HomeMy WebLinkAbout04-3169
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!
I Permit Number:
Permit Type:
, Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
.--. -Work Desc:
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
3169
3169
SIGN
FREE STANDING SIGN
COMMERCIAL
Address: 37136 EILAND BLVD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-12200-0020
1,976.00
6/18/2004
70.00
70.00
6/18/2004
MONUMENfSiGN
Name: DRP CO OF ALABAMA INC
Address: 37136 EILAND BLVD
ZEPHYRHILLS, FL. 33542
Phone: (813)870-0Jll9 _____
, ,
DIXIE SIGNS,INC,
I
. I
.. REINSPErnONFEES:.When extra inspectIOn trips arenecessarv due-to any one-of the.(()lIowi.ng-reaS()nS~-
charge of Thirty-Five Dollars ($3S.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection 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
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
-."Warningtoo.w-ner:-Yourfailure 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
_be!C)..e recol'fJin~~'-'t~ur I'!oti~.of c().!!I.men~t!ment." _ _ __
Complete Plans, Specifications and Fee Must Accompany Application: . -- ------
~l,\for~_s~all~~erforl1'l.~ in a~corda~~e with City <;odes ~!!d O,"-dinan~e~m____
NO OCCUPANCY BEFORE C.O.
-----------'_.._--------._-------.. - .._-.._------~.__.._,----_._--_._-
/~~ ~
-~6~ro:~, U';--PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
APPLICATION FOR PERMIT i 1/
CITY OF ZEPHYRHILLS hl--d U / " 11 ,tl (
BUILDING DEPARTMENT /~ ~
OWNER'S NAHK_ () €-- Pet) rt--P"'-tv-I '" f- A I ",-b"4..~ , d=r\l .BHONE ff l "3 -:1? 0 - 070 1
OWNER'S ADDRESS 9' 3~ 1)). [C"-/tI'-:)CA S~, rc..-~e'/ ;::1-. '3 3~
JOB ADDRESS 3-7 /"3 & r,' / "l~A / vet.
<t. H "'-c. J..-J.-
LEGAL DESCRIPTTON: LOT(S) . BLOCK.-.._SUBDIVISION
PARCEL 1.0.# 0 3 - ;)"l - a.. J - 00/ 0 - J ~a. 0 ~ -00 ~ 0
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:.E._New Construction __Addition _Alteration __Repair _Install
.L..Sign __Hove _Demolish
PROPOSED USE: .__S Ingle Family _H/F _It of Units _H/H
.L_ComIlercial - Indus t. _Swim. Pool __Other
DESCRIPTION OF WORK: -
~"'..JI'- '. "
RUI.IUG SIZE: _'!.....-X jf/?~. tf~, J i
........t-,~ ")1 tv_
./) . J'J'--d...}.!ji)
?s-. 0~, hL~C.
) f tW~
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET EN~Y FO~~.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ~JLI
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUC~) ~ ~i ~'''[p ~.
PERMITS REOUESTED ~~ C~~
$ J J, 9 7 (, .'~ Valuation of Total Constru ion
/
I'-
_____Restaurant & Health Department Approval
Square Feet.
Height
RESIDENTIAL:
COMMERCIAL:
LBUlLDING
_ELECTRICAL
AMP Serv ice
Florida Power Corp.
_W.R.E.C.
_KECHAlHCAL
$
Valuation of Mechanical Installation
TYPE OF CONSTRUCTION:
9\
.I~; j, '
1.0'\1 .)
Othe~lo= >, J~
FINISHED FLOOR EU:VATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? _ .Y
.......................................~s
COMPANY 0 :'~,' e .s,'" ~ a-(\.c.
State Cert. or Regist. # CS ~ ~QC1~ 7 )
ity License Registration # :'J~{ 0
************ *******************~.0/.cl.j(16i'5rl:r2 'r)((.101( 70
COMPANY 7;:ie/11/TT/tlr.
State Cert. or Regist. #
City License Registration #
**.***..***..***.****..*.*..**************
GAS
ROOFING
SPECIALTY
_PLUMBING
__Block
_Fraae _Steel
Signature
BUILDER
ELECTRICIAN
SiRnature
PLUMBER COMPANY
State Cert. or Regist. #
Signature City License Registration #
****..*..*.*****************.*************
MECHANICAL COMPANY
State Cert. or Regist. #
Signature City License Registration #
********.***.*****************************
2IIIER COMPANY
State Cert. or Regist. It
Signature City License Registration #
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions II which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICE:NSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay 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 lay be
cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
786-6611.
