HomeMy WebLinkAbout03-1825
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N2
1825
(813) 780-0020
Date
~ - ,,- 03
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Property Owner:
Job Address:
Parcell.D, #
Zoning: Energy CORe:
DescriPtion of Work Tv\ ) -r~ P ;).. e ~
TVtS1....RJ 1- New 5; '*'
o
<~ A rttoVl : 0 ~~..Q ~~t 0"""
7.301 c'4\J2Q hive.
Water Conn:
Water Meter:
T.I.F.'s:
Radon Gas:
Sl~
( ~ Ex;$f(1 S(~) d-
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
City License Registration #
State Certified License#
/;25
Permit Fee
r-\signature
Company
Address
Y"r elephone#
tE l bID >
gI5-94i- 22-UJ
Valuation or
Contract Price
2 475
(
. ev
A-fJ?/'f. 5 'J'" j /Iw/l'~
BUILDING ELECTRICAL
Ftr. c/ 3- Lf-(}3
Pre SLB
Lintel
FRM.
Insul. CL
WL
"R(lf.t ~o Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
PLUMBING
MECHANICAL
SLB
Tub Set
Water
Sewer
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 ($25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
ttJ1?Lt?- <; l ~ :::::.
'7 ?~, G~'L ISU/--l-)
) ~ 1-.;2 -()3kt-
~jG~
StC'fJS
./
51M) flfJAJ CJfhDI r GtJI'-> IV
SQ,FI_
PRICE
Main
Other Area
Under Roof
Valuation:
Building:
52. ")C
Electric:
Plumbing:
Mechanical:
Radon:
School Impact
Fees:
Connection
Fees:
Trans. Impact
Fees:
OWNER'S NAMESAtJ AtJTDNIQ FS/ElZA-L C
101 8 \Ie>. V~
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPART~ 5335 8~ STRBBT ZBPBYRBILLB. PL 33540
Phone.813-780-0020 Pax.813-780-0021' /_ .., /1 ~
DATB RBCBIVBD ~-(/~J
PLARB RBVIn 'l'BB .
JOB SITE ADDRESS
PHONE CONTACT
LEGAL DESCRIPTION, LOT (B)
BLOCK
PARCEL 10 #
SUBDIVISION
WORK PROPSED: DNEW CONSTRUCTION
(OBTAIN FROM PROPBRTY TAX NOTICE)
D ADDITIO~
DALTERATION
o REPAIR
o INSTALL
~IGN
o MOVE
o DEMOLISH
,
PROPOSED USE: DSGL FAMILY DWELLING
.PtCOMMERCIAL
OMULTI - FAMILY
0# OF UNITS
o MOBILE HOME
o OTHER
D INDUSTRIAL
D SWIMMING. POOL
o RESTAURANT & HEALTH DEPARTMENT
PROVAL
DESCRIPTION OF WORK
. l,..a~
BUILDING SIZE
, N c;i7rLL '2
NE.W l
POLe l$;lGNS MOVE.- E'X(~N~ t)l
, ~ I - "2.2-
SQUARB FOOTAGE HEIGHT . I _ I , '
RESIDENTIAL:
COMMERCIAL:
~TTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENBRGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET BNERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
g BUILDING
$ '2+710.00
PERMITS RBaUaSTBD
o BLECTRICAL
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D FLORIDA POWER
D W.R.E.C.
D PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
DGAS
D ROOFING . D SPBCIALTY
D OTHBR
TYPE OF CONSTRUCTION: 0 Br.qCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE ARBAO YES 0 NO
BUILDBR
COMPANY APPlE: <;l~tJ ~ A~N''''&-
STATE CERT. OR REGIST # C CA I' 8' 12-
'CITY PROCESSING # 1%.5
. ~-- j kJl!-1 ~~.
~*************...***..*....**.****..***.*~**.*** * ~.******~..
SIGNATURE.
BLBCTRICIAH
SIGNATURE
COMPANY
STATE CERTOR REGIST #
CITY PROCESSING #
PLUllBBR
**.*.****.*..*...*..*.**.**.....*.*..***..*.****.**.*..***..*.****
COMPANY
STATE CERT OR.REGIST #
CITY PROCESSING # .
