HomeMy WebLinkAbout08-7713
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7713
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:
7713
SIGN
FREE STANDING SIGN
COMMERCIAL
Address: 6005 GALL L VD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-11200-0041
25,300.00
4/25/2008 Name: MPG GEIGER L TD
267.50 Address: 6005 GALL BLVD
267.50 ZEPHYRHILLS, FL. 33542
4/25/2008 Phone: 727 348-9785
INSTALLATION FABRICATING D/F 11' MONUMENT SIGN
ELECTRICAL ROUGH
FINAL
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to anyone 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.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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
befo recording your notice of commencement."
~~J~
CONTRACTOR SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
Fax-813-780-Q021
0aIIe Received
WORK PROPOSED
. -.z-l)
Owner's Name Ih f 6- ~ /' LTo
Owner'sAddl1lss ~6 t If) 7~ ke. ~~3f /r("t;JVYL" J.skl.~ ~erPhoneNumber I~DD......$f~ -.if?I! I
F.. Simple TllIeholder Name I ,iI. I It-
..........,........--. [ ~....I I 4/'-'_ I)
JOB ADDRESS ~DOq l.I l-IuJ~.3 0; /2 '.f J.,'.1r~' /h, FL I LOT. I
I I PARCELID#I b3-2ird -oOlD-II(;JC:(J-CO,/-/
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Owner Phone Number I
SUBDIVISION
PROPOSED USE
TYPE OF CONSTRUCTION
J
1
SIC
DESCRIPTION OF WORK
~
~
1
1$ 5FJJ/J6
1$ ..i/dJJ,(';;y1<,MP SERVICE
D PLUMBING 1$ 1
D MECHANiCAl 1$ 1
D GAS D ROOFING CJ
FINISHED FLOOR ELEVATIONS I I
BUILDING
st~'i'""
VALUATION OF TOTAL CONSTRUCTION
BUILDING SIZE
ELECTRICAL
CJ
PROGRESS ENERGY
D
WREC.
VALUATION OF MECHANiCAl INSTALLATION
SPECIALTY D
FLOOD ZONE AREA
OTHER
DYES
DNO
I CO"'ANY
REGISTERED Lri.!:U FEE CURRENT L.:L!lU
~.o~: License #
I ~
YI N FEE CURRENT
License #
I CO"'ANY
REGISTERED Y/N FEE CURRENT ~
License #
BUILDER
SIGNATURE
Addl1lss i
ELECTRICIAN
SIGNATURE
Addl1lss .
PLU_ER I
SIGNATURE
Address I
Addl1lss
I
REGISTERED Lri.!:U Lice:: :URR1ENT
I ~ J/e~~E~ ~
License # I iES DC'(Yl(\ 7 :5
L.:L!lU
MECHANICAL
SIGNATURE
OTHER
SIGNATURE
Addl1lss
RESIDENTIAL
Attach (2) lot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimu en (10) working days after submittal date. Required onsrte, Construction Plans, Stormwater Plans wi Silt Fence installed,
Sanita Facilities & 1 dumpster, Site Work Permrt for subdivisions/large projects
Attach 3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Fonns. R-D-W Permrt for new construction.
Minim ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wi Silt Fence installed,
Sanitary Facilities & 1 dumpster. Srte Work Permit for all new projects. All commercial reqUIrements must meet compliance
Attach (2) sets of Engineered Plans.
-.PROPERTY SURVEY required for all NEW construction.
COMMERCIAL
SIGN PERMT
IlII
DIrections:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is I1lquired. lAIC upgrades over $5000)
Agent (for the contractor) or PClINer of Attorney (for the owner) lMluld be someone IMth notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs SeINers Service Upgrades AlC Fences (PlotlSurveylFootage)
Driveways-Not over Counter if on public roadways..needs ROW
fImmmt:
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 Divisio~Ucensing 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 IMPACTIUTlLITIES 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 WaterlSewer 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 "Rorida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Rorida 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, WaterlWastewater Treatment.
