HomeMy WebLinkAbout02-1346
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N~
1346
J10"~
BUILDING
;Z,-' ~
J 0 '
ELECTRICAL
(813) 780-0020
Date
7-/?-()~
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcel 1.0. ,
Zoning: Energy Code: Radon Gas:
oescriDtionofWork-P~ 0- W~...-(U ~
LJ~-w-..~
1 & j/ 12lvcf.
r;~
Water Meter:
T,I.F.'s:
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
C?p.
DATE
Inspector
DATE
RL i $Z>
P 'F ~~-' t!':fJ
erm.t ee
kSignature . '
Company
Address
).hlephone# 91/1- 7 '1-7. 1000
Valuation or
Contract Price
~ po
.J (!},f)-<<J*
- f
City license Registration # :;2. Cf ~ r
State Certified license#
r:{~ S; ~ Go.
BUILDING
f/~ 5/~ [/--0.
C/
ELECTRICAL
PLUMBING
MECHANICAL
Ftl'/ 7 -(g-O;) f2 Li1
Pre SLB
lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Com pre
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25.00) 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
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t"'F/.DRIDA SIIIN lDMPm
June 17, 2002
City of Zephyrhills
Building Department
Attention: Bill Burgess (813-780-0020)
5335 8th. St.
Zephryrhills, Fl., 33542
Re: Walmart signs @ 7631 Gall Blvd.
Dear Bill,
Enclosed are the permit applications and supporting documentation for the above. If you need
anything else, please call and ask for myself or Bob.
Thanks for your help
1101291H AVE. W. BRADEN TON, FL 34205 PH.(941) 747-1000IFAX(941)746-5689
VISIT OUR WEBSITE ATFLORIDASIGN.COM
'ff01rl bOJ1t~ptiOJ1 to b01rlp{~tiOJ1"
WAL * MART STORES, INC.
WAL * MART SIGN SHOP
LYNN BEAVER
2001 S.E. 10th
BENTONVILLE, AR. 72716-0550
(479)277-9516 PHONE (479)204-0005 FAX
May 13, 2002
ADDRESS 7631 Gall Blvd.
Re: Store #706 Zephyrhills, FL.
To Whom It May Concern;
I hereby authorize Florida Signs Unlimited and its representatives to act as agent on our behalf for
sign permits and any variance at the below address:
WAL-MART #706
7631 Gall Blvd.
Zephyrhllls, FL.
33540
Sincerely,
-i-/<L-(i?,'l ,J ~ ~JA 7'-:{-~
Property Owner I
Property Owner Name:
Property Owner Address:
WAL-MART Stores East LP
702 Southwest 8th Street
Bentonville, AR. 72716
(479)273-4000
Property Owner Phone:
State of:
Arkansas
County of:
Benton
Subscribed and Sworn to before me this / 3 ~ day of ~
~//I
Notary Public !~
My Commission Expires //-/1- Z--1Je> r-
20 1l.;J-
----;,
FICIAL SEAL ~"
JULIE TOWNZEN '
NOTARY PUBLIC-ARKANSAS
BENTON COUNTY
, My Commission Explres...IL.:U-YIl.", ,;
''c.A~f ---...... ~~.it,# ,"
=-~
4' DIAH. STD, STEEL
PIPE SlEEVE 2'INTO
8' D1AH. STD, STEEL PIPE
8' UIAH. STD. STEEL PIPE
SLEEVE DETAIL
4' UIAH, STD. STEEL
PIPE SLEEVE 2'INTO
Il" DIAH. STD. STEEL
PIPE.
I lJJTSlDE CAP \lELDED
AT PENETRATUJII.
USE T\lO VZ' THICK
STEEL RINGS INSIDE.
STUB PIPE
-6'f
8
E~~T~
4'
2'
20'
14'
3'
OPOSED CONCRETE
rOOTER
FLORIDA SIGNS. UNLIMITED
\ , ,,'.' '1'1
Preparea
SIGN FORI
\ IptN . OIL tf\MPA, FLA.
. .
t , . ~
Sco.l~."one
~:~ . ,1 ..'::..' t""~ . 1 ;'
", 't" " .