... " SIGNATURE
IIBCIlAHICAL.
******.*..**..*.*.**********..*..*.***..**.****.**.*********.*****
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
OTSBR
***************.****************************************.********
SIGNATURE.
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************.*..*******************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOT.ICE OJ!" DEED RESTRICTIONS
The undersigned understands t~at this permit may be subject:,to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. 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
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sect!ons" of this application for which they
will be responsible. If you, as the owner signs aathe 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 may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 113, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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.
E. CONTRACTOR' S/OWNER' S AFI!'IDAVIT
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 perfonmed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that 'I understand that the regulations of other governmental 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 Regulation-Cypress Bayheads, Wetland Areas and EnVironmentally Sensitive
Lands, Water/Wastewater Treatment
*S.outhwest 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
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if f.ill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressin9 a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to penmit
issuance.
A permit issued shall be construed to be a license to proceed with the work ~nd 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 oode. Everypermit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work Is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be 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 ANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN E OF COMMENC JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST COMM CEM T".
SIGNATURE: OWNER OR AGENT
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
. (name of person ackno~ledged)
o who is personally known to me, or
acknowledged
, 1!L-
STATE OF FLORIDA
COUNTY OF .
The foregoing instrument wa~~~wledged
Before me this ~day of . t::::J;: ." , _ ~3>
by rA0 L..- 1.-1 M!3
(name of person acknowledged)
~ho is personally known to me, or
Dwho has produced
(type
and whoDdid Ddid not
of identification)
take an oath.
o who has produced
~. ~ibOlld~onl
andwh. . ~&,
~ig~ature of person taking acknowledgment
R, Mark Willett
MMISSION # CC880695 EXPIRES
priR~BI d
~ONOED THRU ffi)y A IN
Signature of person taking acknowledgement
Name typed, printed or stamped
..
, CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADD.ITION OR CORRECTION
BUILDING
DEPARTMENT
q j'L}
I ADDRESS DATE PERMIT". I
'l3~l G'a.U...~.. 3H-03 I~ZS
THIS JOB HAS NOT BEEN COMPLETED. T~e following additiqns or corrections shall be made before the job
will be accepted.
,
DO NOT REMOVE
\r~oA~kkL 4'tr" ~ '~~IUi.~
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any part of the work with flooring, lath, earth
or other material, until the proper inspector has had ample time to approve
the installation.
AFTER CORRECTIONS ARE MADE CALL
780-0020 FOR RE-INSPECTION
~
OFFICE HOURS 7:30 AM - 5 PM MON.-FRI.
INSPECTOR
-
rSanfintonio Citizens
$ederal Credit Vnion
12542 Curley Road · P.O, Box 1057 · San Antonio FL 33576 · Phone (352) 588-2732 . Fax (352) 588-2810
December 18, 2002
To Whom It May Concern:
This will verify that Apple Sign and Awning has permission to install a sign on our
property located at 7301 Gall Blvd., Zephyrhills, Florida.
Mr. Paul Lima of Apple Sign and Awning is hereby authorized to act on my behalf
to obtain all necessary permits, and to sign any necessary paper work.
Any inquiries can be directed to me at (352)588-2732, ext. 23, or to Terri Gude at
782-8200.
Tim~~~!J~
President, San Antonio Citizens Federal Credit Union
71-Gtb. ?6 ~
t~'1 ~ AJdJeD- ~ / ~
IlntJ / ~d-1uln J ~~ f1U ~
~ Jftl LD~
DAWN NEWSOME
Notary Public, State of Florida
.... My Commission Expires Aug 30 2003
rT-- A MER I CA' S .' . ,
tf4 CREDIT UNIONS. Comm No CC 867395
COMPANY: Apple Sign
PROJECT: San Antonio
Architectural Services & Engineering, Inc
24710 State Road 54 ESO 7882
Lutz. FI 33549
Robert W. Wall, PE
Fla 46021
S'-O' Area 1
Sample Calculations
Wind Load ::: WI..
