HomeMy WebLinkAbout02-1701
BUILDING PERMIT
. NO
Permit -
CITY OF ZEPHYRHILLS
(813) 780-0020
1701
Date 152 -/r[) ~ 0 Cl.
,
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcel 1.0. ,
'-IYU), ~ fYlA.z\. V~
3~ (p =3 ;{ 11 h-'\ ~ {"l"",~ <;1' u ~
Water Meter:
T.I.F.'s:
Zoning:
OescriDtion of Work
Energy Code:
5f.AQR~ ~
Radon Gas:
I d- 'f {:::J.,
FINAL
C.O.
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
i!!:;' (10
Permit Fee ~
.....'cSignature~ ~--r
Company
Address
,)cTelephone#
/550' fJA:>
I 21 r9--O
City License Registration # ~
State Certified License#
Valuation or
Contract Price
1/ -1-0 Z AlurY\f\.L
BUILDING
ELECTRICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Me r
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compr sor
Fina
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.
~2(i?4P/~ 5u:s/e /-Ie~~.
JOB SITE ADDRESS 3.!1~3G ---'!th(~)L~
LEGAL DESCRIPTION: LOT(S)
el'l'Y OF ZEPHYRHILLS PERMIT APPI~ICATION
BUILDING DSPARTMElfr 5335 ~th S'rREE'f ZEJ?HYRHILI.S, FL 33540
Pbon~1813-780-~020 FaxI813-760-0021
flA'L'E RECEIVED _______,_____.__
Pi.ANS REVIEW Ji'JilE________
OI'INER I SHANE
PHONE CONTACT t:s;: 7ij-Z3&t(
BLOCK
SUBDIVISION
PAIWEL ID # .ay- 24-- 2/~ ~CJ~D- oot!Jt)c)- 2/r6 (OBTAIN B'ROM PROPERTY TAX NOTICE)
WORK PROl'SI1lD: ~ CONSTRUCTION D ADDITION DAUl'ERATlON D REPAIR D mSTAl.I.
D s raN
D MOVE
D DEMOLISH
l?ROl'DSEIl USE: OSGlJ FAMILY DWELLING
DMULTI - FAI"lIJ~Y
0# OF UNITS
DSWIMMING POOL
[] MOBII.E HOME
Ll Cl'mER
D CQt'lMERC IAI.
o INDUS'l'RIAL
DESCRIPTION OF WORK
D
")C' r.e c? 11
. 1--/2-
-1-<.2 , -----
RESTAURANT & HEALTH DEPARTMENT APPROVAL
KLJ6~
.
)~'//&
SQUARE FOOTAGE J!!..!J-;5~ HEIr#HT
I?LANS & (:3) SETS OF BUILDING PLANS & (1) SET ENERfH' FORMS.
OF BUILDING PLANS & (1) SET ENERGY FORMS.
REQUIRED FOR ALL NEW CONSTRUCTION.
'5)t,/r-
--~~---
BUILDING SIZE
RESIDENTIAL:
COI"lII1ERCIAL:
ATTACH (2) PLOT
A'l"l'ACH (3) SE'l's
PROPERTY SURVEY
o BlJILDINC~
fE~ITS REQUE@TED
$-.l;5.5>-0 I tY D VALUATION OF 'fOTAL CONSTRuc'l'ION
AMI? ~ERVICE D FLORIDA POWER 0 W . Ii . E. C.
[J ELECTRICAL
o PLlJl'1BING
o 1.1E1CHANICAL
$--
VALUATION OF MECHANCIAL INS'l'ALLA'l'ION
o GAS
o ROOFING
o SPEeIAL'l'Y
o OTHER
TYPE OF CONSTRUCTION: lJ BLOCK
o FRAME
o STEiEL
o OTHER
FINISHED FLOOR EI.EVATIONS
IS PRO,JECT IN !t'LOOD ZONE AREAD YES
D NO
BUILDlilR
****t******.*.,*.**********.*******.*********,,*,*,*****.******...
ELECTRICIAN
CQtIlPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE __._.
