HomeMy WebLinkAbout07-6753
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6753
..
Permit Number: 6753
Permit Type: COMMERCIAL
Class of Work: AD DIAL T COMMERCIAL
Proposed Use: COMMERCIAL
Square Feet:
Est. Value:
Improv. Cost: 1,500.00
Date Issued: 6/06/2007
Total Fees: 120.00
Amount Paid: 120.00
Date Paid: 6/06/2007
Work Desc: CONSTRUCT 23'w x 54'1 x 10'h WALL
Address: 3961 COPELAND DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 24-26-21-0000-00100-0170
Name: BETTER MIX
Address: 3961 COPELAND DR
ZEPHYRHILLS, FL. 33542
Phone:
- '\
~, nu..L2c0
(0- 1\ -07
I~
FOOTER BOND
PRE-SLAB
LINTEL
BUILDING FINAL
REINSPECTlON 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
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
hi ~~
CONTRACTOR GNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED
PROTECT CARD FROM WEATHER
Owner's Name JOHN T. I
Owner's Address I 9301 DENTON AVE., lRJDSON, FL
Fee Simple Titleholder Namel
City of Zephyrhills Permit Application Fax-813-780-0021
Building Department (] 1/ t/e.K.. c!. e't.J- '1~ /f- j 1./5-0 /f1J/
813-780-0020
,
Date Received
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Fee Simple Titleholder Address
BUILDING SIZE
B
D
[TI
I Block wall/23'WXS4'LXI0'H
SQ FOOTAGE I
NEW CONSTR
INSTALL
SFR
BLOCK
ZEPHYRHIIJ.S, FL LOT #
I PARCELlD#I.Q4--~'d.\-GOCG ,(-".:AOn .C\/O
(OBTAINED FROM PROPERTY TAX NOnCE)
G::J ADD/AL T D SIGN 0 MOVE D
D REPAIR
D COMM D
D FRAME D
DEMOLISH
JOB ADDRESS
3961 COPELAND DRIVE,
SUBDIVISION
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
OTHER I t'ence/Perim1b~r wall
STEEL D OTHER I
DESCRIPTION OF WORK
HEIGHT I
I
I
I
I
D
I
AMP SERVICE
D
PROGRESS ENERGY D W.R.E.C,
tp-'4-cn - p_:............. r'lf)l lit.. p,Ju..::,
I~~.
BUILDING\'1....."...PI$ / ~" . ~~
rv . F / .;;; DO . .
D ELECTRICAL 1$
D PLUMBING 1$
D MECHANICAL 1$
D GAS D ROOFING
FINISHED FLOOR ELEVATIONS I
VALUATION OF TOTAL CONSTRUCTION
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY D OTHER
FLOOD ZONE AREA DYES
DNO
BUILDER
SIGNATURE
COMPANY
REGISTERED
COMMERCIAL
I
I
I
I
Address License # I
MECHANICAL I COMPANY I
SIGNATURE REGISTERED Y I N FEE CURRENT Y IN
~~I ~~# I
OTHER I COMPANY I
SIGNATURE . REGISTERED Y I N FEE CURRENT Y I N
Address I License # I
1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I1111111111111111111111111111111I1111111111111111111111111
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
'''~PROPERTY SURVEY required for all NEW construction.
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000)
.. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC
Address
9301 DENTON AVE., HUDSON, FL
License #
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
YIN
FEE CURRENT
YIN
Address
License #
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Y I N
FEE CURRENT
Y/N
SIGN PERMIT
Fences (PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. 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 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 ~nstallations not specifically in?luded. in the application. A
permit issued shall be construed to be a license to proceed With the work a~d not as authorl~y ~o vlol~t~, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II.dlng OffiCial from the~eaft~r
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 o.f permit issu~nce, or If work authorized. by
the permit is suspended or abandoned for a period of six (6) months after the time th~ work IS commenced: An extension
may be requested, in writing, from the Building Official for a period not t~ exceed n1n~ty (.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 A A ORNEY BEFORE RECORDING YOU OTICE 0 COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03
this
CONTRACTOR ~'
Subscribed and swom to (or affirmed) before me this
by
Who islare personally known to me or has/have produced
as identification.
OWNER OR AGENT .
Subscribed 1nd swo (or Irmed
./f..-II-o by ~ . (....
Who iS/are~rSOnallY known to me as/have produced
P- ,L,' ,A.. ~ identification.
(/~;;? ifJ!,- ~ l}:;z{klf.Ub'"
Notary Public
Commission No.
Commission No,
Bobbie
, ~1IJONJt s~'" EXPIRES
February 22, 2008
BONDED THRU TROY FAIN IHIU.I\~',;F iN(
Name of Notary typed, printed or stamped
1-1p...-o'l /j.'3b;t
eX'it /;1/ ~~. ~1t.