Furtherlore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of IIFlorida's Construction Lien Law - HOleowner's Protection
Guidell prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the
lIownerll, I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the
lIownerll prior to cOJUencelent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perfofled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governJental agencies lay apply to the intended work, and that it is
.y responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
* Departlent of Envirofilental Regulation - Cypress Bayheads, Wetland Areas and Envirofilentally Sensitive Lands,
Water/Wastewater TreatJent
* Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* DepartJent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater TreatJent, Septic Tanks
* US EnviroDlental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a ucolpensating volUlell will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit 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 perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every peflit issued shall becOle invalid
unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day extension of tiae, laY be
allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A KOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IHPROVKMENTS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LBNDER OR AM ATTORNEY BEFORB RECORDING YOUR CE OF
COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NEED TO RECORD AND POST A uKOTICE OF COMMENCEMENT".
STATE OF F~A
COUNTY OF 0 I K
The foregoing instrument was acknowledged
b~ore me t~iS l/if-,~.~90" by
who 1 ersonally known 0 me or who has
produce
as identification and who did/did not
ta~ /~
(Signature)
STATE OF FLORI~
COUNTY OF ~ , K
The foregoing instrument was acknowledged
before me this ~,qQo<l_ by
,g~ fL-~lJrkr
who i rsonall~_~~o me or who has
produced
as identification an~id not
take an~~J~
(Signature) 4
(Name Typed, Printed or Stamped)
NOTARY :~<;-ina L Duffy
;.~; My Commission 00104509
..., ",..." Exptres June 27 2006
(Name Typed, Printed or Stamped)
NOTARY PUBLI~..t'\. Tina L Du~
! ~ . My Commi$&lon 00104509
'\'1;.'1 Expirea June 27 2000
.,. n .
2)04 i2:3SDM
D! ! e S:g:s 863-S44-3524
I, c . ' 27 '
.
"
,
To Whom It May Concern:
Sincerely,
I~:l Llt----
~.
. .~tIf-~.
.l'rinl or Type Name
STATa Of FlOIUIJA, COUNTY OF r::r ,"\iI 'A..lt.. .
~- ~
"he foregoing illslrumenl was Il~nowledged before metltls -Zrd.. d~y of J U vi:.-
WlJO ls ~fSoclI,lty known to me (Jf" W'10 hl'll'l produced
And "ho .. eMt t.
.' ~ !~1_, hy ~tcV1A~ _
AS Idellliikif/OI1 iku~~fAJn~J-.
----
,..-1...~:." ... DENNIS M. SKOP
/~,:~~ MY ~OMMISSION' DO 29475.'3
, . e-XPlfIES' May 15, 2008
R0'\1~~ "n!fl! Nctilrv ~ Ul"td9rwrit8lS
(rrlnled, IWed or stamped - c:ottunluJoned nome of nolllfY)
04/21/2004 15:03 FAX
~2;23/2004 11:43 33677711a5
STORE INSTALLATIONS
[4)011
PAGE 83/85
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...
EXHffiIT "A"
Legal D!aScriDuon
A portion of Tracts 119~ 121 and i22 of Zephyr-hills Colony Company Lands Subdivision
of Section 3, Township 26 South, Range 21 East as shown on the plat thereof in Plat
Book I, page 55~ public records of Pasco County, Florida. Being further described as
follows:
For a Point of Reference commence at the SE comer of the SW l/.c of the SW ~ of
Section 3, Township 26 south, Range 21 .East, Pasco County, Florida; Thence N 01
degrees, 10 minutes, 47 seconds W along the East houndary thereof, a distance of25.01
feet to the North rightooOfway line of Geiger Road; Thence N 89 degrees 34 minutes 57
seconds W., along said right-of way lme a distance of36S.03 feet; Thence continue along
said right-of way 188.09 feet to a point; Thence N. 00 degrees 2S minutes 03 seconds E.
,a distaJ1ce of 50.0 feet; Thence N. 38 degrees 11 minutes 32 seconds W., a distance of
224.65 feet to the Southerly rlghtNof..way line of Eland Boulevard(alk/a Zepbyrhills By-
Pass West); Thence along said right-of-way and along the are oia curve to the left, a
dist3n.::e of 176 feet (said curve haVing a radius of 1530.00 feet delta at 10 degrees 53
minutes 51 seconds chord bearing and distance ofN.46 degrees 21 minutes 32 seconds E)
to the POlNT of BEGINNING; Thence continuing along said southerly right-of~wa.y line
of Eiland Boulevard (alk/a Zephyrhills By-Pass West) a distance of 115 feet to a point;
Thenoe departing said right..of-way line, S. 20 degrees 05 minutes 23 seconds E. a
distance of237.46 feet; ThenceS. 20 degrees OS minutes 19 seconds w. a distance of
124.63 feet; Thence N 20 degrees 05 minutes 19 seconds E. a distance of approximately
263 feet to the Southerly right-of-way line of Eiland Boulevard (alk/a Zephyrlrills By-
Pass West) and being the POINT ofBEGINNINO.