~\<JtiM' I:',t~:'?M2' .'
'tt ~'(I,,;, ,
t.~'J'IIJ!!!!I' \'
,Jun.;l,2002 9:48AM
CITY OF ZEpuYRHILLS
.IIU' K .u~" LArtOH rea ~EIaIII'l'
C1:'l'% or ..Pfl!U'XLLI
BOJ:LDI:WCJ DRPAaftlERr
rJ 0 ' 1 9 3 ~ p, I.
DAB UCllrvBD
PLU'8 uvnw I'D
DmlI1iR' S NAME
/) a -..1-
1"),~~.~~,,f',;1
-j& s I ______~__ '~
PHONE 4:7; Z 77 '75"/0
J'iJB ADDRltSS
LEGAl, DESCRIPTION: LOT IS)
BLOCK
SUDOIVISIOH
PARCEL ID #
'O~ATN PROM PROP~RTY T~ NOTICE}
WOR~ PROPSED: Dwgw CONgTP.UCTIO!~
~IGN
o ADDITION
OAL'l'EMTION
o REPAIR
o INS'fALL
o MOVE
o Dr.MOl.I8ft
PROPOSED USE: [JSGL F~LY DWELLING
~MKliRCIAL
01,!tlL'rI - FAMILY
o INDUSTRIAL
[J. OF UNITS
o SWIMMING POOL
[J MOBILE HOME
o OTHER
I
CJ RESTAURANT r. HBALTH DEPARTMENT APfROv:AL
DEseR,I PTION OF WORK r~...;- G<J~-t? s: !3- J; 5
BUILDING S1Z~ flLln-r.f {q/D -,(.. 6~O (o...j~/c;~dARE FOOTAGE..;20 ~ /h 7
/
HU~H'I' ~
RJ:SIDENTIALs
COHMBRCtAL:
AT~ACH (2) PLOT PL1\NS . (2) SE1'S OF BUILDING PLAN! t (1) Slfi ENRRQY FORMS.
ATTACH (3) SE'rs OF BUILDING PLANS, III 8ET EHERGY roRMS.
PROPERTY SURVEY RKQUIRED roR ALL NEW CONSTRUC1' I ON _
PERMITS REQUESTED
~BUILDING
o !r.ECTRlCAL
$-
30 Ilb D
)
~UATI0N OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POtiER
o
W.R.E.C.
}Joe
o PL\1rfUNG
[j MECHANlCA.L
$----
VALUATION OF MECImNCIAL IHSTALLATIOIl
[J OTH&R
o lihS
o ROOfING
o SPECIALTY'
n PI Of' CONSTRUCTION: 0 BLOCY.
o FRAME
o STEEL
o OTHER
~lKr5HED FLOOR ELEVATIONS
IS PROJECT IN !'LOOD ZONE ..&J\D..D YES D NO
COMPANY ~/2(c/~
STATE CERT OR REGIST # ~
CITY PROCESSrNG * ~q
SIGNATUP.K
**~....~.*........***............*..*.........*................*
/ ,//. COMPANY ,
STATE CBRT OR ReGIST #
CITY PROCESSING .
~~jA
ee~ 'flK/
..*...~..*_.~...*........~.*............................
I'LOIIIID
SIGHATURE
COK~Nn'
STATE CE~T OR RBGIST 8
CITY P.~OCESSING i
..~.*............*............~.......^.............**........**...
"CllUICAL
CctofPMY-
STATE C!RT OR RgGIST ._
CITY PROCESSING #
SIGNATURE
.......................................................*...~**.**
OTlllD\
C(ll.fPANY
STAT& cmRT OR REGIST .
Cl'l'Y PROCESSING .
SIGNATURE
......*+...**....~*~...*............*......*.....*..*K****....***
'liAC llndnrsi.qned underatanda t.hat thle per:mi.t lnay bl!! I$ubject. to "deed reatrictions'" which.
may be more re3t.ri cU,v" than City' Le.qulatioru.. The undersigned aeeumes x:esponeibiU.ty for
eompli....nce ..i tb any appl,l,~.l;d"e dGled restr;i rlt10ll~.