Southwest Rorida 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 Rood 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 Rorida,
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 OVVNER, 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,
me ~~typed~tJ1i8 0 on a
r~" Tin~ l Duffy
~:J- i My CommiSSion 00535305
'?op.r "'w'e,06127/2010
Name of Nota Y ty~~ or sJIMl~ Public State of Florida
,f~" Ti~a I Duffy
~ ~ j My C~mmlSSlon 00535305
, 0"...0 b,Jlfes 06/27/2010
~~~-""'"
.,
DIXIE SIGNS
I.......~c:>_ ~c:>~.A-.EC>
2930 DRANE FIELD ROAD. LAKELAND, FL 33811. (863) 644-3521. FAX (863) 644-3524
April 24, 2008
City of Zephyrhills
Attn: Building Department
5335 8Th St.
Zephyrhills, FL 33542
RE: Red Rabbit Monument Sign @ 6009 US Hwy 30 I
Dear Permitting:
Please accept this letter as confirmation that we, Dixie Signs Inc, will only be connecting the monument
sign to an existing electric source. Primary electric will be supplied by others.
Thank you for your assistance with permitting the above sign.
Sincerely,
Rog A. Snyder, ntractor
Dix' Signs, Inc.
3.
1
72((,0 #d
NOTICE OF COMMENCEMENT
1111I1111111 1111I1111111111111111111111111111111111111I11111
2008061553
Permit#
Tax Foloio # D3-k-';;>/- OOlO-II,)OO-rocf/
State of Florida
County of Pasco
Rcpt: 1176441
DS: 0.00
04/25/08
Rec: 10.00
IT: 0.00
--- Dpty Clerk
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real estate property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice ofComrtlencement.
1. Description of property: COM AT SW COR OF SEl/4 OF SEl/4 OF SEC 3 TH S89DEG 08'22"E ALONG SOUTH LINE OF
SEC 3 ALSO BEING C/L OF GEIGER RD
2. General description of improvement: Gasoline Station with Stores
3. Owner information:
a. Name & Address: MGP Geiger, 138 10th Avenue Unit 331, Treasure Island, FL 33706
b. Interest in Property: Partner
c. Name & Address of Fee Simple Titleholder (other than Owner):
4. Contractor's name & address: Dixie Signs, Inc, 2930 Drane Field Rd, Lakeland, FL 33811
a. Phone Number: 863-644-3521 c. Fax Number: 863-644-3524
5. Surety Information: N/A
a. Name & Address:
b. Phone Number:
d. Amount of Bond:
6. Lender's Name & Address: N/A
a. Phone Number: b. Fax Number:
7. Person within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
713.13 (I)(a) 7, Florida Statutes:
. a. Name & Address: Red Rabbit, LLC, 138 10th Avenue Unit 331, Treasure Island, FL 33706
b. Phone Number: 800-385-4748 c. Fax Number: 888-810-9324
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided by Section
713.13(I)(b), Florida Statues [Provide Namel Mailing Address]: N/A
c. Fax Number:
JED PITTMANA PASCO COUNTY CLERK
04/25/08 0::l1: 01am 1 of 1
OR BK 7820 PG 648
9. Expiration date of Notice of Commencement (the expiration date is one (l) year from the date recording unless a different date is
specified): Julv 3 L 2008.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION713.13,
FLORIDA STATUTES, A~D CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated in it are true to the best ofm ge and belief. .
Owner's Printed Name: t:.i:> C.J)....J
d rHlZo"J
Signature of Owner:
Sworn to and subscribed before me
This A day of
Notary:
nown ersonall@ Shown:
My Commission expires: "? /.;)....3 /02.0 J 0
-f I
5a b re --rt.y~ ~
(Printed, Typed or stamped- commission name of notary)
.,......!!t. SABRE THE
J:m'!"io!!Y" 'tt.. NoIIry PubIc . SIIII 01 FIarIdt
t. 1.)My CommIIIlon Expilw -23. 2010
,,~~ .:!4~ CommIssion. DO 531983
'I, Ofr 1=\.$"""'''
"..,..... Bonded S, NItIonII ... AIIn.
