HomeMy WebLinkAbout97-6880
BUILDING PERMIT
6880;5
7-~~-o/
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
N!
"
Date
')5'
BUILDING
Zoning:
ELE~.
~~L
Sewer Conn
Water Conn:
Job Address:
Parcel I. D. #
Water Meter:
T,I.F.'s:
FINAL
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.
DATE
Inspector
p~'mit Fee J!2 1;,; -, r ? ,L - d2 7. 2()
Signature L/ - -- I:I~
Company t7
Address
Telephone#
Valuation or J "?~
Contract Price / I gOo'
City License Registration # J 7.2
State Certified License#
~ v5ti-<-~
BUILDING ELECTRI~
//
MEC~CAL
//
Breakers
Ducts Insl.
Compressor
Final
PLUM~
"....-
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Lintel
FRM.
tnsul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERMIT
CITY OF ZEPBnUlILLS
BUILDING DEPARTHERT
b -.30 -'1?
OWER'S lWtE "f$RJ,\~13{JT' n~<=; I~""V~ ,
OWER'S ADDRESS /9ro...C)/ RpV{l-F 1?,1};uJUS JiL I/O
JOB ADDRESS (0202 SLLVE:Jl ,OAr<=-: 7)12
LEGAL DESCRIPTION: LOT(S) 6 BLOCK SUBDIVISION..:sGivEk' DR~ ?~
,":- 0'
PARCEL I.D.I' 3- 2...10- 2..f-'OI2A - Q~ - no80 (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:--..Hew Construction ~ddition --..Alteration -.Jlepair Tnatall
PHONE 9q/~ 73a
.; 1'.
_Sign
----1Iove
---Peaolish
PROPOSED USE:'/-. SiDgle Fa.ily
---1.t/F _' of . ,Units ---1.t/B
_eo..ercial
_Indust. _Swia. Pool . _Other
-.Jlestaurant & Health Departaent Approval
DESCRIPTION OP WORK:L)N(-.t-~)f: eX {, ITltJB (>A TIP ;5t..-A:R 1Af' ALUfliJJ~t...5~R~
BUILDING SIZE: ;J/) X Ie) , Square Feet, Height
.
RESIDEBTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET DERGY FORKS.
COMMERCIAL: ATTACH (3) SETS OP BUILDING PLANS & (1) SET ENERGY PORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
----..BUILDIHG
Ii ~
/sOO
PERMITS REOUESTED
Valuation of Total Construction
'~t ,I :. .
. '11
RI.F.C'l'lUCAL
AHP Service
Florida. Power Corp.
W.R.E.C.
----llECHAlUCAL
$
Valuation of Mechanical Installation
---YLUMBING
GAS
ROOFING
SPECIALTY
TYPE OP COBSTRUCTION: ----..Block _Praae _Steel
Other '.
FDlISBED' FLOOR BLEVAnOBS:
FT.
. IS PROJECT IN FLOOD ZOBE AREA'l
YES . NO
******************************************
BUJI.Dm
CONTRACTOR SECTION"
=~r~~~~~
City License egistration' .
***************************************
PLUMB~
COHPANY
Signature
HECllARICAL
Signature
City License Registra n
******************.*.*........**..**.**..
OTRF.R
COMPANY
State Cert. or Regist. I
City License Registration ,
*****.**..**.*************.***************
Signa
APPLlCAnON APPROVED BY
P~~~vmCER.
,..,...,~, ,..,')?;...."" ,;~~...
. ~,. . ,..i.-....... .,);llIj ilia)
/~.-1
'. \
. eel
CONDITIONS OF PERMIT AFFIDAVIT
.A., fiOTICE OF DEED RESTRICTIONS ,
fhe undersigned understands that this perlit lay be subject to 'deed restrictions' which lilY be lOre restrictive than City
regulations. the undersigned asSUles responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to he licensed in accordance with
state and local regulatiol18. If the contractor is not licensed as required by law, both the OlDer and contractor lilY be
cited for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireJents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611.