WI.. ::: Cf'" WIND ksf
WI..::: 1.2 ", 1.79
Force::: 2.1557 * 48
Force::: 1.0347 kips
Zreq::: Moment'" 12
fb*NC
o
I
CD
o
I
o
-
0'-6 .
Area 2
fb = 21.0 ks! for Steel pipe
fb = 27.6 ksi for Steel pipe
fb = 19.0 ksi tor Aluminum
LOF = 1.33
Zreq = 3.104* 12
24 ", 1.33" 1
Zreq= 1.164in3
Concrete approx. 1.33 cu. yds
Concrete is 3000 psi at 28 days
Wind loads - FBC 2001. ASCE 7-98
h
I
Co
...
8 . x ,28' ASTM A53-SIB Pipe
Zact.. 8.5 in3 > Zreq::: 5.16 in3
o
I
.,
I I
I I
I I
I I
I I
3'_0 "
'; 3 '.:"'01.
Steel - AISC-ASD Ninth Edition
Soil bearing capacity 2000 pst (2 kst)
WIND - ASCE - Exposure B - 130 mph
Cf Wind AREA
s ft2
1.00 1.20
2.00 0.70
TOTALS
17.96
17.96
48.00
5.00
53.00
13.00
5.00
1.03
0.06
1.10
3.10
13.77
1.16
5.16
MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 13.76 k-ft = 12.5 ft
CHECK FOOTING TOTAL FORCE 1.097 kips
Pallow = S * b * d A 2
2.37 * d + 2.64 * HB
P allow = 2.5 * 3 * 4 "2
2.37 * 4 + 2.64 * 12.5
1;
C trY 01== Z.~HTRHIu...S
+8 <;(';). ~
-
9'
f
/'
\
"
(
l~
fOr .
n~r-1g-2002 07:10
~l
-
I
~
_J
eJ on ~1Jfoni() Citt'<!ns
:Federal Cndti 7.111t"01J
. .
- .
"'-
I
1
OATE
. BUILC'IN
......
."
. ~ ..
. ...
. .
'-
. .
,., ...
- .
.,.
...
.~
.' rz-l11~
. .
.-
. .
... ...
. .
.
, ,
1S
.
. ...
-. .
.. .
.-
. .
..
... ..
.
,-.. ..
- &
: ~ ....
5,0
111. Apple Sign 1& Awning, Inc.
it 1'" L..-cI O'~""
Lutz. ,......,..
. ":J-Ua-222D F. 'lJ-t4'-UID
813948240~
P.02
,~
6'~~
~i~
V':J~
~~
~~
~~
3cY
~~
c:
2-
~
\,lb., [JU
J ,j, ,i:-
V:\.\ ;j;):::;)~; ():! ~ J 0
-S-tl9'5A'QO--_E
,...
oJ:
,,}
'" ti-'H~;.~O'''I,.) '.w
-~.
:'8.00' , '
11
r--
~ IJ;~
<7
~ '''I
, HI
~ /,
.-'5) 'J <.: Ii:
0 '"
,< ~~
~ ,.., 'C:
'<1
0 ~ >-
~ " c
7 ~.
I 0
(.0
i ..,
I
~.(\ 00'
:; n~T.et>y cer,t; J.ty
thQ ~9qUlr.onu,nt"
,,~,-~---~,
-~ir- ~"/fi;;- '/'~
T/ l'O:lrr~.~
.--- "- Uro.......,.
""'u.~0rl."".L~
U.)J rJ..(t1vu~ ~":>"'f\flU.Sl'O~
r: ,
Hill
<) . "OU' 0< u
kl. CVOVTlD C.lll
,':>)'':11'001C(%J'tl'100.
-------r--
(>
o
d
'"
5:\(:FCI
i(1n:>
~'J1.t;C~ ""
j. :J<"":-l;>.t ~')O .'<<;: ;"'p^ X m ~
2. Be~rj.flq reter n~~ ~~or~ Pl~P ~~.
J. TUe pJ."t Pr. )).,.r0d~ ~O~T: ~'-jd:
2. ~ z: m.
~Cf\
~
,-
C
~
'..1..1, .',1
I),> 1 , ~ '.'