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Ho~
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Date Received:
Site:
Permit Type:
Approved wino comments: 0
Approved withe below comments: ~ Denied withe below comments: ~
~ ~6tN~ $lbN of'l ~~\ ~~(~IT~-r~
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This comment sheet shall be kept with the permit and/or Plans~ 0 j{
t1 .Lf 11 ~ . L(J ~
Bil Burgess - B . . g Official Date 0 actOr and/or Homeowner
(Required when comments are present)
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B.E.T.. ER MIX, INC. (EST.1981)
DISPATCH
1 (727) 863.6072
7MJ ItaIIDnI tJ 11IIl1Ir... you.
. 9301 DENTON AVENUE · HUDSON, FLORIDA 34667
P.O. BOX 5577 · HUDSON, FLORIDA 34674-5577
. COPELAND INDUSTRIAL PARK
ZEPHYRHILLS . FLORIDA
FAX
1 (727) 868-5617
City of Zephyrhills
5335 8th Street
813-780-0020
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RE: Permitting"AlJ!~orization
To Whom It May Co~~e!:n;,;jl
~'<"""^'Lt.
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Please consider this letter a formal authorization t6'411ow Rodney Sweeney or Cl;1arles
Jackson to request and sign for permits and applicatidns,~ith the City of Zephyrlii~ls on
behalf ofB.E.T,-ER Mix, Inc. This authorization is in full{orce for our property lo'cated
at 3961 Copeland Drive, Zephyrhills. '
Should you have any questions feel free to contact our offi~e at 727-862-2239.
1**
Sincerely,
B.E.T.-
~~,
~~~j. White
President/C.E.O.
~~: )t'"
Sworn to and subscribed before me by the said John T. White on
February, 2007 in and for the County of Pasco, State of Florida,
or Produced as identification.
NotaryPUbliC~ ~
day of
known -X
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Printed Name DANIELLE MERCER
B.E.T.ER MIX INC. 3961 Copeland Dr. Zephyrhills
Perimeter wall. 54ft - W x 23ft - L x 10ft - H
8x8x16 Block I 2 Pre cast Concrete lintel's
1 - 3.6 steel door - west side of wall
1 - 9ft. x 8ft. Roll up door - east side of wall
Concrete Slab 16 in thick 4000 psi.
Drill pins into concrete and tie re-bar every 6 ft
Fill all down cells with every 6ft with 3000 psi
Steel rod around top of wall.
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3.6 9ft x 8ft
23ft L <: 1 Steel Steel
Door Roll up . :>
Door
----= . \ 54ft W I
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1) EXST '0"0' AND EX:ST FEA-~RES ON S,..;EET S2 ARE BASE:) ON SURVE"-
PREPARED BY SIMMONS I BEAa,'1C, DATED "'~m!02,
2; AL SPRAY-.EADS I,SED FCR DuST CO'NTROL SHAc.L BE
'~OCATED IN e>\.CH "OSTIO>,S SO WAT OVERSPRA.... DCES
NOT REACH CLOSER -I-<A,'< '''' 1FT! TO' PROPERTY LNES
3) AN AljTO~ATC ,RR!GA"iCN sY"TEM "HALL BE NSYALLED U.JlTH CONT'<CLLER AND HOi,,-'JRE DPECTO,",
DEICE" THE SYSTEM SHALL 6E DES'c:.NED TO' ELiMlNAT: APPLCA'I~ OF WATER TO' IMPERViOUS
AREAS AND TO' AIC'D IMPACTS ON EXSTi'<G NATiVE 'YEGlEYAfCN.
THiS 's SYSTEM SHALL BE SEPA,RA'E FROM SYSTEM ~SED FC,," DWS' CONT'<Ol, (TEM n
4) nPE I AND TYPE II A"'EAS ARE DEFINED N
GENE'<!C PEI'<H,T iN 0 SCHARC.ES F,,"OH CONCRE-E BATC... PLAWs,
TME PEWT IS ISSvED UNDER PRO'V 5'ON5 OF SECT 0'''1 403."88" AN:::> PART 'I
OF CHAP'E'< 313, FLO'<:DA 5TAfUTE5 A"D APPL,Ct-BlE '<IJLES OF -HE F,-ORDA
ADMN:S-'<,4-'/E CODE
S) PAR<INC; REQjiREi"E'<T5,
REG/W,REMENT , ONE (1) PA~Q'-<Cl 5PACE PER no 0) EM!"'~C'rEES
REQI..,REMEl\T, I EMPLOYEE x "'.5 5PACE'EMPLCYEE . "'.S SPACES
PROliDED ' Z SPACE5 . I elANDICAPED
PARKi'JG! ST AL~5,
1"'x2"" :'rPiCAL PARK,NC. 5; Ac.L WI-;H TIRE 5TCP
i2x20' HA:-"D'CAP PARKINC. 5T ALL
WIT... 5' ACCES5 A'<D HANDICAP SIc.t-..
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TO f'l~E"v1:N."t CAvE.IN O~ lOO$E SOIL F~ FAl...~:"i:I :NTO :::XCAyATlo-..