B. UNLICF~3ED CONTRACTORS AND C~NrRACTOR RES?ON5IBILITIES
If the owne~ had hired a contr.actor or contcactor8 to undertake work, they may be required
to be, lic.:en~ed j 0 accordance witll st!lte and local regulatiolls. If the contract.or i. Dot
licen:!ed fl. tequ1.red by law, bt:Jth t.he .ownel" and oont.t:llctOI: may be cited for ". t'lll5demeano.r:
vtoliltion undee state la". It t.llfi OWI\.U: or tllt:ended contrlllct:or are llJlcert.in as to what
Ucensing requi.teJll4tlt" ma,Y apply for: the int:e.nded work, they are advisac1 to cont.act. the
Cit.y of Zephyrhi.llt: BlIUding' Uepart_II'1ftnt, 613-786-6611.
Furthermore, J f th@ owner has hh:ed a contractor or contr.ctoJ::l;, he is advJ....d to have the
contractor's I slgn pOl'tiQna of the ....Contractor Section!lN of this appli.~.tlon fOI: ~hich they
will be re.sponlJlble. If you, us the owne1: :!1~1\3 -'5 the contractoI:, you are iodicat,inq that
you, lather than the contractor, are responsible for. the work. If the contraotoc wish..
you t'o ai.gn ae contr<llctor thAt lQfty be an indication that he is not properly li,c.eneed and is
not enti tlAd to pernll, ttinq pri ~rilequ in the ci ty of. l.ephyrhills.
C. TRANSPOR'l'ATION IMPACT FEES AND UTI LI'fY CONNECTION l"Ef:S
,D. COllST..UCTUlON J~IEH LAW CCHJ\PTEP 'll3f F'JJOJUDA STA.TtrT!S, AS AMENDED)
r certlfy that I., th~ applicant, have hoen provided with a copy of ~~loddll';!; construction
lien Law - Homeolmer' s P~otect.ion Gu.id"!!'" prepared by thft Flor1.da Depa.rtJllenl of Aql:iculture
and COnl'll~r Affairs. If the applicant is someone ut:,her t.hat the nowne::'\ r cerify that I
have obtained a copy of th~ above de~c~1b~d document and promiee in qood faith t.o deliver
it to tJ.-.oa "o\omerN prior t,o Comll\EUlCeIrlent.
E. CoNTAACTOR' S/OWN~R' S ArnMVlT
! c.ertity that all the info~tion in thia application is accurate and that all work will
be done in compliance wita all applicable. laws requlatinq construction. Eoninq, and land
d~vl!!.J.QpmeJ1t, .
Applicllt10n 1. hereby macle to ob~llln IS. permit to do ,.otk and ingt.allation as i.ndlcated. 1
o.rtify that no work or in,t.llar.ion has c~en~ed prior to issuance of a permit and thlt
all WO!'K. will be perfoITCled to llJeet standards of all lawB cegulatinC) conlltr::uatj,on, City
codes, zoning Is<)ula.tion8, .l11d land developlnent regulation. in the jur1.diction. I also
certify that I underatand that th~ regulations of other governmentAl agencies may apply to
the intended wor.k. and that it i8 my r..pon~1bility to identify what .otions I must take to
be in comp11anoe. Such agem:ies include but are not 1.iJl\1ted to: *Depart:m.ent, of
ltnvll:QlU1lent.l Requlati.on-CypJ:.... Barha,ade t Wat,land Areas and Env.tconmentally S.n.! ti ,,-a
Landsr Watex/W.5tewater Trea~nt
-Southw.ct Florid& Water Management District-Wells, cypress Bayh8ad., Wetland ~easf
~t~ring Watercouc.~S
.A1."J\W Corps of (p..ngin&e~.-Se.W1IlllI, Docks, Niilviq'llble Waterwqys
*Depart:ment of He..lth " Rehabilitative Serlrlcea, Enviroruue.ntal He..lth Unit-Wells,
W.,tewater Treatment, geptie Tanke
*U.S. EnvirunD\8ut",). Prott!ction Agency-1\sbestQa abatement
I also certify that, if fill materi/Jl 1,$ to be used in flood Zone ~A.'I or 'r\A. etc. of, it ia
\1l1der-stood thl't a dX!l 1.nagB lJl.n illddr:Eln~in9 fl. .. compensiltlng vollUM" will be :ml:lni tted which
is prepared by a professional eng.ineer re<,;rlster:ed in the State of Florida proto I: to p,.rrrdt
lesuance.