~I
1 )./~O #d
To Whom It May Concern:
This is to give Dixie Signs, Inc. permission to obtain Permits and erect sign(s) located at
6009 US Hwy 301. Zephyrhills. FL 33542.
Property ID# :03-26-21-0010-11200-0041
Owned by : MPG Geiger Limited
Owner address: 138 lOih Avenue Unit331 Treasure Island. FL 33706
Phone number of property owner: 800-385-4748
Sincerely,
41/h-J Ar:,~
Title
iJt~
03/07/2008
Date
Name
Edwin Cothron
Print or Type Name
STATE OF FLORIDA, COUNTY OF
~
The fOregO~instrumen('1~owledged before me this z: -# day of )J1~
~y ~ ~ .who is personally nown to me or who has produced
as identification and who did take an oath.
~
otary Public
My commission expires: ~/';<'3 /,;;2.-0/0
c~hre -derf:se-
(Printed, typed, or stamped- commissioned name of notary)
..-.........
..,',~;~;;..". SABRE THERESE
!m~ NoIIry PubIc . -. of FIarlda
~:, .}My Comn..... &pne MIr 23.2010
~~ .J'A':o "--,-,__
"':/. 0. f\.~" """R'1IlIlIIlIn . DO 531883
.,,,...... Bonded By NllioneI -.
._, Alan.
Parcel Information for: 03-26-21-0010-11200-0041 Card: 001
Page 1 of 1
Search Again Show Map Building Schematic Unavailable Estimate Taxes Frequently Asked
Questions
Other Agency Data: Tax Collector School Board Supervisor of Elections
Super Homestead ~stimator
ParcellD
Classification
03-26-21-0010-11200-0041 (Card: 001 of 001)
10 - Vacant Commercial
Mailing Address
MPG GEIGER L TD
1803 BRIAR CREEK BLVD
SAFETY HARBOR, FL 346954696
PIJY_$jGaJAd~re~$mSge_A!16agdI~~$~$
6005 GALL BLVD
ZEPHYRHILLS33542
Assessment (totals)
Ag Land
Land
Building
Extra Features
$0
$685,064
$
$
Taxable Value
$685,064
$0
$685,064
Legal Description (First 4 Lines)
COM AT SW COR OF SE1/4 OF
SE1/4 OF SEC 3 TH S89DEG 08'
22"E ALONG SOUTH LINE OF SEC 3
ALSO BEING C/L OF GEIGER RD
Land Detail (Card: 001 of 001)
riptio Units Type
COMMERCIAL 1,000.00 SF
COMMERCIAL 9,000.00
COMMERCIAL 18,141.00
Total Assessment
Save Our Homes
omm
Previous Owner
Year Month
2006 11
2001 02
1999 03
Additional land Information
~~~: ~I Res Code I H
Building Information
Unimproved Parcel 0
Extra Features
No Extra Features
Sales Histo
PINECREST MOBILE HOME PARK
Book I Page Amount
7294 I 0902 $0
4567 I 1952 $0
4125/0781 $0
Acres
Search Again Show Map Building Schematic Unavailable Estimate Taxes Frequentlv Asked
Questions
Other Agency Data: Tax Collector School Board SUDervisor of Elections
Super Homestead Estimator
http://appraiser.pascogov.comlsearchloffline.asp?Sec=03&Twn=26&Rng=21 &Sbb=OO 1 0... 9/11/2007
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Site:
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Approved withe below comments~ Denied withe below comments: 0
~ontra~meowner:'
-
Date Received:
Permit Type:
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Red Rabbit Fuels
6009 US Hwy 301 in Zephyrhills
December 10, 2007
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16' Cabinets
8"
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WIND DESIGN CRITERIA
Wind Velocity 120 MPH
Importance Factor 1
Exposure Category B
Internal Pressure Coefficient +0
Component/Cladding Pressure 26.9 PSF
Force Coefficient 1
Wind Load Area 193 SF
Sign Weight N/A
(IF APPUCABLE)
CABINET SIGN NOTES
CABINET FRAMES ARE TO
BE CONSTRUCTED OF THE
FOLLOWING ALTERNATIVES:
· 1-1/2" x 1-1/2" STEEL ANGlE wi
SOUD WELDS AT ALL JOINTS
· g" BOX BEAM ALUMINUM EXlRUSION
WELDED AT ALL JOINTS
. SUPPORT PIPES THROUGH CABINET
ARE TO BE WELDED
· SUPPORT PIPES CONNECTED TO OUTSIDE
CABINEr ARE TO BE BOLTED
8'x8"x1/4:
square tube
supports
A3(,
S ch. 4-0
EXTRA BOLTS
AS SPECIFlED---"""
IM8~D MIN. 2"~
FROM TOP OF ; "
FINSHED CONG :
,
"'.NCHOR BOLTS--L./
(DIAMETER AS :
SHOWN ON PLAN) : 5"
WELD ALL JOINTS
8' Cabinets
8' Cabinets
1_.._~.'::!LG..@P..ri~ Sig!L ..1
WELD BOLTS
OUTSIDE OF /: TO FRAME
FOOTING : 1-1/2" X 1-1/2"
: ANGLE
~ __ __ n _ _u5~'_J'39clB_q,T.r.9.!"!_OF FOOTING
BOTTOM OF../
FOOTING
FOOTING ANCHOR and
REINFORCEMENT DETAIL
NO SCALE
AIr WODK
[1 -- 1, SHALL '.".