FurtherlOre, if the owner has hired a contractor or contractors, be is advised to have the conUactor(s) sign portiOll8 of the
'Contractor Sections' of this application for which they will be responsible. If JOU, as the OlDer sign as the contractor,
you are indicating that you, rather than the contractor, are respol18ible for the work. If the contractor wiShes you to sign
as contractor that Jay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the.
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of 'Plorida's Construction Lien Law - BDI8OIIDer's Protection
Guide' prepared by the Florida Departlent of Agriculture and ConsUleI' Affairs. If the applicant is SOleone other than the
'owner', I certify that I have obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the
'owner' prior to cOlIBDceJent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT ,
I certify that all the inforliltion in this application is accurate and that all work will be done in co.pllance witb all
applicable laws regulating construction, Joning, and land developlent.
Application is hereby Iilde to obtain a penit .to do wort and installation as indicated. I certify that DO work or
i~Wlation bas cc.lenced prior to issuance of a perlit and that all work will be perfDtJed to leet standards of all laws
regulating construction, City codes, Joning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverJlIental agenCies JaY apply to the intended wrt, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not litited to:
t DepartJent of BnviroDlental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater freatlent
t Southwest Florida Water HanageJent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways '
t DepartJent of Health' Rehabilitative Services, BnvirODlental Health Unit - Wells, Wastewater Jreatlent, Septic ranls
t US EnvirODlental ProtectiOn Agency - Asbestos abateJent
I also certify that, if fill laterial is to be used in Flood Zone 'A. or 'A,etc.', it is understood that a drainage plan
addressing a 'COIpensating volUle' will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued sball 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 perJit prevent the Building Official frOl thereafter
requiring a correction of errors in plans," construction, Dr violations of any code. Bvery petlit issued shall beCOle invalid
unless the work authorized by such per.it is cOllenced within six IOnths of issuance, or if work authorised by the petlit is
suspended Dr abandoned for a periOd of six IOnths after the tile the work is cOIIenced. One 90 day 81tension of tile, lily be
allowed for the perlit with fee charge of $15.00. The 81tenslon shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each Sil IOnth period, or the project will be considered abandoned.
WARKING TO OVHBR: YOUR FAILURE TO RECORD A NOTICH OF COKHBNCBHBHI HAY RESULT IN YOUR PAYING rvlCH FOR IHPROVBHBH1'S TO YOUR
PROPERlY. IF YOU IHlEND fO OBTAIlI FIJWfCING, CONSULT WITH YOUR LENDER OR AN ATfORHEY BEFORE RECORDING YOUR NOTICE OF
~;7~-ro~;;~.
SfAfl OF FLORIDA
coom OF l~ ~ if" )t;.rl-1.
The foregoing instrument was acknowledged
before me this '2 7 3ud. , 19.!1..::L by "
el'o-\-\"-.)' ~ .l~L..Lv\
who is pers ally kno*n to me or who has
produced
as identificatio and who didtdid not
take oath -
STAfl OF FLORIDA
COlIm OF 1/-;:1 I <;/3ot2..0UEr-H .'
The foregoing instrument was acknowledged
before me this 2.7 ,,'lvl..) '" , 19 9 J by
~~~
w is ~r Dally to me or who bas,
produced --.
as identification and who did/did not
tak~ O:;h;/ 14m-~
(S~:tra-re) I
I/xn pa~~
(Name Typed, Printed or Stamped)
NOT Y PUBLIC
DAVID ROtIDA "
CXlM STAlE C# FlORIDA
~~27.>>IO
(s~ature) ,
A:vL'T\ k>~. =
(Name 'J:yped, rinte or Stamped)
NOTARY PUBLIC
~
IMVID RONIM
"A"'G'~
-~~27._
r'
I
SLAB DETAILS ADDRESSING EROSION
"
NOTE' F,ber mesh COne. doel not
requore "',re m.~11
2' M,n Min, 2500 p~i oone.