A pernllt issued shall be ~onstrued to be ~ liaen... to proceed with the work And nol a8
au~hority to v~ol.te, cancel, a1ter. or set a~1Qe any provisions of the technical codes,
nor shall, 11SU4nce ot a permit prevent the Building Of~ioial from ther.after requiring a
correction of error. in plana, con~t~uction, or v101~tio~3 of any code. ~vecy p.~t
issued shall become invalid unlf:BB the work authorized by such pllnUt is CCllllDE!JnC.a within
six months of i.eu.nee, or if work authorized by the permit is .u~p.nded or aban~oned for a
period of aix month:l after the time the work is co.umenced. One 90 dilY extehBion of'ti.me
IMY be allowed for the pettttit with fee cha:t'ge or $15.00. The extens1.on eball be requeeted
in wJ;1\;1n~ to the 8uildin9 official. An approved inspection anuat be 109<)8d du~1n9 each six
month period, or the proj~ct will :;le conflldered aba;ndonllld.
WARNING TO OWNERt YOUR E'A[LURE TO RECORD A NOTICB OF COMMENCEiHBNT MAY RESULT HI YOUR
PAYIt-I'G 'nIICE 10R !HP. ,NTS TO YOUR PROl'Itf.tTY. Ti" YOU INTEND '1'0 OBTAIN FINANCING, CONSULT
WITH YOURLENOER ATTORNSY 81i2'ORE. RECORDING YOUR NOTIC~ 0 OMMENCEKSNT. JOBS UNDER
~2,SOO IN VALUE NBED TO RECORD AND ~OST A ~NOTICg OF NCBHENTN.
9iGi1""U~ER O~ J\GENT SI......T"~." CONTAACTO~
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STATE OF FLOR:\~,~ ^ i,., ,/I
COUNTY or----L~
The tore90~~~~1,s~~~ w.as ftoknowledQed
:;~:~~~-~*--.' ~
(name of ~eJ:.on aClrnow"'i:~
~o 1., pexeonally known to me, 0::
STATE OF nORlDA M . ,/ '"
COUNTY 01" _ Ii V\ n rs;...e.-.
The forBqoing ins nt "'a~ acknowlcd<1~<!__...
Be,fore me t . a of UJ' y\p ~ f~'
by
(name of per.on acknowledged)
~o i8 personally known to me, or
o who has produced___
(type of. l.dent1ticat..ton)
and ",hoD did l&l?id not. take an oath.
~~Oi~
s.ign~ture of person taltilll1 aClk(t~wl.dgement
o who haa produced
~.~type of identification)
and who [Jd1d ~d not take an oath
_. J/",.n,., 0 If\.
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Signature of perBon takinq .~edgment
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1111I111/11/11I1111I111111111111111111111111I11111111111111I
2002109301
Rept: 603480
OS: 0. 00
07/16/02 ____
Ree: 6.00
IT: 0.00
Dpty Clerk
~
JEO PITT"AN PASCO COUNTY CLERK
07/16/02 Ii: 36am 1 of 1
OR BK 5008 PG 1227
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NonCE OF COMMENCEMENT 3'tlSlI O//l>~AT~ lJb/b
T. FaIIct No.
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NOTAR PUBLIC-ARKANSAS ~~b~~-.._
B TON COUNTY _
v My Commf Ion eXPfreS!~-II-:z.o(2~_;.