1 REVAILING C ' t().J\;[>1 V '\1'1"",
ODES . '. .Y.I" AL
6~e~:~:lONAL If:li/~!,y~~I~A bUILD~i'J
. . ZEPIIYRWL.j'.. 'S', .O...,e.cO. DEA. .N'I
~LL gi~~fP~ PLANS SHALL
CONFORM TO THE LATEST EDITION
OF THE FLA. BLDG. AND NEC CODE.
~ { 0-- _ ~:::~' ,> & l' ,!,,? Side View
~-- , 0 PI~~;EW g{~'~ .+__ ,_~~
Plate Detail PLA;"~,3 ~.?~ kr:m'~l: i''>'' "'rr:
Disclaimer: These engineered calculations only applyTo ~~g and..support section shown
above (no wall mounted sections, electrical. etc) , All dimensions and properties
have been provided and certified by the client. All weather exposed materials
must be corrosion resistant. DEe
~JlE.
~IlJtBB"
-f--
I1r-. .----- 8" x 8" x :~~ M;~:ent Sign
: : Square tube SCn, 4-0
, I
6 .--4..
~.-.-.--""' ..... See Plate Detail
~'~':"
..:"'..' r..'.'..~~..."'. .....:.:JJ......:Jjr:....~ ,-.-- (4) 1" dia x
. r' <~ '. j . ,
. ~ <; '. .".... 48. long anchor
".-' .":.".'"..' ,..'......11... bolts (with nuts
" ". d h)
'~.j;,", ~.~..' an was ers
''''''''''jr:
:*,:;:/~~:' -_. Concrete FoO--t\"'Ci On~"
'C, ,;: ".&:.> caisson'" ...J T'
!o,j'>>~~~y!" foundation A' ",+" D'
'... 'Cd , } L- \0. .
1 ~o" Dee.p
~) S'o" UIQ..
S!..o II 'Deef
,8',
n
I !
24 'dia{oPt B~36;dia)
Foundation Detail
...... ,.J1l.:'.____._.;
~.. ...19:9<:;
I HEREBY CERTIFY THAT THIS SIGN
MEETS THE 120 MPH WIND LOAD REO,
OF THE "'" FL~DE
Cf;
ART STITZEL, P.E. #50658 C.A.27473
STITZEL ENGINEERING & CONST" INC,
317 W. HIGHLAND DR. #101
LAKE LAND, FL 33813
PHONE (863)607-4455
1 2 200t
Drilled Footing Calculation
Project Name RED RABBIT FUELS
Address 6009 US HWY 301 in ZEPHYRHILLS
INPUT DATA-24" Diam. DrilledF~ti~~()Dtion
Height to Sign Center ' ::HiD",{):$ FEET
Sign Area "'193 S,F.
Foundation Diameter 2 FEET
Foundation Length ' . .".if FEET
Foundation Depth 7, FEET
Soil Bearing 1500 P,S.F,
FOOl1r-J ~
OPT\orJ \A'
TUBE/PIPE
FLORIDA BUILDING CODE 2004
Design Wind Speed per Figure 1609
Importance Factor Table 1604,5
Height & Exp. Coet. Table 1609,6.2.1(4)
Exposure Category
INPUT
120
1
WIND PRESSURE
26.9
P,S.F. (Table 1609.6B)
D
E
P
T
H
B
CALCULATED WIND LOAD
26,9
P,S.F. (Calculated)
DIAMETER
CALCULATIONS
OVERTURNING MOMENT:
53,266.84 FT.-LBS.