2 'r!.1E CCN'7R.AC'''O~ ~ALL. 'IERiFY AL.l UjlLIT eSl ,~~;TE A~D WIT~(N TI-iE ~P06ED ARfA. Cf ~
PRIOR TO "'rJE &: ART ~ ~,.. Co..$:Rl.JC"'IQ'i ACT!YIT!E~.
3. i'-E cO'n~T::::R $HALL RE5"'O~ OR REPLACE PAY~, ;.~A6IlIZEO EA.,R;\.!, DRtYE\J..!A....S, $IDE~
LAAPecAPeD AREAa, E~C~ W1T:.l T~'E ~ TYPE ~ MA~ER:AL ~T DI$i.,.:RBE:D oq Ff;EMC'Vc.='
D'.RJ,"" cc.<S''"loCT'C>< C" AN'" AND Al.L iMFROYEMEN-S ~ 0>0 "'E&e D'<AWltlS.
4, ""1-tE CC'NTRAC"O~ !HALL CONiAC"!' ~ ENCJ,""-EE~'$ CFr''CE '~EDIA;E:"'''''' ~ ANY ca-.Ft..C"S OUFi:!N::j
cc.,ST1'a..CTiON C" "".,. AND ALl.. .~!'1EN'~ &HO..N ON r.E&e DRAWIl<;5
Al..l.. ~$~CT1~ 5kALL C~ to ~ LOC~ ~!C,PAj,.lrr'$ e."A/'CARDS INDEXES AND
CON& 7Q1.Cii0-4 RECrlJLA T '0-.$.
6 C~"7"~C'tCR ~A.LJ.. V'ERIFY EX!&T:N::I $;("5 :aR.ADE& 'to BE SU6$: AN"'!A.L"'" CCt-t5i&-EN" wl~... uRADE$ Sl-O.o.N ON T'..c;
C~u..tNU5 BEFO~ Cct1'1ENCI~ ro~ ~pr....R"" ANY $.Gi"lFICA"iT CO-FL~T IN GRA~e5 "0 '!'''-E
""",!NEER 6EFORl! P!<XEEDm.
1. DO NOT NTERl<UFT EXIST i'<J UT'l..17'E$ &e~m FACILI"E5 or...cWP:ED A'<D U&eD 6- o.NE'" OR
CiI4ERS, EXCEPi lU-EN PERMlrED :No l.I.RlT:r-u BY -l-E ENUlNEER AND ii-+EN c;:t.;L T' Af"Tt~
ACCE~ABLE -e~FO~R'i' i,Ji1l1TY &ERYICES HAy; 6E~ ~VIDeD,
a. iF AF'PlICAEXE, "1AIN"A;N i~IC T)..;~IJ(;H ~ Zo-iE$ PER =poT iNDEX ~€>~, 6€l1, ~I~, ~~II.
~ Co.r'RAC"O~ e.HAJ..L 1'"'.AN..AC;rE AM:::I ~-;-~ ~.$iT'E BORROJ.) PIT AREA! TO
PRE',.'ENT &eDt"ENi FRCM 8>4"'"ERIN:i ~A."<ST' ;,~ C;q ~a. ~$'tOR:E .4REA$,
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0PE:R.A,""~50, ~5"OR.ATlo-t :"CUDE! ClRAL>:~ ~P_ACEMENi CC "OP$Oll, AND
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FMl- C:lR.A~, A5 iND,CA-eD OR 5FECIF;EP, IJ1t'1E~IATEl. '( PROTECT ~j...jf &i::>= &LoPES AND
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TC MINIf"'1iZS ~I-E ;)L.~ '!'IQN ~ EX?OS\.JRE ~ 1.Nfq:)"'ec-:-e:> &Oil-5.
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~\"'E AJo.iD O;HE.~ ARf.Ao ~ ...ANDL.NCr AND D'O?O&(M ~J.. .l.JA.&-E!o. ON c:ct'1='lET\~, LEAvE
"'1..E .:.REA$ CLEA'i CCN"'~ AND Di~ ~ ALL. &OLID Af'.D 5A.NI";AFi,1 WA;,~E.
11. "EMPo~RY PRC~ECT\o-t 0= EROCi6i...E ~jl5t t.i$E:!-E =CLLD.J)NCs ME;"'1OO! TO
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5HALL BE RESPONS:BLE FCR THE RESTCRA~IO'N OF ALL DAI'1Aoc;,ES Dl.oL Y iNCURRED,
8) IT'S THE RESPONSB'LIT'Y OF THE Ol.NER OF T,.,E PROPERT'Y OWNER -0 PAVE/IMPROVE
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PLAN. APP,,"O/AL 0" T...'S S TE PLAN DOES NCT CO,",S"ITUTE APPROVAL OF
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Ie) HANDICAP PARKING SPACE5 WILL_ BE PROPERLY 5'c:.NED A'<D S-RiPED IN
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ASPi-JAL T PAvEMENT
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I-<EiC,H-,
14) ALL 5TR..JCTURES. ,NCLUDi'<C:I BUFfER WALLS, RETAINING u.:ALLS. SC,NAoc;,E,
ETC. REQljlRE SE"'A~TE B'jlLDiNCr "'ERMIT5.