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56'
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TIWAL * MART
~".umRS
3/S" DlAM SOLT WITH lOCK WASHER a: NUT
4 (MIN) PER l.ET1ER ON WOOD WAllS
84"
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1/2" DlAM HILTl SLEEVE ANCHOR
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FLORIDA SIGNS UNLIMITED
Prepo.red By,
T ZEPHYRHILLS
SIGN FOR:
DrQwn By. Hendrlk Oorts
Do.t... ScQle=none
JUN I 6 2002
FLORIDA SIGN UNLIMITED
SIGN FOR W AL * MART ZEPHYRHILLS
84" ILLUMINATED WALL LETTERS SELF CONTAINED
DESIGN TO ASCE -7-98 SIMPLIFIED PROCEEDURE
WIND DESIGN VELOSITY 130 MPH, 1=0,77, EXPOSURE "c" FACTOR 1.4
DESIGN WIND PRESSURE 29*0,77* 1.4 = 31.3#/SF USE 75#/SF
DEAD LOAD 80#PER LETTER
WIND LOAD 75# S,F,
INDIVIDUAL LETTERS MOUNTING
USE 4 (MIN) - 3/8" DIAMETER BOLT, NUTS AND WASHERS FOR WOOD WALLS
USE 4 (MIN) - 1/2" HILTI SLEEVE ANCHORS 4" LONG FOR MASONRY BLOCKS OR
TILT WALLS
LETTER AREA MAX = 7' X 7' X 75#/SF = 3675#
AREA WITH QUATERINGWIND
= 3675# X SIN (45)= 2598#
BOLT SHEAR DUE TO QUATERING WIND
= 2598# X SIN (45)= 1837#
SHEAR PER BOLT = 1837#/4 = 459#
SHEAR LOAD= WIND LOAD + DEAD LOAD =
SQRT ((459)^2 + (20)^2) = 459.4#
SHEAR STRESS =
459.4#1 .14 X O,375^2/4 = 4,162 KSI
ALLO LE SHEAR = 10 KSI > 4,612 KSIO.K.
d"
17479
JUNE 16,2002
65"
8"
48"
8"
18"
212"
10'
20'
8'
10" PIPE
12" PIPE
FILE NAME - WALMARTPOLE2 DATE PREPARED -1/15/02 AMPS REQUIRED -
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R.D.11JA liON eDMPANY
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212"
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FILE NAME - WALMARTPOLE2 ! DATE PREPARED -1/15/02 AMPS REQUIRED.
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4'
4' DIAH. STD. STEEL
PIPE SLEEVE 2'INTD
8" DIAH. STD. STEEL PIPE
2'
20'
14'
8' DIAH. STD. STEEL PIPE
4' DIAM, STD. STEEL
PIPE SLEEVE 2'INTD
8" DIAH. STD. STEEL
PIPE.
t [IJTSlDE CAP VELDED
AT PENETRATI[Jol.
USE ND 1/2' THICK
STEEL RINGS INSIDE.
3'
DPDSED CDNCRETE
FOOTER
FLORIDA SIGNS UNLIMITED
SLEEVE DETAIL
SIGN FOR:
OIL TAMPA, FLA.
Dro.wn By. H..ndrl< DOI'lS
Do. t", Sco.l..=no....
JUN 1 '002
FLORIDA SIGN UNLIMITED
SIGN FOR: WAL*MART PENNZOIL
TAMPA, FL
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
WINDLOAD BASED ON ASCE-7-98 SIMPLIFIED PROCEDURE
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
WIND SPEED 130 MPH, 1= CATEGORY 1 = 0,77 EXPOSURE "C" FACTOR = 1.4
DESIGN WIND PRESSURE =29*0,77*1.4= 31.26#1SF
FOUNDATION CALCULATION
TOTAL SIGN HEIGHT 20,00 FEET WIND CENTER MOMENT
DIAMETER LOAD uP" OF IN
OR WIDTH HEIGHT AREA KSF. PRESURE KFT.
SIGN 1 8.00 4.00 32,00 0.0313 1,00 18.00 18,01
COVER OR 2 0,67 16,00 10,72 0.0313 0,34 8,00 2,68
POLE 3 0,00 0.0313 0,00 0,00 0,00
4 0.00 0,0313 0,00 0,00 0,00
5 0,00 0,0313 0,00 0,00 0,00
TOTALS= 42,72 1,34 15,49 20,69
H= 15,49 FEET
SECTION MODULUS REQUIRED Sx=
20,69 X 12/29,3 = 8,47 IN^3
# POLES=
SxREQD,=
MIN USE
1
8,47 IN^3
8" DIAM. STEEL PIPE 28,55#/If Sx=16,8 IN^3 > 8,47 IN^3 OK
FROM
16 FEET UP WIND CENTER MOMENT
DIAMETER LOAD uP" OF IN
OR WIDTH HEIGHT AREA KSF. PRESURE KFT.