PASS
'Use total face length
for multiple footings
l"f'5S
RESISTING MOMENT:
58,380.00 FT.-LBS.
F!\q
Wind Force
Moment at Base
5,191.70
28,554.35
LBS,
FT.-LBS,
8"x8"x1/4" Steel Tube A36 SchAO
Tube Section
b=
d=
1=
8
8
77.66
inside b=
inside d=
in ^4
Number of Supports
Section Modulus
2
19A2
ci
COMPUTED BENDING STRESS:
8,824.25 P.S.!.
TUBE/PIPE
ALLOWABLE BENDING STRESS:
USE CHECKED
OPTION BELOW
FOOTING
Steel Tvpe
A36
24,000
P.S.I.
x
8" MIN, POLE
IMBEDMENT
FROM BOTTOM
UNLESS OTHERWISE NOTED, ADD
(2)-#5 REBARS 24" LONG
THRU POLE IN CONC. 12" O.C.
Pole in Slab Alt.
A441 (46)
30,400
P.S.'-
A572 (50)
33,000
P.S.'-
A307 Grade 'A' Bolts No. of Allowable Allowable Required Required 18" imbed. Min.
Allowable Bolt Load Bolts in Tension Shear Tension Shear Cone, Pull Out
Anchor Bolts Alt. Plane LBS LBS LBS LBS Allowable (LBS)
0.5 IN "c- 0.00 0,00 12 690,82 16301.94 32482.48
0.75 IN . '. 0,00 0,00 12 690.82 16301.94 32482.48
1 IN .'c' 4 62,800.00 31,400.00 12,690.82 16,301.94 32482.48
.
1.25 IN .' . 0.00 0.00 12 690.82 16301,94 32482.48
1.5 IN ,". '.' 7 0.00 0.00 12690.82 16301,94 32482.48
1.75 IN > =-'> 0,00 0.00 12690,82 16301,94 32482,48
Disclaimer: These engineered calculations only apply to tha drilled footing and steel support section listed above.
They do not apply to any wall mounted sections, 61ectrical, etc, All dimensions and properties have
been provided and certified by the client All weather exposed material must be corrosion resistant.
Drilled Footing Calculation
Project Name RED RABBIT FUELS
Address 6009 US HWY 301 in ZEPHYRHILLS
INPUT DATA-36- Diem. Drilled Footing ODtlon
Height to Sign Center 5.5 FEET
Sign Area 193 S.F,
Foundation Diameter 3 FEET
Foundation Length 6 FEET
Foundation Depth 5 FEET
Soil Bearing 1500 P.S,F.
Faa-n N <q
OPT \ o,...t I B'
TUBE/PIPE
FLORIDA BUILDING CODE 2004
Design Wind Speed per Figure 1609
Importance Factor Table 1604.5
Height & Exp. Coaf, Table 1609.6,2.1 (4)
Exposure Category
INPUT
120
1
1
B
WIND PRESSURE
26,9
P,S,F, (Table 1609,6B)
D
E
P
T
H
CALCULATED WIND LOAD
26.9
P,S,F, (Calculated)
CALCULATIONS
OVERTURNING MOMENT:
46,206.13 FT.-LBS.
PASS
DIAMETER
'Use total face length
for multiple footings
RESISTING MOMENT:
58,500.00 FT.-LBS.
8"x8"x1/4" Steel Tube A36 Sch.40
Tube Section
b=
d=
1=
8
8
77.66
inside b=
inside d=
in ^4
7,5
7.5
Wind Force
Moment at Base
5,191,70
28,554.35
LBS.
FT,-LBS.
Number of Supports
Section Modulus
2
19.42
ci
COMPUTED BENDING STRESS:
8,824.25 P.S.!.
TUBE/PIPE
Steel Type
A36
ALLOWABLE BENDING STRESS:
24,000
P.S.I.
x
8" MIN, POLE
IMBEDMENT
FROM BOTTOM
A441 (46)
30,400
P.S,1.