.J A.L
" J 'f',''''
.......'L" uC:
.!()(l.()IY
I
1---. (,9,00..._._
I AYERA(;[
cOO. DO.
'''0.00
i-
ll>
..;
N
/
Ii?tt Tt'C411,. 0:. C'fHI'[ n t--
LTr ~c.' NIO POll.
I
-
o
7
I
.~
I
...,.
0)
".
1--:"\
\2;
if~~ ~
C
<]
c-
o
U1
~sd
luuo
...s \: &L... L..t.1 0:
<ij
,
:i
200.00'
MEDICAL
Jh:)/\O 1.11.,..'Dl Ct:r'1')llItJC1l-.,;r-.
COURT
---.---
T...~ E r. b I. ~ ~ .0 Cl t. c '.~ I. 0:' l (I t ~ J, i~ (j
.)1....,[ ther.euf I)~ r:-CCOr.cJcd 1n PLat
n~9~n ~~ ~nc Nor.th~~~t ~~~~~r or
58'100-1.', 208.0U feet. t;-;ence tJ-
S-OO.OIjIJC"_k', ;6.6) f.c,,:r, t;o ,)0.1";
!J!...S(;XIt>1'JU" OAT
1j1. i ,_,! LtPt 6, In 1'~r''VIlllJ I,
!JCOK ~~. PI"\9Q 68. PU:;'11t; Hv.;
.ale Lot Q, ttl~Or:e v.1ony lll"l
~. 04 I JCo .....E. :.'e .67 ~'=~t. tt"un
PO;'N';' or Ot.:ClrJNIHC; COi"'l\.oin l
,.ra.te'
...':f1
".l/l()toItU}
~~~CI..J..E){'.
'J ~ ....).( J.();.;;J.;.
A'J..a.u.'O'O""",~
="""lUlE~J
I
f;-~
fJS
'2--
,~fl !t,rl~?~~po c~n!'l co ~he
J:d!f (I( 1='''''<;0 :'ounr:y. rlor.iC~: ~.'1:J,
"'-'Cll, 1J.1l0 ur 1.Qt, ~ O!lo;l ~~ N.- _
c s. ~ 9 0 ~ a ' <; O' - 1;, :<0 d . '.l 0 : e'l . ~
~ J.~73 ~:~~e/ mor: ~~ :CD~ ,
...>
U
-0
:'
-: i (0
Z[~~.
,..N j(Q
~~ Q, ::J
...g:O~
Q Q, -~-
)Co...>
~wi
':"'t:: =:
~ ,... ::z
~ -0 <" _.
. Q, ::J
N 0 <<"1
h':. .:-~ Oir:;r..e e t..-
c..
_.-~
ij.-.
=;
()
tVimH ---.---
.K) ll-K)
'W.
;:,
Ef1j)
BO[)13Y W. GlMMONP
tM) "1ln.T1:>l
'.0. tr.R. 0\'1. blICaiI IOrYJ01 &.
OAOf UTr. ru.l:r..12uI
(""1";_
_..~ l>w.~
~fI""', ~'G'.:.~ ~~rr
- ; --=.- ~ 1.-.':;....,-- __~T if OOCRWTION__
I .----+ ~"lYrTCUln:Dl0.
1 ~~NC'RE COI"iIo><:J 'Ne. A~ 'sV'i0A1-U-; !!.~_
1 ==---1 PASCO CO'.f<TY
e>..Obr._..
COMPANY: Apple Sign
PROJECT: San Antonio
Architectural Services & Engineering, Jnc
24710 State Road 54 ESO 7882
Lutz, FI 33549
Robert W. Wall, PE
Fla 46021
8' - O.
Area 1
Sample Calculations
Wind Load = WL
WL = Cf * WIND ksf
WL = 1.2 * 1.79
Force = 2.1557 * 48
Force = 1.0347 kips
Zreq = Moment * 12
fb * NC
o
I
CD
o
I
o
-
0'- 6.