1 8,00 4,00 32,00 0,0313 1.00 2,00 2,00
2 0,00 0,0313 0.00 0,00 0,00
3 0,00 0,0313 0,00 0,00 0,00
4 0,00 0.0313 0.00 0,00 0,00
5 0,00 0,0313 0,00 0,00 0,00
32,00 1,00 2,00 2,00
SIGN
COVER OR
POLE
H= 2,00 FEET
SECTION MODULUS REQUIRED Sx=
2,00 X 12/29,3 = 0,82 IN^3
# POLES=
SxREQD.=
MIN USE
1
0,82 IN^3
4" DIAM. STEEL PIPE 1 O,79#/If Sx=3.21 IN^3 >0,82 IN^3 OK
MINIMUM LENGTH FOR FOUNDATION
DEPTH OF FOOTER = 4 FEET
# OF FOOTERS
1
LENGTH=
P X (2,37 X D X 2,64 X H) I D X D X 2 =
LENGTH =
MIN WIDTH /1
MAKE Fa E
use 1 1 f concrete
2,10 FEET
0,84 FEET
3' LONG BY 2.5' WIDE X 4' DEEP
DATE
BUI!.C'ING DEPT APPROVED
PLANS REVIEWED
56'
I I
rIWAL * MART
~...~
4"+ -
3/8" DIAM BOLT wrTH lOCK WASHER &c NUT
4 (~N) PER lETTER ON WOOO WAlLS
64"
if)
a::
w
1=
w
---l
---I
---I
<(
3:
64"
if)
a::
w
6
---l
1/2" DIAM HllTl SLEEVE ANCHOR
I I 4 (WN) PER lETTER fOR MASONRY WAllS
t_===1
I
I I
I I
I
L-=t--j
1--:::::1--
I <( I
3: I
I
I G I
I 0 I
L=~=~
I &: I
I Z I
I ~ I
I <( I
t:=~==-I
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-----
FLORIDA SIGNS UNLIMITED
Prepo.red By.
ZEPHYRHILLS
SIGN FOR:
Dro.wn By. Hendrlk Oor\s
Dnte. Sco.te=none
JUN 1 6 2002
FLORIDA SIGN UNLIMITED
SIGN FOR W AL * MART ZEPHYRIllLLS
84" ILLUMINATED WALL LETTERS SELF CONTAINED
DESIGN TO ASCE -7-98 SIMPLIFIED PROCEEDURE
WIND DESIGN VELOSITY 130 MPH, 1=0,77, EXPOSURE "C" FACTOR 1.4
DESIGN WIND PRESSURE 29*0,77* 1.4 = 31,3#/SF USE 75#/SF
DEAD LOAD 80#PER LETTER
WIND LOAD 75# S,F,
INDIVIDUAL LETTERS MOUNTING
USE 4 (MIN) - 3/8" DIAMETER BOLT, NUTS AND WASHERS FOR WOOD WALLS
USE 4 (MIN) - 1/2" HILTI SLEEVE ANCHORS 4" LONG FOR MASONRY BLOCKS OR
TILT WALLS
LETTER AREA MAX = 7' X 7' X 75#/SF = 3675#
AREA WITH QUATERING WIND
= 3675# X SIN (45)= 2598#
BOLT SHEAR DUE TO QUATERING WIND
= 2598# X SIN (45)= 1837#
SHEAR PER BOLT = 1837#/4 = 459#
SHEAR LOAD= WIND LOAD + DEAD LOAD =
SQRT ((459)^2 + (20)^2) = 459.4#
SHEAR STRESS =
459.4#/3 X 0.375^2/4 = 4,162 KSI
AL:~ LE SHEAR = 10 KSI > 4.612 KSIO,K.
e
7479
JUNE 16, 2002
SLEEVE DETAIL
.. .... DCTIM ~ SlED..