--------------------..-------.---
"*"'*'***'**'*'***'*'***'*************************,.****...*.*.,
PLUMBER
COMPANY
STATE CERT OR ~EGIST #
CITY PROCESSING #
~---.....
S IGNA'l'lJRE:
MECHANICAl.
*********'*************-******************************************
COlvjPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
**************************************~******************"'****'
OTHER
S !(~HATURE
COMPANY
STATE eERT OR REGIST #
CITY PROCESSING #
**.***'*.**********.*******,,********,********,******,*****'*'*'*
CONDITIONS OF PEP~IT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that 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 (13) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that 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 713, 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 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, 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
*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
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
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 code. Every permit
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 FINANCING, CONSULT
WITH YOU ENDER OR AN ATTORNEY BEFORE RECORDING YOUR N E OF CO ENCEMENT. JOBS UNDER
$2,500 VALUE DO OT NEED TO RECORD AND POST A "NO C OF CO EMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
, 19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
Dwho has produced
(type
and whoD did 0 did not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}:lid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
I i!~ a
~~~
~ ~
~i...
\
\
\
u ;~~
-~r=w~ I
~ ~ ..,t~~
~It'lNN
tt~~~
~ ~~~~
~ Sl~~~
5 g"':r;;;;;
~.
~~
~1i5~t:)
~~rg~
~~~~
~~--:~
. !'=l:: lio,
Ilo:i <:)
~~~tIJ
~8~~
~~~8
~~~~
~~~e~
~ .~~ll., .
B~~~~~
~~~~~~
i j::;;"b>~
i .~~~
if! "''''
'"
!
\
\
\
:01--.1--.1--.
:< -oop
~ N1D~_
5 hr::~~
f'ONN
~;
;~
~ ~~~~
~ R~~co
u
~ C">If"")CO
~ GGGG
G.
f rl;~", ~!
~ .. . l~
)...: - t--
" i':j'. ~ III
2' ': ~
'> .
c1 e. .
; ~ ,," fL
~ t.rlr.., ~ u ,
,- '" ~!;f UJ ~
~ & <~i ~ ~ ~ ~
~ oil t5': ~ '0 CI> r:
l ~";g. >= er;:
.. "'0", J, IOl
t Q 1:0 J..ll
~"'o ro:; ~~
~~ ~'<J C'- C'- 'Yftb <Y. ~
Q' -/~ ..r~'-'k -<(0) ~'" '..9q6'/
(S'~c:Y Q' ~ ~ '~J\I
1Y ~~ -/~
~;
~~
c:u"'- g~ e h
~~ii ~~~:;
g' ~ ~ ~ ZF-.g-:i: c
~ - 0
~11'6 d~il
~ ~ ~-.!! ~ -J 6 ~ 3
5~ilEi '~~f:::l!~
!J i!" Q.
5lfH i i~ lio ,
t:-c E o',...c
o ~ .. t ::r 'il f.S!
co2... jC. t;
- 0 0:5 ~
ffH1!~ l!!Jl~
~ '" "f 11 J-
~~tL h_JE
1! ii 'i j roo j:3!!
~"8 !"'i.Il;~l3~ f
tiU1! 0,-
' E c ONri"':u: 0
Z _ ,_
il
'-'
\
\
\
o
eJ
~
~
. 1;d
;"1 ....2
jg ;(,"v ~;
'i "-
"-~---
- !i-'.ci>dlZ
H~ ~ ~tO~bl35'~aicL
u.u~..: Ci O~lJlLJ I!s
" . '" 8 J i ~:.'-'
fiiri~ tlN ~bw cJ
1: ~.:::. d ~ z
"" ~N Z 0 000 r:J
""~~ ~ o~:r ~......
n · i ~ GI ~:\ Q. ~z
udl81 li!~o ~
jE,~-'=- U
-~h
t;:r::to' .