J\I'I\11 6~6.'')lI0 v.'if,
muh or fiber mesh. .
8e(ore typical all ~Iabs,
~'1~2'7 Slope._ _ _ ~
--. .~. .~-. '.. :':~;~:-~~"
d;:::::.... __.,;!_~_. -J..."t':'..~.t:.;.Fl-,
,',,",4". 4
bolts wIth II/~' ". ,: .: J I . .
(ender ....oshers per .,... ' .' ' ,
4' ponel across ~ '. ~, .).
rr(XlI aod 24" o.C,
oloc><< fila ~idI!S.
~I ~-t
B .. '. .~. ,.
',' "'g""'-~'
a' '(".0,3' 80r car.l
Hooder
3" slruclurel
I"lsulaled elum.
rool ('"..;Jik - (0)
l"l2"lO.0,,"opon
,/ bock ollnched 10
fronl (IOsl ....,Ih n. 10
l2":;ms mOl,6~
(rom ~ech pudin.or-d
24" o.c,
S ide..a II purlins
ollached to Il2
open bOCK wilh min.
2 n..IO(/I/Z"~ms
in scre'lf bosse s,
Heoder elloched
10 post ....,Ih 1""',
2 n., 10.11/2"
n strew t'Osses,
FLAT SLOPE:/NO FOOTING
0'-2"/12"
2"l2",2"l3"
nollo'" see SP<X'
lob:es header. ,
MODERATE SLOPE FOOTING
2"/12" - 1'-10'
STEEP
Po~1
2;.2~ 2"l3",
3,2 hollo...
see spon lables
posls.
TYPICAL SCREEN OR GLASS ROOM
f~" W/2 W/2
. J ~
Aluminum pan ~lin~ re.sidence
NOTE S, Anchor I". 2" open
bock .... with tepcon 0,.05 t
2" len~lh uplifl 3701'0, .ech
Ipace mo.. 0 I 2' on cenler
'onchor to ...011 wilh 11/2"
n.. 10 SMS wilh wo~hers
2' on cenler spocing onchor
beam and column and knee
beom ....,11'1 onthor clips ond
n., 10 strews and woshers.
NOTE: 4" SLAB IS MAXIMU~ FOOTING
REQUIREO FOR A SCREEN OR
GLASS ROOM
C~oir "roil ond fP,
2 12 ~ 0 ,0 4
hollow rail.
Al'Chor pon 10 channel ...IIh 3
n., 10.,/2" SMS with washers
0;"-1 r.eoprene 9o~kels /If of
P,l) 3" pan 3" aluminum ~,eoder
fOI r~ol pan anchor ',l/i1h 3.
n.,8 xl" SIAS ,..ith wo st,ers per
ilol..all,
PC'st olloched to ........==JIII'
boN om with r.1"', --.....
2n..IOxII/2"", II
screw bosses,
~~u
5/1S"l 2 1/4" .,:.....
Mosqrory quick sel ',.... < "
at S from each ,,' .
post aod 24. o.c. ..
mol.
Purl,ns olloched
10 posts wrlh
n\ln. 2 n..IO.
I 1/2" in scre'lf
bosses,
1".2",,004"
openbock
oot1om rOIl.
TYPICAL GLASS ROOM WALL
\
r;-
.~
Solid rool (Walk on or pan) over,
rronl and side bottom
rails ot loched to cone.
with min, 5IIS".
2 ,1/4" rrosof'itry
Quitk sel at S rrom
each post and 24"
O,C, mal. and v.oll]
ploced a min. of I
(rom edge 01 Clll1C.
---=
2". _ beam end columns
mox, cOlumn ~pacing see
ToOles 3 a 4
4".22"
I
fAin, 2".2",,0,040"
I Typical)
Ma_, "idlh 53~
rou~h openinQ.
Kitk late bolh sides
11I2"l2::'
.