PFE SLaw: 2'MU
r 11M. EX1"M STJDIi STEEL
PIPL
I II.I1SIIE ClIP WELJD
AT PDElMna
.. TVD U2" .......
STEn. _ JJaDE;
20'
\VAL
SUPE 5'-5'
10" EXTRA
STRlJolG PIPE
8'
ENTER
DPTICA 4'
HOT[]
EXPRESS
8'
OPEN 2 HOURS 1'-6' 30'-0'
4'9'
10" EXTRA
STRONG PIPE
SLEEVE 2'lN 2'
12" EXTRA
STRONG PIPE
11'
12" EXTRA
STRONG PIPE
STEEL PIPE MUST BE
AST" A500 GRADE B
VITH MIN 42 KSI
YIELD STREI<<iTH
PRIFDSED CIIlCRETE
FUllER
12'
FLORIDA SIGNS UNLIMITED
EPHYRHILLS
Preparecl By'
Dr...n 1ly1 HendrIe DooIs
Do. WI Sc..le=none
JUN 1 6 Z002
FLORIDA SIGN UNLIMITED
SIGN FOR:
WAL*MART ZEPHYRHILLS
WINDLOAD BASED ON ASCE-7-98 SIMPLIFIED PROCEDURE
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
WIND SPEED 130 MPH, 1= CATEGORY 1 = 0,77 EXPOSURE "C" FACTOR = 1.4
DESIGN WIND PRESSURE =29*0,77*1,4= 31.26#1SF
FOUNDATION CALCULATION
TOTAL SIGN HEIGHT 30,00 FEET WIND CENTER MOMENT
DIAMETER LOAD "P" OF IN
OR WIDTH HEIGHT AREA KSF, PRESURE KFT.
SIGN 1 20,00 5.42 108,33 0,0313 3,39 27.29 92.42
COVER OR 2 0,84 0,67 0.56 0,0313 0,02 24.25 0.42
POLE 3 10,00 4,00 40.00 0,0313 1.25 21,92 27,40
4 0,84 0,67 0,56 0,0313 0,02 19,58 0,34
5 8,00 1,50 12,00 0,0313 0,38 18,50 6,94
6 1,00 17.75 17.75 0,0313 0,55 8,87 4,92
TOTALS= 179,21 5,05 25.27 127.54
H= 25,27 FEET
SECTION MODULUS REQUIRED Sx=
127,54 X 12/29,3 = 52.23 IN^3
# POLES= 1
SxREQD,= 52,23 IN^3
USE 12" DIAM, EXTRA STRONG STEEL PIPE 65.42#/LF SX=56,7 IN^3 > 52,23 IN^3 OK
FROM 13 FEET UP WIND CENTER MOMENT
DIAMETER LOAD Up" OF IN
OR WIDTH HEIGHT AREA KSF, PRESURE KFT,
SIGN 1 20,00 5,42 108.40 0,0313 3,39 14.29 48.42
COVER OR 2 0,84 0.67 0,56 0,0313 0,02 11.25 0.20
POLE 3 10,00 4,00 40.00 0,0313 1,25 8,91 11,14
4 0,84 0,67 0,56 0,0313 0,02 6,58 0,12
5 8,00 1,50 12,00 0,0313 0,38 5.49 2,06
6 0,84 4,75 3,99 0,0313 0,12 2,36 0.29
161,53 5,05 12.27 61,94
H= 12,27 FEET
SECTION MODULUS REQUIRED Sx=
61,94 X 12/29,3 = 25,37 IN^3
# POLES= 1
SxREQD,= 25,37 IN^3
USE 10" DIAM EXTRA STRONG STEEL PIPE 54,74#ILF SX= 39.4IN^3 >25,37 IN^3
MINIMUM LENGTH FOR FOUNDATION
DEPTH OF FOOTER = 4 FEET # OF FOOTERS 1
LENGTH= P X (2,37 X 0 X 2,64 X H) I D X D X 2 =
LENGTH = 12,02 FEET
MIN WIDTH 4,81 FEET
M~AE F OTER 12' LONG BY 5' WIDE X 4' DEEP
USE 8~ OF CONCRETE
~drik Ooms P.E.