IS) NO' ON-S TE 6I..RING :5 PRCPOSED,
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LAST PLOTTED: OS/23/07
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PLOT SCA_E: 1 = 1
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THIS BAR REPRESENTS .
I. O~E I~CH ON THE
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DATE DESCRIPT;ON
BY
APPROVED
DRAW,~~G Cm~F\DENTIAL:
THIS DRA.'NING AND ALL INFORMATION
CONTAINED THEREON is AND SHALi_
REMAIN THE PROPERTY OF
A. ANCREAt\SKY, PE AS
AN INSTR..;MENT OF PROFESSIONAL
SERVICE. THISNFCRMATION SHAL_
NOT 8E USED 0Wf-<OUT THE FULL
KNOWLEDGE ANCl PRIOR WRITTEN
CONSENT OF AL ANDREANSKY, PE
REVISIO~
1 "=40'
02070103S1
CAD FIl..E:
SCALE:
SITE LA YOUT
AL ANDREANSKY, P.E.
P.o. BOX 456
PALM HARBOR, FLORIDA 34682-0456
PHONE, /727/ 441-4149, FAX, /727/ 789-9565
ENGINEER OF
RECORD:
:;'/10/01 ADD LJALL
AA.
D,DJE:
DRAWN BY: A..A.
05-08-07
CHECKED BY:
D ,DJ E :
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FLA. REG. #39387
DATE
SIG\JED:
APPROVED BY:
DATE:
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V. Wind Loads - Other Structures:
Q)\\~~~&l ~~&~
SCALE: 3/8'=1'.0'
Wind speed, exposure, and Kzt are set on the "Code" page ( Kzt may be changed beto
DESIGN DATA
OCCUPANCY CATEGORY =
EXPOSURE =
CONSTRUCTION =
F
C
TYPE V
Importance Factor =
.,
Gust Effect Factor (0) =
.,
Kzt=
1.00 II.. All structures except category I, III ~ IV
0.85 Wind Speed 120 mph
1.00 Exposure C J
Case A& B
Cf =
F=qzOCfAf =
Af = .,
F =
VELOCITY EXP. COEFF. Kz =
TOPOGRAPHICAL FACTOR KZT =
WIND DIR. FACTOR KD =
IMPORTANCE FACTOR I =
WIND LOAD =
VELOCITY PRESSURE qh =
LIVE FLOOR LOAD =
MAXIMUM DEAD LOAD =
125 PSF
NORMAL WEIGHT OF SPECIFIED WALL
COMPONENTS
0.85
1.00
0.85
1.00
120 MPH, 3 SEC GUST
26.60 PSF
A. Solid freestanding Walls & Solid Signs (& open signs "ith less than 300/0 open)
Height to centroid ofAf (z)
Dist to sign top (h)
Height (s)
Width (B)
Directionality (Kd)
Percent of open area
to gross area
LAST REViSION: 05/18/07
_AST PLOTTED: OS/23/07
DRAINING SCALE: ,"JOTED
P _OT SCALE: '! == 1
(
'\ (SCALE VERIFIC.t<TiON"\ I REVISION
T-1IS BAR REPRESENTS
C~E !:-JCH ON ThE
CRGINAL DRA.W'NG
DRAWING CCNFDEi\,TIAL:
TriS CRANiNG AND ALL NFOR~AATIO,'"
CONTA!~ED THEREON IS ANC SHALL
RDAAIN THE PROPERTY OF
A ANDREANSKY, PE. AS
AN INSiRUMENT or PROFESSIONAL
SERV CE, THIS iNFOR~AAT::)N SHA_L
\JO'" BE lSEDNITHOUT THE FU~_
'<NONLEDGE AND PRiOR WRiTTEN
CONSENT OF AL ANDREANSKY, PE
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0.0 ft M = 55.33
8.0 ft N = 8.00 ft
8.0 ft V = 0.14 ft
55.3 it Kz = 0.849
23.3 it qz = 26,6 psf
0.851 ASCE7 Load Corminations usediil
0.0%
DATE
DESCRIPTION
1.20
27.1 Af
442.7 sf
12010 lbs
DESIGN ANALYSIS PER ASCE . MNIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES, REVISION 1\SCE 7-02 (METHOD 2) AND 2004 FLORIDA
BUILDING CODE, 2005 AND 2006 ~UPPLEMENTS
BY
APPROVED
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ENGINEER OF RECORD:
AL AND'REANSKY, P.E.
P.O. BOX 456
PALM HARBOR, FLORIDA 34682-0456
PHONE, /727/ 441-4149, FAX, /727J 789-9565
(
CAD =-ILE: 0702101VVl
SCL\LE: Noted
DRAWN BY: p.".A.
DA-E: 05-08-07
CHEC<EC BY:
DATE:
I' AL ,~" C R EA0JS ((Y, P. E.