. .
It
~.h,~ ,"W"
'''.2''xO,040
..inoo'"
hej~M
.. '
"
C~ol er door,
.
, .
62"
r,r.,. sloblwi~fh for slob on
~rode 3 12 concrete,
}
Op:ionol cone, polio exist, or
c~'c. slob on slob on 9rode,
2" . 2"
var i e s
17"-24"
To selecl fronl ....011 beom from
Totle use larlier "f( value of
W,.~ or W/2' o.h.
Overnong varies 2' max.
2"l_beom, See Teble 4
ANCHORING DETAIL
Slob .3 li2" min,(~delail)
.J
"I., 10.1/2" - 12" 0 c. hel,
head scre-,l/S '11 I coulklng
00 lop,
See -charI I
2".
col\.rnns.
NOTE' Aluminum fr~lne 01 wjn~ow odds
sufficienl ~tren')lh 10 2 l2"lO.04"
frame
USE
"L"
""v"
IAllernote 3"
s/Qb on 9rade.
"H- *
2 "x 2" cross Ma U/prigh
lYace, \ h9M, TAa4
Mal, beom
sp<n toble
,'.2"
TYPICAL SECTION GLASS ROOM
Vories no mal. (Ele.... slob or 00 grade,)
12" ~3";( 3105 - H 14 RISER PANEL
WITH INSULATION AND COVER
Solid roof' Structural or pan,
Aluminum sheeling bOlh side" 0.024" wail th,ckneS$
minimum, If reQu,red opt. odd. 2 _ 2 x 0,04" ~.eoder,
nol requlfed ,I ccrroectln<J wln-x-... 11rectly 10 header,
Typi~o( ~creened polio ....ilh metal p<n roof, Typical (ran: ,ie'lf from~.
* IiEIGH~ OF Ui'RIGa~ IS MEASURED PROM TOP
OF l-x 2. PLATE TO BOTTOM OF WAI.~. BEAM
w."". ''''''"' /
can ollocl'l dlIe<:lly
:0 heoder,
NOTES' Install ri~id board room ll'lsulat,Ol'I {'Ilo alum"",m roof pon,
'lie". 2-1/2" Of 3" roll Cover insulation ....ilh ,019" p<olettO<' ponel,wl\h overlappIng 5eo.~"
lormed receiv,nQ ch,
ancho<ed fO mobile
wilh 2 n..IOl
\-:3/4"S/,I5
...,ilh wOYlers
info I",~ bullS
end n..IOx
:3/4"SM5
bel'...een lru~s
bulls nt 12"
oc, Anchor p::n' Alumlr'vm end cop will ~e olfached '0'111'1 3 t ax S/s-
10 ctxnne~ wllh CORROSIVR RESISTIVE
no, ~O .1/2 SMS
at 6 o.c, and lop
of pan r idQe,
, .
~ 3/4" Kick plate U' bead eround ~heellng,
n.,a.'I/Z"SMS 3/4" 16"on cer.fer,
--1- ~". _ e"trusion.
. per span table,
3-1 '/2" n..IOSM5
nlO screw slOIS,
2" _ _ exlrusioo.
per SlX>'ltable,
3-"/2" n.,IOSMS
inlo ~cre..s 310ls,
Min.:3 '/2" concrele
slob wilh 6xS-lOxl0
W.w.M. or fiber mesh,
NOTE' Self loppirq
hU head ~cre..s
occeplabie 011,
(or SMS/wo~h..
~e sMet 2
fet' lables..
ConlraClor
~hall venfy
Ihe cons truC-
tions 01 Ihe
m('bi Ie home
IS 10 ~e
oHocned to,
Insulofion por;el sh<J11 be closed wilh alumInum end tOP 10 secure
nS';"otion >"ottmanl and 10 discouroQe Ihe nesl,ng "f ....ildl,re andl
or Insects,
r'v1EETS THE P.ECUIREMENTS Or:
AAF STAND.~fiDS 5-90
PROTECTOR PANEL TO BE SECURED BY No. ax s/s-
CROSIVR RESISTIVB WASHER HEAD SCREWS.
