup 1 LED WHITE 2'-6" 66.76 SF 66.76 SF
tidd�d 5i�ilage---------� S ork
P 1 LED YELLOW 4'-41/4"
TOTAL NEW BUMDING SIGNAGE 66.76 SF
7iDTAL BUILDING SIGNAGE 573.14 SF
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