FLA REG, #1 39387
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1) EXST '0"0' AND EX:ST FEA-~RES ON S,..;EET S2 ARE BASE:) ON SURVE"-
PREPARED BY SIMMONS I BEAa,'1C, DATED "'~m!02,
2; AL SPRAY-.EADS I,SED FCR DuST CO'NTROL SHAc.L BE
'~OCATED IN e>\.CH "OSTIO>,S SO WAT OVERSPRA.... DCES
NOT REACH CLOSER -I-<A,'< '''' 1FT! TO' PROPERTY LNES
3) AN AljTO~ATC ,RR!GA"iCN sY"TEM "HALL BE NSYALLED U.JlTH CONT'<CLLER AND HOi,,-'JRE DPECTO,",
DEICE" THE SYSTEM SHALL 6E DES'c:.NED TO' ELiMlNAT: APPLCA'I~ OF WATER TO' IMPERViOUS
AREAS AND TO' AIC'D IMPACTS ON EXSTi'<G NATiVE 'YEGlEYAfCN.
THiS 's SYSTEM SHALL BE SEPA,RA'E FROM SYSTEM ~SED FC,," DWS' CONT'<Ol, (TEM n
4) nPE I AND TYPE II A"'EAS ARE DEFINED N
GENE'<!C PEI'<H,T iN 0 SCHARC.ES F,,"OH CONCRE-E BATC... PLAWs,
TME PEWT IS ISSvED UNDER PRO'V 5'ON5 OF SECT 0'''1 403."88" AN:::> PART 'I
OF CHAP'E'< 313, FLO'<:DA 5TAfUTE5 A"D APPL,Ct-BlE '<IJLES OF -HE F,-ORDA
ADMN:S-'<,4-'/E CODE
S) PAR<INC; REQjiREi"E'<T5,
REG/W,REMENT , ONE (1) PA~Q'-<Cl 5PACE PER no 0) EM!"'~C'rEES
REQI..,REMEl\T, I EMPLOYEE x "'.5 5PACE'EMPLCYEE . "'.S SPACES
PROliDED ' Z SPACE5 . I elANDICAPED
PARKi'JG! ST AL~5,
1"'x2"" :'rPiCAL PARK,NC. 5; Ac.L WI-;H TIRE 5TCP
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2 'r!.1E CCN'7R.AC'''O~ ~ALL. 'IERiFY AL.l UjlLIT eSl ,~~;TE A~D WIT~(N TI-iE ~P06ED ARfA. Cf ~
PRIOR TO "'rJE &: ART ~ ~,.. Co..$:Rl.JC"'IQ'i ACT!YIT!E~.
3. i'-E cO'n~T::::R $HALL RE5"'O~ OR REPLACE PAY~, ;.~A6IlIZEO EA.,R;\.!, DRtYE\J..!A....S, $IDE~
LAAPecAPeD AREAa, E~C~ W1T:.l T~'E ~ TYPE ~ MA~ER:AL ~T DI$i.,.:RBE:D oq Ff;EMC'Vc.='
D'.RJ,"" cc.<S''"loCT'C>< C" AN'" AND Al.L iMFROYEMEN-S ~ 0>0 "'E&e D'<AWltlS.
4, ""1-tE CC'NTRAC"O~ !HALL CONiAC"!' ~ ENCJ,""-EE~'$ CFr''CE '~EDIA;E:"'''''' ~ ANY ca-.Ft..C"S OUFi:!N::j
cc.,ST1'a..CTiON C" "".,. AND ALl.. .~!'1EN'~ &HO..N ON r.E&e DRAWIl<;5
Al..l.. ~$~CT1~ 5kALL C~ to ~ LOC~ ~!C,PAj,.lrr'$ e."A/'CARDS INDEXES AND
CON& 7Q1.Cii0-4 RECrlJLA T '0-.$.
6 C~"7"~C'tCR ~A.LJ.. V'ERIFY EX!&T:N::I $;("5 :aR.ADE& 'to BE SU6$: AN"'!A.L"'" CCt-t5i&-EN" wl~... uRADE$ Sl-O.o.N ON T'..c;
C~u..tNU5 BEFO~ Cct1'1ENCI~ ro~ ~pr....R"" ANY $.Gi"lFICA"iT CO-FL~T IN GRA~e5 "0 '!'''-E
""",!NEER 6EFORl! P!<XEEDm.
1. DO NOT NTERl<UFT EXIST i'<J UT'l..17'E$ &e~m FACILI"E5 or...cWP:ED A'<D U&eD 6- o.NE'" OR
CiI4ERS, EXCEPi lU-EN PERMlrED :No l.I.RlT:r-u BY -l-E ENUlNEER AND ii-+EN c;:t.;L T' Af"Tt~
ACCE~ABLE -e~FO~R'i' i,Ji1l1TY &ERYICES HAy; 6E~ ~VIDeD,
a. iF AF'PlICAEXE, "1AIN"A;N i~IC T)..;~IJ(;H ~ Zo-iE$ PER =poT iNDEX ~€>~, 6€l1, ~I~, ~~II.