,s~w!
~c!'~~ w~~
i gc i"~a
u~ ,; ~I!!~
2f~ v.1 ~
!!:E1i! ~~::I~
~U ~ "'~~~
>-l!J;r,;<o
60::11
~zw~
1l1<i!'~ .
01 '" ~
u~Vli ~
~ ~ w ~
:s~~ 8 ~
n.~o:~ t)
~~~~~ ~
t ::r~0 ~
~i~~! ~
....
~
~
~
Ctj
04
n;
\
\
\
-~\
\
\
\
6!;t.l.f/S / \
/
/
/
/
'W
>"
(to..
W'--'
[/)
w,-.,
\ u-- 0
o..z
\ w.'5
u--GJ
\ ~ ~
<('--'
;\ z
\
\
.,\
s
"$\
\ ~
~RP
~o 9\l
,~.I)O
.....~
\
\
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.1.1 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms and Other
Open or Partially Enclosed Buildings with Solid Roofs
For 3 second wind gust at velocity of 120 MPH or an applied load of 28 t# 'sq. ft. . Aluminum Alloy 6063 T-6
2" x 3" x 0.045" Hollow 2" x 3" x 0.045" Hollow Tilt
Load Max. Span 'L" (bending 'b' or deflection 'd') Load Max. Span 'L' , (bendlng'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 5'_2" b 5'_9" b 5'-7" b 1'-5" d 5 S'-S" d 6'-5" b 6'-3" b 1'-6" d
6 4'-8" b 5'-3" b 5'-1" b 1'-4" d 6 5'_3" b 5'-11" b S'-S" b 1'_5" d
7 4'-4" b 4'-10" b 4'-8" b 1'-3" d 7 4'-10" b 5'-5" b 5'-3" b 1'-4" d
8 4'_1" b 4'_7" b 4'-5" b 1'-2" d 8 4'_7" b 5'-1" b 4'-11" b 1'-3" d
9 3'-10" b 4'-4" b 4'.2" b 1'_2" d 9 4'.3" b 4'-10" b 4'-S" b 1'-3" d
10 3'_8" b 4'-1" b 3'-11- b 1'-1" d 10 4'_1" b 4'_7- b 4'.5- b 1'-2" d
11 3'-6" b 3'-11" b 3'_9" b 1'-1" d 11 3'-11" b '4'-4" b 4'_2" b 1'-2" d
12 3'-4" b 3'-9" b 3'-7" b 1 '_1" d 12 3'-9" b 4'_2" b 4'-0" b 1'-2" d
2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Matlna Beam
Load Max. Span 'L' , (bending 'b' or deflection 'd') Load Max. Span 'L"lbendlng 'b' or deflection 'd')
Width (ft.) 1 &2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 5'-8" d 6'-11" d 7'-1- d 1'-6" d 5 7'-S" d 8'-11" b 8'-7" b 2'-1" d
6 5'-4" d 6'-7" d 6'-8" d 1'-5" d 6 7'-3- d S'-1" b 7'.10" b 1 '-11" d
7 5'-0" d 6'_3" d 6'-4" d 1'-4" d 7 6'-9" b 7'-6" b 7'-3" b 1'-10" d
8 4'-10" d 5'-11" d 6'-1" d 1'-3" d 8 6'-4" b 7'-0" b 6'-10" b 1'-9" d
9 4'-S" d 5'_9" d 5'-10" d 1'_3" d 9 5'-11" b 6'-8" b 6'-5" b 1'-8" d
10 4'-6- d 5'-6- d 5'-8" d 1'-2- d 10 5'-8- b 6'-4" b 6'_1- b 1'-S- d
11 4'-4" d 5'-4" d 5'-6" d 1'_2" d 11 5'-4" b 5'-11" b 5'-10" b 1'_7" d
12 4'-3" d 5'-2" d 5'-4" d 1'-2- d 12 5'_2" b 5'-9" b 5'-7" b 1'-6- d
2" x 5" x 0.050" x 0.100" Self Matlna Beam 2" x 6" x 0.050" x 0.120" Self Matlna Beam
Load Max. Span 'L'l1bendlng 'b' or deflection 'd') Load Max. Span 'L' ,(bending 'b' or deflection 'd1