Area 2
fb = 21.0 ksl for Steel pipe
fb = 27.6 ksi for Steel pipe
fb = 19.0 ksi for Aluminum
LDF = 1.33
Zreq = 3.104 * 12
24 * 1.33 * 1
Zreq = 1.164 in3
Concrete approx. 1.33 cu. yds
Concrete is 3000 psi at 28 days
Wind loads - FBC 2001, ASCE 7-98
(:)
_I
co
.-
6 . x .28. ASTM AS3-SIB Pipe
Zact = 8.5 in3 > Zreq = 5.16 in3
o
.I
...
I I
I I
I I
I I
I I
3'_0 "
'; 3 '-'01 II
Steel - AISC-ASO Ninth Edition
Soil bearing capacity 2000 psf (2 ksf)
WIND - ASCE - Exposure B - 130 mph
Cf Wind AREA
s ft2
1.00 1.20
2.00 0.70
TOTALS
17.96
17.96
48.00
5.00
53.00
13.00
5.00
1.03
0.06
1.10
3.10
13.77
1.16
5.16
MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 13.76 k-ft = 12.5 ft
CHECK FOOTING TOTAL FORCE 1.097 kips
Pallow = S ... b ... d " 2
2.37 ... d + 2.64'" HB
P allow = 2.5'" 3 ... 4 "2
2.37'" 4 + 2.64'" 12.5
COMPANY: Apple Signs
PROJECT: San Antonio
Architectural Services & Engineering, Inc
24710 State Road 54 ESO 7882
Lutz, FI33549
o
I
o
.-
12' - 0 . Area 1
::,
.I
CII
N
0'- 8.
Area 2
o
I
N
...
8 . x .344" ASTM A53-S/B Pipe
Zact.. 17.8 in3> Zreq.. 17.3 in3
::,
I
in
I I
I I
I I
I I
4 '-0 "
I: 4'-0'"
WIND - ASCE - Exposure B - 130 mph
Cf Wind AREA
S ft2
Robert W. Wall, PE
Fla 46021
Sample Calculations
Wind Load:: WL
WL :: Cf * WIND kst
WL:: 1.2 * 1.86
Force:: 2.2342 * 120
Force.. 2.6811 kips
Zreq :: Moment * 12
fb * NC
fb :: 21.0 ksi for Steel pipe
fb:: 27.6 ksi for Steel pipe
fb :: 19.0 ksi for Aluminum
LDF:: 1.33
Zreq:: 13.40 * 12
24 * 1.33* 1
Zreq = 5.028 in3
Concrete approx. 2.96 cu. yds
Concrete Is 3000 psi at 28 days
Wind loads - FBC 02001, ASCE 7-98
Steel - AISC-ASD Ninth Edition
Soil bearing capacity 2000 psf (2 ksf)
1.00 1.20
2.00 0.70
TOTALS
18.62
17.96
120.00
8.00
128.00
17.00
6.00
2.68
0.10
2.78
13.41
46.18
5.03
17.32
MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 46.1 'I k-ft = 16.6 ft
CHECK FOOTING TOTAL FORCE 2.781 kips
Pallow = S .. b .. d " 2 b = width of footer (ft)
2.37 .. d + 2.64" HB d = height of footer (ft)
P allow = 2.5 * 4 * 5 "2 = 4.48 (kips) > 2.78 (kips) is O.K.
2.37 * 5 + 2.64 * 16.6
BOLTS AND BASE PLATE
Area Bolt ~ize Num Sp~cing
In In
2 ASTM-A36 0.750 4 20.000 23.00x 23.00
C. ~Tl OF 2 E"PH V R HILLS
~r. Appl~ Sign &: Awning J {roc.
.. - 1640 L_d O'1abI1Iw1
Lutz, Flortda ~1If
" 6: 3-9"..2220 fax I t).~."2~D3
~,~I---i
0----,-,
f
10
~S'{IJI /lJl!OJ/i()
(,'it iz {J J 1..\'
-- ---- -_._.~-
'2.2 f
FEI)ER1\l..
CREllIT (!NI()N
"~- -- .-.--.-, -_. -
12'
"
E}clc;r(H<5 t,
CI
Q ~~ YIPe.
GRAte.
-
.
...
. ..
....
"... ,.
'0"
.
"' ..
..
...
.... ..