~ Co.r'RAC"O~ e.HAJ..L 1'"'.AN..AC;rE AM:::I ~-;-~ ~.$iT'E BORROJ.) PIT AREA! TO
PRE',.'ENT &eDt"ENi FRCM 8>4"'"ERIN:i ~A."<ST' ;,~ C;q ~a. ~$'tOR:E .4REA$,
N:::~UDltl -HOSe OUT~IDE T~ 6ORROL "IT, DIST'.ReED 6'" 6ORRO.<.! AND ~AUL
0PE:R.A,""~50, ~5"OR.ATlo-t :"CUDE! ClRAL>:~ ~P_ACEMENi CC "OP$Oll, AND
ES:A6L15~ C" PEl'l"'A'<El'<TYEuc"ATI'YE COvE'" O~ ilU"A61E "Avm. AS '1A'" ElE
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eACK ilLOFES cPON CCMFLET'Oo< C" OO'<;H UAAD~. PLAN AND DONDI..CT E-"RT'="l<
TC MINIf"'1iZS ~I-E ;)L.~ '!'IQN ~ EX?OS\.JRE ~ 1.Nfq:)"'ec-:-e:> &Oil-5.
r.: CO"i~1'CR ~ALL PICK ,P &OL'D ll.l.ASo"E!o, ANP ClLACE ~ CO'>l.iANE~ T~A'T ~ lOOEGUlARl..'" EHF1"ED DO"o"jQ"
F'fi?EPARe:, CCQK., O~ O'5P05e 0:!"OOC ~ THE ~Jec'" ;,I'"'E. ~i ~'TAJ"'1;I'iA'!"~ cs: ""-E
~\"'E AJo.iD O;HE.~ ARf.Ao ~ ...ANDL.NCr AND D'O?O&(M ~J.. .l.JA.&-E!o. ON c:ct'1='lET\~, LEAvE
"'1..E .:.REA$ CLEA'i CCN"'~ AND Di~ ~ ALL. &OLID Af'.D 5A.NI";AFi,1 WA;,~E.
11. "EMPo~RY PRC~ECT\o-t 0= EROCi6i...E ~jl5t t.i$E:!-E =CLLD.J)NCs ME;"'1OO! TO
~YENi c;RC>S!o-l AND CON."1'"~ $EP ,f"'\EN: to T101:
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6. Rl.ee,~ ""D DEeR.S REt"OvAc., REMOv: AND :<SPO$E ~,~ AND DE6RJS FRCM
PGOJECT Sol TC $EPARA TEL. Y F'<01 O'T4ER ~&~.
C. Q:":'ReAUE ~AL, PLACE Q:ARe~e IN APPROVE:> CQN"'A!NER$, AND :>15P05E Y'A AN
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Co.S:'<!JCTIO< C" DrvER5IO>< :< T=I-oES, ~S, AND ElEl<l""S :0 RETt.."O AND
D''vERI' RlJ'iClT TO F'RO"EC-ED DRAINAc.E COCR5€S.
C YEGEiA:!~ AND MULC;.., F'ROvlOe ~MPOR.4R'" PRQiecr:CN ~ 510e! J.t.tD
8ACI<. e.L0Pf:& lUHE'N R~ ~1NCi i$ CCt"'PlE"'W OR ~IC,ENT 501!.. .&
EXf'C&ED TO ~2<RE :1<05-0< P'<OCC~'O<. "'<OlECT ilLOPES 6'" ACCELERAcD
Q:RO...T!-j ~ pt~T YE,:::.eTATi~ TEMPCR.4RT' YEGeiA"lC'N,l'-"VLCHl"lCi, Ofiit
'\E-i',"<s. ~i Ae>\U!E 5LOff~ e."f ;.iYD'<O,*EO~. ~:NU M.<LCl-l "l ?\..Ar--E,
COVER:Nc; WI"" ~D ,,"n~, 5CO:<N:;, OR ~uo< CO"'eil'.ATIO< ~ r""SE
AND O......ER r--'iETrlQC$ ~ECE~ART' FOR eFl=ECTI\/e ERO~lo-I CC"'C'Wl..
C SEEDNj. f'!<CVIDE NEil! &eEDN:; .lIHERE "F<O..>OS DI5"1..ReED, NCLCOE
Tepe,CHl C~ NlftRll""EN'" D1..~'l'<i :~E 5EECNO OPE~TIOh NECE5-$AR'" TO
E.&TABL'~ OR ~.E&TA6L!j..I A ~UliA6LE $TANO ~ GRAb~.
'3, IIoi'O!<MATICN ""fE'< HERE,N AND 0>0 DRA"~S IS AS EXACr A$ Co..l.D Be OECCRED eur IS NOT
CstoAR.4NTEEO. DO NOT SCALE p~J)~ FOR. EXAC" ::;;i~e.ION!
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'~) Fuc"T!{E Dl.oST 5HA:.._ BE CON-ROLLED BY RECYCLED i"-PE I, AND T'TPE WA"ER AS
PERI"'liTED BY FOEP c:.E'<ERC PERMIT FOR D6CHARc:.E5 FROM CONCREiE BA-O.. PLANTS
(~JLE ~Z-~ZI3eeO), =A.C.J 5EE I-EM Z.