Said property includes perpemal easements for ingress/egress to Eiland Boulevard ( aIkIa
Zephyerbills BywPass West) across remaining portion of property identified as parcel
numb~r 03 26 2100 I 0 12200 0020 in the Pasco County Tax Records and as sho'WIl on
Exhibit HA_l" attached hereto and made a part hereof.
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WIND DESIGN CRITERIA /
WIND VELOCITY 110 MPH
IMPORTANCE FACTOR 1
EXPOSURE CATEGORY 8
INTERNAL PRESSURE COEF. :to
COMPONENT/CLADDING PRESS. 23 PSF
FORCE COEFFICIENT 1
WIND LOAD AREA 90 SF
SIGN WEIGHT N/A
'.I PLEASE NOTE THERE ARE 2 FOOTING OPTIONS
Sherwin Williams Sign
37136 Eiland Blvd. in Zephyrhills
June 16, 2004
10){"
--I
SEE
OPY\ONS
10'-1%"
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t
I~i.. I I .,
'f( .'1 .(~. .
I I I' . I
I' 'I I ',I CONCRETE
Il } I . _ I FOUNDATION
I ~.u ' I
L _ _ _" J
MINIMUM
. LSH::J
CPn otJs
FOOTING OPTIONS
(A) 24" + and 4' deep
(8) 36" + and 3' deep
(~
NOTES FOR CABINET SIGNS
Cabinet frames are constructed
of the following alt's:
(I) 1-II2" x 1-1/2" steel angle
wi solid welds at all joints
(2) 9" box beam alum. extrusion
welded at all joints
(3) support pipes through cabinet
are to be welded
(4) support pipes connected to
outside cabinet are to be bolted
TS 5x5x.250
A-50G GR B
@15.62 #/FT.
5' --9t LG.
. POLE COVER
GRADE
ALL CONSTRUCTION PLANS SHALL
CONFORM TO THE LATEST EDITION
OF THE FLA. BLDG. AND NEC CODE.
I HEREBY CERTIFY THAT THIS SIGN
MEETS THE 110 MPH WIND LOAD REO.
OF THE 2001 FLORIDA BUILDING CODE.
u-At1 ~
ART STITZEL, P.E. #50658 088683
STITZEL ENGINEERING & CONST., INC.
317 W. HIGHLAND DR. #101
LAKELAND, FL 33813
PHONE (863)607-4455
JUN 1 6 2004
POLE SIGN CALCULATION
JOB NAME: SHERWIN WILLIAMS
ADDRESS: 37136 Eiland Blvd. in Zephyrhllls
fOST
INPUT DATA
HEIGHT TO SIGN CENTER:
SIGN AREA:
FOUNDATION DIA.
FOUNDATION LENGTH
FOUNDATION DEPTH:
SOIL BEARING:
5.5 FEET
90 S.F.
2 FEET
2 FEET
4 FEET
1500 P.S.F.
~EPTH l
/fENGTH
~
FLORIDA BUILDING CODE 2001
DESIGN WIND SPEED PER FIG. 1606
IMPORTANCE FACTOR TABLE 1606
HEIGHT & EXPOSURE COEF TABLE 1606.2D
EXPOSURE CATEGORY
INPUT
110
1
1
*total face length
for multiple footings
23 PSF
TABLE 1606.2B
1.'1" ~ FOOT''''&-
oPno~
B
WIND PRESSURE
CALCULATED WIND LOAD
23 P.S.F. (CALC)
CALCUAL TIONS:
OVERTURNING MOMENT:
17,015.40 FT.-LBS. ../
18,720.00 FT.-LBS.
RESISTING MOMENT:
5" x 5" Tube (1/4" min. thickness)
Tube Section
b=
d=
1=
5 inside b=
5 inside d=
17.911458 in ^4
4.5
4.5
WIND FORCE:
MOMENT AT BASE:
2070 LBS.
11,385.00 FT.-LBS.
NUMBER OF SUPPORTS:
section modulus
1
7.16 ci
COMPUTED BENDING STRESS:
19,068.80 P.S.I.