UNLESS OTHERWISE NOTED. ADD
(2)-#5 REBARS 24" LONG
THRU POLE IN CONC. 12" O.C,
Pole in Slab All.
A572 (50)
33,000
P,S,I.
A307 Grade 'A' Bolts No, of Allowable Allowable Required Required 18" imbed, Min.
Allowable Bolt Load Bolts in Tension Shear Tension Shear Conc, Pull Out
Anchor Bolts All. Plane LBS LBS LBS LBS Allowable ILBS\
0,5 IN 0,00 0.00 12,690,82 16,301.94 32482.48
0.75 IN 0,00 0,00 12,690,82 16,301.94 32482.48
1 IN 4 62,800.00 31,400.00 12,690.82 16,301.94 32482.48
1,25 IN 0,00 0.00 12,690,82 16,301,94 32482.48
1.5 IN 0,00 0,00 12,690.82 16,301,94 32482.48
1,75 IN 0,00 0,00 12,690,82 16,301.94 32482.48
Disc/aimer: These engineered calculations only apply to the drilled footing and steel support section listed above,
They do not apply to any wall mount.gd sections, electrical, etc, All dimensions and properties have
been provided and certified by the client, All weather exposed material st be rrosion resistant.
Art Stitzel, . . #5 6 C.A.2 3
Stitzel Engineering & Construction, Inc.
317 W, Highland Dr. #101
Lakeland, FL 33813
Phone (863)607-4455
DEe 1 2 200~(
TOP EL.==103,80'
N, iNVERT==99,23'
S, INVERT==99,06'
. 'e BU FFER
:JUBLE STAGGARD ROW
JE TREES @ 50' O.C. <$
I A MAX. OF 5' o,e,
JFFER= I 3 TREES $ G5 SHRUBS
'HE PLANT MATERIAL liST ABOVE
:N LOCATED WITHIN THE OTHER
:D BUFFERS AS PER THE CIIY OF
llLLS REQUEST.)
EXISTING TREE LEGEND
) OAK TREE (5IZE A5 NOTEO)
~ PINE TREE (5!ZE A5 NO TEO)
k PALM TREE (5!ZE A5 NOTEO)
0 CHAMPHO/<:, (SIZE AS NOTED)
~ CEDAR TREE (SIZE AS NOTED)
) MiSe. TREE p!ZE A5 NOT[O)
) REMOVE TREE TYP
REPLACE~IENT IS REQUIRED SINCE ALL TREES
:; REMOVED ARE NOT PROTECTED SPECiES.
)
/
./'
-----~ -:::::::..--=---=-~-=-~--=.,....----
- ------- - -- -- -...-......
-===- -===- -=====- .-:-=:- -===- -===- -===- ~- -=::.- ..:::::::::::- ~ ---
u
:>
Q..
co
ST, AUGUSTINE
SOD LIMIT
F'
I 0' IYPE 'N BUFFER
CAR WASH
---766-s~ F~-
FFE == 102,30'
RETAILIIE"
1,200 SF,
FFE == 102,50'
RETAIVD"
1,200 SF,
FFE = 102,50'
RETAIL "C'l
1,200 SF,
FFE = 102,50'
RETAILIIB'I
1,200 SF,
FFE == 102,50'
RETAIL "A"
1 ,400 S K-
FFE == 1 O~,50'
GAS/C-SrORE
2,800 ~,F.
FFE = 1 (2,50'
~\
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WORK LIMITS ~
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GEIGER ROAD
70' RtN
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PROPOSED
MO N Ui\XENr-g"lc;'N
i""~ /.~>€I yjdc
I 0' IYPE 'D' BUFFER
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page~Of 61-
Contract Document referred to in
par 8.1.5 of Contract dated;
FEB 0 5 2007
Contractor by its initials, agrees
that It has revIewed the Plans&Specs
and agrees to comply with such,
Contractor Owners Rep
North
o
20'
40'
60'
Scale: 111 - 201 - 0"
City of 2ephyrhills Sec, 7.0G,04,03 Irrlc3atlon DeSign Standards
5
rr
A. In-':l'ound Irrigation systems sha!; be utilized for ".ew deve'oprrent Including commerc,ai development
and Single and multl-faml~y lots. lrngat,on shall be prov,ded for all proposed ~andscape matenal.