11) IT IS T...E RE5PONS'BILi~'Y OF -HE o..NER OF 'HE PROPERi'Y o..NER :0 ROUTiNEL Y 1,",5PECT
AND ~AI1'nAIN THE RETE!--.';"O'N PONCS AND DE'/ICES =OR PROPER OPE~TION. "HE O'U,ER
5HALL BE RESPONS:BLE FCR THE RESTCRA~IO'N OF ALL DAI'1Aoc;,ES Dl.oL Y iNCURRED,
8) IT'S THE RESPONSB'LIT'Y OF THE Ol.NER OF T,.,E PROPERT'Y OWNER -0 PAVE/IMPROVE
EX'5~ING ACCE6e ORI'/E. PAvlNC. SHALL BE SUITABLE =CR TRUCK TRAFf:C.
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El) INSTALLATiON OF FUEL 5TORAUE ~AI';KS REQU,RES REVIEW AND
ROVAL BY THE F,RE MARSHAL AND :HE 15SUANCE OF A SEPARA"E BW'LDING
PERMIT. APPRovAL OF YHE 51:E PLAN DOE5 :-"OT CONSTnJTE APPRO/AI.. OF
T,..E LOCATIO'N OF ;;..;E F'JEL TAN.<'S
~) ALL PROPOSED S,C,NS ML.ST BE APPL,ED FOR. APFROYEO. AND "ERMiTED
O'N iND:{IDWAL BAS5 APART FROM AN'Y UL TiMATEL Y-APPROVED SI-E
PLAN. APP,,"O/AL 0" T...'S S TE PLAN DOES NCT CO,",S"ITUTE APPROVAL OF
A'<Y SIC,N.Ac.E.
Ie) HANDICAP PARKING SPACE5 WILL_ BE PROPERLY 5'c:.NED A'<D S-RiPED IN
ACCO'RDANCE WI-H FLC'<'DA STAT!..TE 3'(;, THE '1,ANUAL CN !..N FCRM TRAFFIC
CON~ROL DEviCES. OR O;HER APF~CABlE STANDA~S.
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ASPi-JAL T PAvEMENT
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PA'<.<.i'<C, 5PACE5. DIRECTiO'NAL ARRO'WS. AND STCP BARS 5HAL,- BE STRiPED iN
Wi:E,T SHALL BE -hE O'l.NERlDE'/ElO'PERS' RESPO',",SBUT'Y TO' PROPER:... Y
5!GlN AND STRiPE n..E S::EN ACCC;<DANCE WITi-l APPLICABLE S-ANDARD5.
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13) ALL CLEAR-SITE AREAS 5""ALL BE KEPT FREE OF AN'Y 51C,:-..Aoc;,E
PLANTiNGS, :REES. ETC, iN EXCESS OF THREE-AND-A-HALF 0-1/2) FEET 1'<
I-<EiC,H-,
14) ALL 5TR..JCTURES. ,NCLUDi'<C:I BUFfER WALLS, RETAINING u.:ALLS. SC,NAoc;,E,
ETC. REQljlRE SE"'A~TE B'jlLDiNCr "'ERMIT5.
IS) NO' ON-S TE 6I..RING :5 PRCPOSED,
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DRAWING SCALE: 1 "=40'
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COPELAND INDUSTRIAL PARK
ZEPHYRHILLS, FLORIDA
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\1 (/ SCALE VERIF\CAT:ON \1
THIS BAR REPRESENTS .
I. O~E I~CH ON THE
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BY
APPROVED
DRAW,~~G Cm~F\DENTIAL:
THIS DRA.'NING AND ALL INFORMATION
CONTAINED THEREON is AND SHALi_
REMAIN THE PROPERTY OF
A. ANCREAt\SKY, PE AS
AN INSTR..;MENT OF PROFESSIONAL
SERVICE. THISNFCRMATION SHAL_
NOT 8E USED 0Wf-<OUT THE FULL
KNOWLEDGE ANCl PRIOR WRITTEN
CONSENT OF AL ANDREANSKY, PE
REVISIO~
1 "=40'
02070103S1
CAD FIl..E:
SCALE:
SITE LA YOUT
AL ANDREANSKY, P.E.
P.o. BOX 456
PALM HARBOR, FLORIDA 34682-0456
PHONE, /727/ 441-4149, FAX, /727/ 789-9565
ENGINEER OF
RECORD:
:;'/10/01 ADD LJALL
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D,DJE:
DRAWN BY: A..A.
05-08-07
CHECKED BY:
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FLA. REG. #39387
DATE
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+++ + '1'"++ +++ + + +++ ...++ + +++ + +++ "" ++.... + ++++ ++...+ ++++++++ +++++....++++....+ +++++++ +....+ +++....++....-+ ++++....+++++++.... ++.,- +1" ....++-+++.... ....+++ +++++++++++....+++++ +++ ++++....