J
ALLOWABLE BENDING STRESS:
30,300 P.S.I.
!POLE
MIN. POLE
IMBEDMENT
= 8" FROM BOTTOM
UNLESS OTHERWISE
NOTED, ADD 2-#5
REBARS
4" LONG THRU POLE IN
ONC.
fOOTING
POLE IN SLAB AL T.
NO. OF ALLOW AlLOW 18" 1MB END MIN
A307 GRD 'A' BOLTS BOLTS ALLOW.
ALLOWABLE BOLT LOAD IN TENSION SHEAR TENSION SHEAR CONC. PULL OUT
ANCHOR BOLTS AL T. PLANE LBS LBS LBS LBS LBS
0.5 IN 0.00 0.00 3,162.50 6.499.80 32,482.48
0.75 IN 0.00 0.00 3,162.50 6,499.80 32,482.48
1 IN 0.00 0.00 3,~~.,,~1! _ 6,499.80 32,482.48
1.25 IN 0.00 0.00 3,162.50 6.499.80 32.482.48
1.5 IN 0.00 0.00 3,162.50 6499.80 32,482.48
1.75 IN 0.00 0.00 3,162.50 ",499.80 32,482.48
ArtS~
Stitzel Engineering & Construction, Inc.
317 W. Highland Dr. #101
Lakeland, FL 33813
Phone (863)607-4455
JUN 1 6 2004
POLE SIGN CALCULATION
JOB NAME: SHERWIN WilLIAMS
ADDRESS: 37136 Eiland Blvd. In Zephyrhllls
JPOST
INPUT DATA
HEIGHT TO SIGN CENTER:
SIGN AREA:
FOUNDATION DIA.
FOUNDATION LENGTH
FOUNDATION DEPTH:
SOIL BEARING:
5.5 FEET
90 S.F.
3 FEET
3 FEET
3 FEET
1500 P.S.F.
PEPTH l
/p:NGTH
~
FLORIDA BUILDING CODE 2001
DESIGN WIND SPEED PER FIG. 1606
IMPORTANCE FACTOR TABLE 1606
HEIGHT & EXPOSURE COEF TABLE 1606.2D
EXPOSURE CATEGORY
INPUT
110
1
1
*total face length
for multiple footings
WIND PRESSURE
23 PSF
TABLE 1606.2B
5<<.- ~ FOOTI~6
0,-...0'-
B
CALCULATED WIND LOAD
23 P.S.F. (CALC)
CALCUAL TIONS:
OVERTURNING MOMENT:
15,607.80 FT.-LBS. J
19,845.00 FT.-LBS.
RESISTING MOMENT:
WIND FORCE:
MOMENT AT BASE:
5" x 5" Tube (1/4" min. thickness)
Tube Section
b=
d=
1=
5 inside b=
5 inside d=
17.911458 in ^4
4.5
4.5
2070 LBS.
11,385.00 FT.-LBS.
NUMBER OF SUPPORTS:
section mOdulus
1
7.16 ci
COMPUTED BENDING STRESS:
19,068.80 P.S.I. J
ALLOWABLE BENDING STRESS:
30,300 P.S.I.
IPOLE
MIN. POLE
IMBEDMENT
= 8" FROM BOTTOM
~
UNLESS OTHERWISE
NOTED, ADD 2-#5
EBARS
4" LONG THRU POLE IN
ONC.
IFOOTING
POLE /N SLAB ALT.
NO. OF ALLOW ALLOW - 18" IMBEND MIN
A307 GRD 'A' BOLTS BOLTS ALLOW.
ALLOWABLE BOLT LOAD IN TENSION SHEAR TENSION SHEAR CONC. PULL OUT
ANCHOR BOLTS ALT. PLANE LBS LBS LBS LBS LBS
0.5 IN 0.00 0.00 3,162.50 6,499.80 32,482.48
0.75 IN 0.00 0.00 3,162.50 6,499.80 32,482.48
1 IN 0.00 0.00 3, !~~.50 6,499.80 32,482.48
1.25 IN 0.00 0.00 ~2.50 6.499.80 32,482.48
1.5 IN 0.00 0.00 3,162.50 6499.80 32,482.48
1.75 IN 0.00 0.00 3,162:50 6,499.80 32.482.48
tf-;kt/
Art Stitzel, P.E. #50658 088683
Stitzel Engineering & Construction, Inc.
317 W. Highland Dr. #101
Lake/and, FL 33813
Phone (863)607-4455
JUN 1 6 2004