B. The FlOrida Irrigation Soc,ety (FIS) Standards, which ,S Incorporated r,eceln by reference, s:'OIJld be used
for all Irrlgat'on deSign ar,d installation procedures, except where the reo;ulrements of thiS Ordlna~ce
s>upersede the FIS standards.
C. An Irrigation ste pian, drawn at a readab:e scale, shall be subm,tted illustrating the proposed Irr'gatlor
zones, delineating m'cro-Irrigatlon zones and areas Util'ZlI1g all other Irrigation techniques. n'e plan
~hou:d indicate the Irngat'on water s>ource. EXisting development w,th newiy ,rrlgated landscape and turf
areas shall not be reo,u,red to s,Jbm!t an irrgatlon pian.
D. Where available, reclaimed 'Nastewater shari be used for landsca?e Irrlgat'on and shall comply With the
-eo,Ulrements of thiS Section.
f The Irrlgat'on system snail be deSigned to accommodate separate la1dscape p'ant zones based on
differing water reo,ulrements. Turf areas shall be on separate Irrlgaton zones from ot'ner landscape plant
20:ie5.
F. Spr,nkler spaCing shari not exceed fifty-five percent (55%) of the spMkiers' d,ameter of coverage.
G. Sprays and rotors s:,all have matchrng application rates Within eac'n Irrigation zone. Sprays and rotors
~hall not be cornboned on the same Irrigation zone.
H. All Irrigation system,s shal! be deSigned to aVOid overspray, I'unoff or other Similar conditions where water
flowS onto or over adjacent property, non-Irr-gated areas, wahvays, roadways, structures, or water
features. Narrow areas (four feet Wide or less) shail be 1f1"gated w,th micrO-Irrigation only.
I. Irrigation control equ,pment shall Include an operable ar.d funct'onlrg automat,c Irngatlon controller
haVing program flex'billty such as repeat cycles and multiple program capabilities. Automat,c Irrigation
controiier(s) shall have a battery back-up to retain the Irrigation programs. Autof11atlc control systems
shall be eqUipped With operable and funct,onrng rain and Wind sensor dev,ces, The5e deVices shall be
paced in areas wr,ere they can be expoe,ed to nat'Jral rainfall a"d w,nds As the technology i"...proves,
mo,sture senSing deVices to cut-off Irrigation when ground cond,t,ons do not warrant .,vatenng are
encouraged.
J. Tne irngat,on system snail be malnta,ned and mana'jed to ensure effiCient water use and to prevent
wasteful practices. These Inciude, but are not limited to, resettln'3 the automatic controi~er according to
~ea~on. cleaning Irrigation fl.lters, testing the ram ar.d w,nd sensors, monltonng, adJvstlng and repainng
the Irngatlon equipment to ensure the efficlel1cy of the system's maintained, replenlsnrng muich, utiliZing
turf and landscape best managenoe"lt practices, Includ'ng plant pruning and cutting grass arovnd
:,-pnnk;er heads.