Vinyl or glo~s ....rOo'o'( f\Slall per m<lr.faC1urers 5pe<:s,
Strews palfern ~hall be 0 12" on 01/ perimeters and 24" on
cenler field on eoch ponel,
JOB NAME:,
ADDRESS:
Aluminum ~heel"Q or vin'Jl on '001 h sid.s room
interlur opllonol U'beo and 'inchOr some os
above, Aluminum sheellO<l s/1<l11 be 0,026"
seal 011 scre-..s heod~ ....Ith butyl rubber caulking,
DRAWING IS FOR 1 PERMITONLY
CONNECTiW TO EXISTING
MOBiLE HOME'~
GLASS OR SCREEN ROOM POST TO
BASE AND POST TO BEAM DETAIL
~ NOTE' Confractor ~holl prOVide venficcf,on lhallhe
hOst ~tructure IS slruct\Xally Comparable fa
I he slruth..-e Ylo....n, (Mo~ile home or conven-
110001 constructional),
AlL tHORMTlOH ~NO DETAILS CONTAINED OM THIS DRAWING IS TIlE
PROPERTY Of' LAWRENCE E. BENNETT ANO IIAY NO" 8E REPRODUCF.O/coPIEe.
OR USEO IH ANY MANNf:K WlTlIOUT IllS wRITHN PEkIlISS10N. IHOIU'IAtlON
IS NOT VALID wlTlIOUT II... llENNETT'S SlGl'ATURS AND EIIBOSEO SEAL ON
A /lASTER FILE COpy OELONGING TO TilE PF.RSOH uS1NG A Cury OF THIS.
3'/l~" concrete slob SxS-\OxIO \'/,wf.
ot' fiber mesh concrele,
Alum.num atlacnmer.\
, I.lEETS niE REOUlREMENTS
~ QW>'TER 1205 sac fm EtJ
2" x 2" or 2"x 3" or 2" s.M.a, posl.
2" . 2"l liS. crqre each side attach to
~I ot'Id cone. occordinq to sCl'ledul.,
NOTE' No (OOlinO required extepl....hen
oround around sfructure os
~ho....n odiocent.
I"ll" O.B.
I 3 - 1/2. Min.
ViS':lVene vapor Porrier under slobs hovinQ
sfrVO:lur. above,
Well compocted cleon fill over socnficc~
notural SOlI,
LAWRENCE
E.
BENNETT
!\ "J/f)
tt! ))/t'L
CIVIL ENGINEER B DEVELOPMENT CONSULTANT
P.O, Box 4368 South Daytona I FI. 32121-4368
Phone no,: (904) 253-9960
SlucCO wtlere
available.
Concre'e lilled block stem wall.
S"x 12" concrete lootln~ wilh I 0..5.
conI. locol. on undl~hxbed natural SOlI,
saG
DRAWN
LWB
12 "
2500ps.i. conc,mln.....ilh 6.S-IOxI0
..elded W,m. or fi~er mesh concrete.
2
RAISED PATIO FOOTING
AL TERNA TE UTILITY 3HED
FRAMIt\(; POST TO CONCRETE DETAIL
SHEET
OF
SEAL
<:::1 . -:. .5~1""'i1F:-:-1
>- .. ! ~ ~~~~. 3 I I ';t. r-;t~
-i I j ~-I. a .~ H! ..'In"l"~
'"'
, -- "~"'r ! . dUH I'~
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, co
, = ~I~ C ilU i .11 p ..
, 0 ;>0
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0 U5 '~nii' ·
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>~>:;.z:~>~-i~
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-iO'>Oc::-i-i ~~
-1-> >_--,..=
O:;"l:;;o3::::!:;i:;;o=",p,:
:-~ C/)~O-i~C/)S53
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