.
te"
I
DEC-19-2002 07:10
8139482403
P.03
~
6/~~
~~
v:,~
~~
~~
~~
3,c1
~!
~W\
~
2-
~
,...
~
."
'" _~:::JO'4{) '-vY
~i3."oo I .
'1
~
.. ~~
!!?
~I
/,
,~-.\ 'J " I ~ ~
C~) 0 "". I ~ :
(i 'Q r
" ~ ..,
~ ~ >-
~ o t
-: ~.
I 0
v
i .-i
I
~," 00' j
-
i.lt) / tJu
---,--
"
o
d
'"
! ~; ; .5;-
1',1.\ ;j;)25~1:i2~ ] ()
S,ICFCI
')'.'
-'(-' I,U .)ei
----
S-H9'5fr~O"_E
i--' -
(,$,00 - - - - _ .
A VERA G<:
20!j.()U'
?(>O.DO
1<>0.00'
;..
~
V;
~,
/
~.AtTH:.4lIT ~C'n"'(n F---
L7T MO.' NID POD.
...,.
(1J
~
If~~ 3:
/-::.\ ,
\-2,; c
~ ')
\ C
\ Q
U)
~sd
luuo
200.00'
MEDICAL
,tQl\O 1,."JiA.X!Jl Cc::r..3'i~.JCH.,;r.
COURT
'? 02
:':'L! /L2
I
-
o
'?
I
,
~-----
j
<6
,
=>
-d~&L Ll.!.W
,,'^' ,,'" OC",,,. "".8:',",
);d., f;\ ( ;:>.'<:'0 :'Q\.lnJ:y. rlor.1C.., :~.J:)'
f~'--'rtt) .l..LII':! or '..Qt-, ~ onlj b N-
c S-~9'~a'''c._l:, ;:Od.')o f}1!~. -...~nc~
\l J,~73 .J:r.ee, "'0.. ~'J: ~~".;;: CO
~.-~ en
~~ScO'
~:.. ~ ::J
oCS'"
Q'&;Q ~
)COb>-
~~=~
':" VI.. :;cI
::=!t _
.... a.::J
~ . to
'" -
w _
,
p
p!":'~j(:XJ t"'I"JUi,
T,,~ ",.&1. "~.O(, tC\" O~ l..<.t :> "tit> "'L c.~ L,>t 6. 10 r'J'".r:v/f:.... I'll;
pl..t tlter.eof. 'H r.CCOl:dcd in Plo~ !lrook 2,. F"9Q 68. P":'d<: H..c
8e~'n ~t >'he Nor.th~o~t ~~~~~, or .a1d L~t 6, t~~or.~ v.lun~ t~~
58'10"-\,'. 208.0U feet. ,hence rl- ~'04'JO"~E. 26.67 ~eet. thto
5-00'O~'JC"_\<'. ;6,67 !.e~r, r.o th" PO:"T or (Jt;CIrlNIHC, "onto;n,
I ne~~oy ce~tJ.t~.
thCl ,;"9qUJ.r.onl~nt"
~ -------.......
~:z:,~~
T/ PO:lN...~
_./ ~~:-~
....)ll.Jit)lJoU~~"""""ft\J..Sto~
/.ro.""
l.;T1
/J.fl"KfotIU)
6.i.~..o_~
KJo./il.Ll.lO:>:,
~'.[...w..'O'()!lPoO.t
/V(). """1 U lEW<<.-tJ
, ,
Ek'D
"".~tl<1.l
k ,. CUOVIlD CIa
.?j'=1:lIDO"lC(j:;..f'n,o.
~';'nc. ""
1. Cl< "'1C1i',t 100 .'L.C ::trp^ X m ~
Z. B.~'lnQ re%er. n~~ ~lur.~ P!~P 2~,
' ",d, 0'" "' ,.co, ~ ;o? <<t
~C{\
Vl
,-
C
~
~urY~T lepr.t&e~tcc h~~~o~ ~eet~
~. t I
@
B0813Y W. GlMMONf-
t....VU PItrt.T'tJf
'..0. &;Q un. btOIl'CWYJOf ~
OAOf urr.'\.L~:o. ~
l'W/0<; _
8~
~
--- ~ lh.-..