#17479
JUNE 16, 2002
20'
VJAL MART
SUPE ENTER 5'-5'
IlY EXTRA
STR(JlG PIPE
s'
ENTER
OPTIeA 4'
Hom
EXPRESS
s'
OPEN 2 HOURS 1'-6' 30'-0'
4'9'
2'
11'
12" EXTRA
STRONG PIPE
PRIFOSED ClJtlCRETE
rDOTER
12'
.. .. Dn'ItA STIDiI& STD:l.
PH: SUE\IE 2'Mm
12'" 11M. EXTM S1IDG S1EEL
I'ft.
I IIITSDE ClIP VELJO
AT PDC'JM.....
UIE 'NO vr TIBX
STEEL..... _
STEEL PIPE KIST BE
ASTM A500 GRADE B
VITH MIN 42 KSI
YIELD STRENGTH
FLORIDA SIGNS UNLIMITED
SLEEVE DETAIL
Prepnrecl By:
Dote'
Scale=none
JUN 1 6 2002
FLORIDA SIGN UNLIMITED
SIGN FOR:
WAL*MART ZEPHYRHILLS
WINDLOAD BASED ON ASCE-7-98 SIMPLIFIED PROCEDURE
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
WIND SPEED 130 MPH ,1= CATEGORY 1 = 0.77 EXPOSURE "C" FACTOR = 1.4
DESIGN WIND PRESSURE =29*0,77*1.4= 31.26#/SF
FOUNDATION CALCULATION
TOTAL SIGN HEIGHT 30,00 FEET WIND CENTER MOMENT
DIAMETER LOAD "P" OF IN
OR WIDTH HEIGHT AREA KSF. PRESURE KFT,
SIGN 1 20,00 5.42 108,33 0,0313 3,39 27.29 92,42
COVER OR 2 0,84 0,67 0,56 0,0313 0,02 24.25 0.42
POLE 3 10.00 4,00 40,00 0.0313 1.25 21,92 27.40
4 0,84 0,67 0,56 0,0313 0,02 19,58 0,34
5 8,00 1,50 12,00 0,0313 0,38 18,50 6,94
6 1.00 17.75 17,75 0.0313 0.55 8,87 4,92
TOTALS= 179.21 5,05 25.27 127.54
H= 25.27 FEET
SECTION MODULUS REQUIRED Sx=
127,54 X 12/29,3 = 52.23 IN^3
# POLES= 1
SxREQD,= 52,23 IN^3
USE 12" DIAM, EXTRA STRONG STEEL PIPE 65.42#/LF SX=56,7IN^3 > 52,231N^3 OK
FROM 13 FEET UP WIND CENTER MOMENT
DIAMETER LOAD uP" OF IN
OR WIDTH HEIGHT AREA KSF. PRESURE KFT,
SIGN 1 20,00 5.42 108.40 0,0313 3,39 14,29 48,42
COVER OR 2 0,84 0,67 0,56 0.0313 0,02 11,25 0.20
POLE 3 10.00 4,00 40,00 0,0313 1.25 8,91 11,14
4 0,84 0.67 0,56 0,0313 0,02 6,58 0,12
5 8.00 1,50 12,00 0,0313 0,38 5.49 2,06
6 0,84 4.75 3,99 0,0313 0,12 2,36 0,29
161,53 5,05 12,27 61,94
H= 12.27 FEET
SECTION MODULUS REQUIRED Sx=
61,94 X 12/29,3 = 25,37 IN^3
# POLES= 1
SxREQD,= 25,37 IN^3
USE 10" DIAM EXTRA STRONG STEEL PIPE 54.74#/LF SX= 39,41N^3 >25,37 IN^3
MINIMUM LENGTH FOR FOUNDATION
DEPTH OF FOOTER = 4 FEET # OF FOOTERS 1
LENGTH= P X (2,37 X D X 2,64 X H) / D X D X 2 =
LENGTH = 12,02 FEET
MIN WIDTH 4,81 FEET
~..AKE OOTER 12' LONG BY 5' WIDE X 4' DEEP
UpyrRDS OF CONCRETE
~P.E.
#17479
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