Width (ft.) 1 &2 Span 3 Span 4 Span Max. Width (ft.) 1 &2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 9'_7" d 10'-11" b 10'-7" b 2'-7" d 5 11'-2" d 12'-8" b 12'-3" b 2'-11" d
6 S'-11" b 10'-0" b 9'-8" b 2'-5" d 6 10'-4" b 11'-7" b 11 '_2" b 2'-10" d
7 S'-3- b 9'-3- b S'-11" b 2'-3" d 7 9'_7- b 10'-S- b 10'-4" b 2'-8- d
8 7'.9" b S'-8" b S'-4" b 2'-2" d 8 8'-11" b 10'-0" b 9'-8" b 2'.7" d
9 7'-4" b 8'-2" b 7'-11" b 2'-1" d 9 8'_5" b 9'-5" b 9'.1" b 2'.5" d
10 6'-11" b 7'-9" b 7'-6" b 2'-0" d 10 8'-0" b 8'-11" b S'-8" b 2'-4" d
11 6'_7" b 7'-5" b 7'-2" b 1'-11" d 11 7'-S" b S'-6" b S'-3" b 2'-4- d
12 6'-4- b 7'-1" b 6'-10" b 1 '_11" d 12 7'-4" b 8'_2" b' 7'-11" b 2'_3" d
. For Maximum Spans at wind velocities other than 120 MPH, see conversion tables on the specification page for
tables at the beginning of this section and example below.
Notes:
1. For high velocity zones, convert to 130 MPH spans.
2. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans.
Example: To calcualate maximum span 'L' at 140 MPH wind velocity for:
2" x 4" x 0.045" Hollow Tilt section with Load Width = 5' and 3 span Overhang Condition
1. Find 'L' at 120 MPH: L = 6'-11"
2. Convert 'L' to decimal feet: L = 6'-11- = 6.92'
3. Select the appropriate multiplier from the conversion table found on the
specification sheet at the beginning of this section.
- if the height is followed by 'b' use Bending multiplier.
- if the height is followed by 'd' use Deflection multiplier.
4. Multiply 'L' in decimal feet by appropriate multiplier.
'L' at 140 MPH is 6.92' x 0.91 = 6.29' = 6'_3"
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4n4
FAX (386) 767~556
L
PAGE
2-26
@ COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
(0.fiu{ j(-/5,oz id-
'-----:-,-,.~.
. 1
- - It -Co Z-Al?l) JU ,
-~ ~ ,,-~ hrvt~:T1-N.<;':T
.
_2
{..-
- f
i
- I
1- .
r c r....t/J $,.1.. ~ l
f" ~-""'~'-J
- .~S
W .
1.
J
..
cr
I
i
1
1
.
r
I
i
j
j-
j"
J
,
..... ~
..-.-
~-
1
J
fa
,.~. 1
r
t
.....0 ;
-t~
j
f
;
j
1
,
I
r
j
'~Jj
i
J
I
,~ 415 .1lIKEi_~
f
1
1
1
F-
i
t;s
4
,
1-
,
i
~
I
J
,
,
1
I
1
1
i
J
. I
-j
J.
~
!
r
f
~
1
1
I
j
t
~.
j
j
f.
j
..... !~--.... ~
t
- 1
i
1
....-.
J
j~
~-~
/-ft. D~
1
l
t
i
I-
i
j -
, .
1
~tcif ~ L-
I
j
1
1
.~
. I
-- ~-4~
4-0.
\~ '-\
~' }.s
J'
I
- - ~1.$
J
I
.-.-1. 1.
i
~.~~~
I
1