CDtgtlfen ~'l)..:.~ ""~rt"
- ; -_._~ '''''':;......_.__~T 0: OOCNP'"T10N__
~ ' :Jl.1Yr1ct.llt1:C 10.
1 :=--I~>'\NC'RE: coi:;~c. AIO ~Ll'iO~~~_
L =-1 PASCO CO',f<TY
"-'10,-'___
COMPANY: Apple Signs
PROJECT: San Antonio
Architectural Services & Engineering. Inc
24710 State Road 54 ESO 7882
Lutz, FI33549
o
I
o
-
12' - 0 . Area 1
o
-'
N
N
o
I
C\I
-
0' - 8"
Area 2
8 "x .344" ASTM A53-S/B Pipe
Zact= 17.8 in3 > Zreq = 17.3in3
o
I
in
I I
I I
I I
I I
4 '- 0 "
I -: 4 '-"'01 "
WIND - ASeE - Exposure B - 130 mph
Cf Wind AREA
s ft2
Robert W. Wall. PE
Fla 46021
Sample Calculations
Wind Load :: Wl
Wl:: Cf*WIND ksf
WL:: 1.2 * 1.86
Force = 2.2342 * 120
Force = 2.6811 kips
Zreq :: Moment * 12
tb * NC
fb = 21.0 ksl tor Steel pipe
tb = 27.6 ksi tor Steel pipe
fb = 19.0 ksi tor Aluminum
LOF = 1.33
Zreq:: 13.40 * 12
24 * 1.33* 1
Zreq = 5.028 in3
Concrete approx. 2.96 cu. yds
Concrete is 3000 psi at 28 days
Wind loads - FBC -2001, ASCE 7-98
Steel - AISC-ASD Ninth Edition
Soil bearing capacity 2000 pst (2 ksf)
1.00 1.20
2.00 0.70
TOTALS
18.62
17.96
120.00
8.00
128.00
17.00
6.00
2.68
0.10
2.78
13.41
46.18
5.03
17.32
MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND ~ 46.1 $, k-ft = 16.6 ft
CHECK FOOTING TOTAL FORCE 2.781 kips
Pallow = S '* b '* d " 2 b = width of footer (ft)
2.37'* d + 2.64'* HB d = height of footer (ft)
P allow = 2.5'* 4 '* 5 "2 = 4.48 (kips) > 2.78 (kips) is O.K.
2.37'* 5 + 2.64 * 16.6
BOLTS AND BASE PLATE
Area Bolt Size Num Spacing
in in
2 ASTM-A36 0.750 4 20.000
Plate Dim.
in
23.00x 23.00
kP.~
Ov
L.tTe OF 2 a:>H 'f R J.lILL5
~r. Appl.r: Sign &: Awning, Ir.c.
.. . 1640 L_d O' UlblIIwd.
Lutz, FIortda~"'
" 6: 3-94..2220 fax. U.f.....2~03
,
.0
2,:2 '
12'
t;1'lAte.
DEC-19-2002 07:10
8139482403
"
E}c'~H<5 .,
"
S ~~ rIPe.
-
.
-.
. .
"
".. ~
'0"
.
"' ..
.
...
- ..
.
1'8"
,
P.03
-~
, .
6/~M
~i~
~~
~~
~~
~~
3,a
~!
{:
2
91
j 1 ilO / Ill]
1 ,i: .i:,
1':\.\ ;j;)~;,K.')~'! J 0
$-tl9 '5A'QO"_E
,...
oJ;
,4
,~ "'-R\l'::'o.~{y .W
.-~- -------. _.
:'8.00' , .
j~
~-
~ 14-~
~
Q? ~H;
\ I'
. v I
(i) 'J " I ~ '
0 ,., il ~
"
(J ~
.. ~I w
0 ~ ,.
~ o c:
7~ ~
J 0
c
i .-i
I
~." 00' ~ I
J. ne.r.e.tJy c-er.~J.ty
thQ ":-~qUJ.r.Qnu, nt Ii;:
-~ --.--.....