+ + + + + + + + .... + + ... + + + + + + + + + + + + + + + + + + + + + .... + ... + + + ... + .... + + + + + 1- + + + .... + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + ... + .. + + .... +,."" + + .... .... + + + + + .... + + + + + .... + + + + + + .... + + + + + + ... + ... .... .... + + + +
.... + + +..... + + + + + + + +.,. +........ + + + + ++ + + +.... ++ + -+.,.. + + + -+ + ++ +++ + ++ + + + + + +... +... + + + + + ....++ ++ ++ + +++.... +++ + T ++...... + + + ++ + + +++ + +t+ +.. + +.... ....++... ++ + + + +... + + + + + + +++ + + + + + + + + ++......
+ + + + -+...... ..1.................. +............. + +.... + + +... + + +... + + + + + + + + + +...... + + +.... + +.... +.... + + + + + + + +... + +... + + + + + + + +.... + + + +... + + +
++ ...++...+++++++ +++.....+++++++++++++++++++++++++++....+++
++ ' .............++++++++++++++... ,
+ +
+ +
+
+
V. Wind Loads - Other Structures:
Q)\\~~~&l ~~&~
SCALE: 3/8'=1'.0'
Wind speed, exposure, and Kzt are set on the "Code" page ( Kzt may be changed beto
DESIGN DATA
OCCUPANCY CATEGORY =
EXPOSURE =
CONSTRUCTION =
F
C
TYPE V
Importance Factor =
.,
Gust Effect Factor (0) =
.,
Kzt=
1.00 II.. All structures except category I, III ~ IV
0.85 Wind Speed 120 mph
1.00 Exposure C J
Case A& B
Cf =
F=qzOCfAf =
Af = .,
F =
VELOCITY EXP. COEFF. Kz =
TOPOGRAPHICAL FACTOR KZT =
WIND DIR. FACTOR KD =
IMPORTANCE FACTOR I =
WIND LOAD =
VELOCITY PRESSURE qh =
LIVE FLOOR LOAD =
MAXIMUM DEAD LOAD =
125 PSF
NORMAL WEIGHT OF SPECIFIED WALL
COMPONENTS
0.85
1.00
0.85
1.00
120 MPH, 3 SEC GUST
26.60 PSF
A. Solid freestanding Walls & Solid Signs (& open signs "ith less than 300/0 open)
Height to centroid ofAf (z)
Dist to sign top (h)
Height (s)
Width (B)
Directionality (Kd)
Percent of open area
to gross area
LAST REViSION: 05/18/07
_AST PLOTTED: OS/23/07
DRAINING SCALE: ,"JOTED
P _OT SCALE: '! == 1
(
'\ (SCALE VERIFIC.t<TiON"\ I REVISION
T-1IS BAR REPRESENTS
C~E !:-JCH ON ThE
CRGINAL DRA.W'NG
DRAWING CCNFDEi\,TIAL:
TriS CRANiNG AND ALL NFOR~AATIO,'"
CONTA!~ED THEREON IS ANC SHALL
RDAAIN THE PROPERTY OF
A ANDREANSKY, PE. AS
AN INSiRUMENT or PROFESSIONAL
SERV CE, THIS iNFOR~AAT::)N SHA_L
\JO'" BE lSEDNITHOUT THE FU~_
'<NONLEDGE AND PRiOR WRiTTEN
CONSENT OF AL ANDREANSKY, PE
',j~F TO I/FRIFY r'l;l!QI" )
"- ~- - ,.~ ,\~ /'
o
I
1 "
!
./
0.0 ft M = 55.33
8.0 ft N = 8.00 ft
8.0 ft V = 0.14 ft
55.3 it Kz = 0.849
23.3 it qz = 26,6 psf
0.851 ASCE7 Load Corminations usediil
0.0%
DATE
DESCRIPTION
1.20
27.1 Af
442.7 sf
12010 lbs
DESIGN ANALYSIS PER ASCE . MNIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES, REVISION 1\SCE 7-02 (METHOD 2) AND 2004 FLORIDA
BUILDING CODE, 2005 AND 2006 ~UPPLEMENTS
BY
APPROVED
( \
ENGINEER OF RECORD:
AL AND'REANSKY, P.E.
P.O. BOX 456
PALM HARBOR, FLORIDA 34682-0456
PHONE, /727/ 441-4149, FAX, /727J 789-9565
(
CAD =-ILE: 0702101VVl
SCL\LE: Noted
DRAWN BY: p.".A.
DA-E: 05-08-07
CHEC<EC BY:
DATE:
I' AL ,~" C R EA0JS ((Y, P. E.
FLA REG, #1 39387
~ .
DATE
S:G~ED: , ,APPROVED BY:
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DJlTE:
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(FILL JJTH 3000
/ PSI CONCRETE
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8" LNTEL BLOCK TIE BEAM
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PSI CONCRETE
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8" CONCRETE 1'""ASO"-<RY UNT
PRO/IDED BY
OwNER
COLuMN DOWELS (2l' MiN. LAP)
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TO EXIST. PAVE1'""'ENT
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F.FL. EL = 11.50
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