K. A regstered landscape arcnltect or Irrigation contractor shair conduct a fmal field Inspection of the
ifrl'3atlon system. A cert,flcate of compliance With tne reqUirements of thiS article shall be prOVided to the
C,ty of Zephyrhilis and the property owner and an "a5 built" draWing of the 'rngatlon system snail be
prOVided to the property owner and C,ty of Zephyrnilis prior to obta,nlng the certificate of occupancy
PLANT LIST
TAG SCIENTiFiC NAME COMMON NAME QTY. CONT, SiZE SPACiNG SPECiFiCATiONS NATIVE
TREES
LI LAGERSTROEMiA INDICA TUSCARORA' TUSCARORA CRAPE MYRTLE 9 45 Gal. AS SHOWN 25" CAL 10' HT. 3 TRUNK MIN. N
MG MAGNOLIA 'DD, BLANCHAW D,D. BLANCHARD MAGNOLIA 7 G5 Gal. AS SHOWN 3" CAL. 10' HT, X 5' SPD, Y
QV QUERCUS VrRGINIANA 'SOUTHERN Sr,ADE' SOUTHERN SHADE LIVE OA.<, 9 G5 Gal, AS SHOWN 3" CAL. 12' HT. X G' SPD, Y
SP SABAL PALMETIO SABAL PALM I I - 8' O.C, I a', i 2', 14' W/BOOTS Y
UA ULMUS ALATA WiNGED ELM 2 G5 Gal. AS SHOWN 3" CAL. 12' HT. X G' SPD. Y
TD TAXODIUM DISTiCHUM BALD CYPRESS 5 G5 Gal, AS SHOWN 3" CAL. 10' HT. X 5' SPD. Y
SHRUBS
LC LOROPETALUM CHiNESE 'RUBY' RUBY L ..JK.ur \IIJM 124 3 Gal. 2' O.C, 18"HT,X 18"SPD. N
MF MYR:CANTHES FRAGRANS SiMPSON'S STOPPER 209 3 Gal, 3' O.e. 24" HT. X 24" SPD, Y
SC SCHEFFLERA ARBiCOLA 'VARIEGATA' DWARF VARIEGATED SCMEFFLERA 79 3 Gal. 2.5' O.C. 18"HT.X i8"SPD. N
PM PODOCARPUS MACROPHYLLUS PODOCARPUS lOG 3 Gal. 3' O.e. 24" HT. X 18" SPD. N
I/v'V ViBURNUM OBOVATUM 'SCHiLLERS DELIGHT' MRS, SCHILLERS VIBURNUM 90 3 Gal. 2.5' O.e. 18" HT. X j 8" SPD, Y
GROUNDCOVERS
TA TRACHELOPSPERMUM ASIATICUM 'MINIMA' nlA/A "'F A 11\1 :",ATf '''''''I~ 275 1 GAL. 18"0,C, FULL N
DV DiETES VEGETA AFRiCAN IRiS 84 I Gal. 2' O,C, FULL N
JP JUN,PERUS CHiNENSIS 'PARSONI' PARSON'S JUNIPER 219 I GAL 2' O.C. FULL N
SOD STENOTAPHRUM SECUNDATUM 'FLORITAM' ST. AUGUSTiNE 'FLORATAM' FIELD MEASURE SOD AS LABELED
\
:;;
, '
.ALL TREES SHALL BE FLORiDA GRADE # I OR BETTER,
.ALL :>ROPOSED TREES SHALL HAVE A FiVE FOOT DIAMETER RESERVOiR AROUND THE BASE OF TREE WITH PINE BARK ~ULCH.
'A 3" LAYER OF PINE BARK MULCH SHALL BE PROVIDED IN THE RESERVOiR AND IN LANDSCAPE BEDS.
'ALL SOD, SHRUBS AND TREES MUST BE iRRIGATED WITH 100% COVERAGE..
<'1
,
/'
/"
~-- - - -- ---- C = = ==----=---=---- - --- -- ----
I - -- - -~ ---=-=--===:=- ..::=:::- -==--=
"--- -- --- - -- - .= =- - ---=-- -----=--- - - ~ -=--=-=--=--::....::-::_=-= -= -
48 rOURS BEFORE YOU DIG
CALL SUNSHINE
1-800-432-4770
ITS THE LAW IN FLORIDA
FL STATUE 553.85 I (1979) REQUIRES
MIN. OF 2 DAYS AND MAX. OF 5 DAYS
NOTiCE BEFORE YOU EXCAVATE.
FDOT MAINTENANCE YARD TO BE
CONTACTED 72 riOUR5 PRIOR TO
BEGINNING CONSTRUCTION,
( ';
c
+",
'-~ ,l
AREA OF REQUIRED
~ CROSS VISIBUTY
/ 6"
24" MAX
..:;.
CROS-VIS.DWG
3,L
VARIES
VARIES
SITE DISTANCE FOR LANDSCAPING
TO PUBLIC RIGHT OF WAYS
'I.: S
F'ROPcRTY OWNER SfiALLV,AiNTA,N A CLEAR VISiBILITY TRJANGLf AT ALL
I'<TER5ECTIONS. SHRUBS IN VIEW TRiANGLE SHALL NOT BE TALLER TriAN 24'.
TREE LiVBS SHALL NOT BE LOWER THAN G' ABOVE FINISHED GRADE.