/.~':
----c-' / . _ ,-
~}'.J/[ >.' I
-ar-. 7=- '-'- ~
/ l'Qlrr~..~
~Lro&...r~
r\-"1\J0w'\, I"h.L"I:1
/"
/
OQI rJ.l.l>l>U~ ~"''''~flU.Sto"""
J: ,
E'I<D
"'-~O'-l.l
r.,- CUOvnD Cl!l
.?). ':''t~o 01 Q' x.rn... 0..
-----r-
;:,
o
d
'"
MEDICAL
'h:ltlO I..'~ C:Ct'1)l~JCll'..7"
..-----
T r.':::. E ('. b'. :l t; .0(' t. c \~ t. 0:' L (. t ~ It,.. V
Pl.o!;t t.her.e(Jf fla r.CCor.<.Icd 1n Plet:"
l1~g::'n "1; t.he Nor.tho:o~t c':>;-,c:r or
58'10"-W. 208.00 feet. tnence ~_
S-OO.O~IJC"_K. :6.67 te~~ to th0
S:\C:JTI
f?1G2
J J. .; I
'....".'
_' r_, I~) ....H~.;C
J2/L2
--
l()l.:l.vU'
1- - .. -
I
(,9,00 . . -. _ _
A VERA G<:
;'ClO.OO
I!>O.OO
;...
'"
.,;
N
/
H"')I'fT"tC.4.llf O:C'Rll't'n
L?T "0.' NIO POD.
:-..
I
-
o
'?
I
,
..,.
CJ
~
,,"::\
\,2;
T..~ ~
c
J <J
G
(.)
01
~sd
luw
j
ci)
,
=>
~C&E.... G..1D:
200.00'
COURT
P~SCMl t>1'lU~~
ft?' r;
,l'''::Al ''''~7S Cl::h'l'ER. tlcco' . > t:o :he
):dJII or: ".'<:'0 2o\Jnr:y. rlo. ":-i!~l~'
N<....cll1 1.l..1l~ ur l..ot.,:;; tHl~ b N-'.
c S-~-9.~a"Q~_t. ~oa.~O fe~:. _ ~nc~
~ J,~73 ~:~~e, mo~: ~A ~~.~, _~
(.> --
.:, ;: CO
... .. "'-
<>> '-5. CD ..."
. ....-
~!" g CO
.... ... Q. ::J
Ocr
... ;r 0 r-:<)
CIa .7";'
:'wi>
c;: WI CEt
:t5.2.
't' a.:J
~ . tQ
C;.I ..
W
.l;tl ~ t,.[" Lol...t 6. 1n 1'~'r~'Vll:"" Me
9cok 2~, F~9Q 68, Pl'~11c I~.e
;ald Lut 6. th~nce ~Jon9 lh~
J' 04' JO'~E. Zc .67 :,,~t. th<n
P01N";' or Ot:crr~NIHC; COil loin (
0"Jl'I.;c~. ~
I. ::>"H~r';>.t ~"'t\ .'L.<; ::>'p^ X m ~
2. Bo.>rJ,.q r"-:er.: ",~" ""'~.Jor<:. ?\'l:Sfl <>.
L T',,, _,." "' ".c."~ :;.~~".,
.c... C>> 2: ..
~Cf\
'"
'-
c:>
~
,.ro.",1
I.."'fi
/J.JOOt./r'O)
6.:~~t~
1'::;O.~.Ll.l~
~'L-IW.'O'O_~
P.:<;-''1'NCi /l;UJ.oqJ
~. I: I
1
~
?i
r
....eel.t"
JOitKl
fW.
;:,
@
BOSey W, GlMMONf-
l..UO""lfn.ttJI'
PAb:I:I'l7J',blrOIIOlrY3011
OAOf OTr.f\.UO:Dl ~
(""i><:_
-.. =1
-t =i Dafd~~ O-"'..br __~
--t- - ._~ co.",,",. S-:D..:;~ """""fT
I - .~ '.-'0.....,-_ ..~T if DEJCI\J",.,o/'V__
E ' "'TYrTc('1T",Ol~.
=--t C""'C'RE ca6t..>iS 'Ne AkD SlriOA/;x ..9.~_
- =-1 PASCO CO',f(TY