HomeMy WebLinkAbout96-5502
BUILDING PERMIT-
CITY OF ZEPHYRHILLS Permit ]I!
(813) 788-6611
'~-5502 L3
Date!
/ - ~-96
---~
GUILD~Y
P,"porty Owne, ~:'o~
Job Address: '/ J> --3 _ (~
Parcell.D. #
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
~
Water Meter:
T.I.F.'s:
Zoning:
Description of Work
Energy~. ~:Gas:
uX 7 .~7 ~ /~V1
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
DATE
Inspector
City License Registration #
State Certified License#
JY.3
Permit Fee
Signature
Company
Address
Telephone#
~~
~~~
Valuation or ,..,
Contract Price J /--S',. cY"-D
'7cf'~- ~61b
~(J (7/~-,~-
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
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.
Compressor
Final
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.
APPLICAnON FOR PERKIT
CITY OF ZEPIIYIUIlLLS
BUILDING DEPAR'l'HENT
OWNER'S IWIE ED DI1{.//S
OWNER'S ADDRESS 4R J () S tl2 ,"J /VA,)'€ .sr
JOB ADDRESS .s 1'1/Yl.E-
PHONE 7) S"-t)CJX
LEGAL DESClUP'llON: LOT(S)
BLOCK
SUBDIVISION
PARCEL LD.' COBTAl;N FROM PROPERTY TAX NOTICE)
WORK PROPOSED: v-liew Coastruction ~itiOD --Alteration ~pair _Install
~ign
---lIove
---PeIIolish
PROPOSED USE: ~iDg1e Faaily
--1l/F _, of Units -If./H
_ec-ercial
_Indust. _Swia. Pool _Other
Restaurant &: Health Departaent Approval
DESCRll"l'IOII OF WORK:
71t>o ..s ~ 70 S h'-E 0 ,
BUILDING SIZE: ...f" X 9'. -2/
Square Feet. g'
Height
RESlDEIITIAL: ATTACII (2) PLOT PLAIIS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS.
COHHERCIAL: ATrACII (3) SETS OF BUILDING PLANS & (1) SET ENERGY FOBHS.
PROPERTY SU.RVEY REQUIRED FOR ALL NEW COIISTRUCTION.
PERMITS REQUESTED
V'BUILDING
$ 27S-:Do
Valuatio~ of Total Construction
RT .RCJ'RI.CAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---1IECIWIICAL
$
Valuation of Hechanica1 Installation
~UHBDiG GAS ROOFIIIG
TYPE 9F COIfST.RUC'fiON: __..Block ~Fraae _Steel
SPECIALTY
Other
FDrrSBBD FLOOB. ELEVAnOIlS:
Fl.
IS PROJEct I.N FLOOD ZONE AREA?
YES NO
..........................................
Signature
CONTRACTOR SECTI.ON
mtlPAIIY liCE I9L U /"'.
/J /1/ L.-- I .. State Cert. or Regist. , C.RLt:>Jt/~.po
0I~~ City License Registration' c:?.3
..........................................
BlnI.DRR
RT .RCTRICI.AH
COHPAIIY .
State Cert. or Regist. ,
City License Registration',
..........................................
SilmAture
PLUMBER
COHPANY
State Cert. or Regist. ,
City License .Registration ,
..........................................
--
Signature
HEClWfICA:(. COMPANY
State Cert. or Regist. ,
Signature City License Registration .
..........................................
OTRRR COHPAIIY
------.., State Cert. or Regist. ,
Signature City License Registration ,
..........................................
APPLICATION APPBOVBD BY PERKIT OFFICER.
, .
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
the undersigned understands that this perlit JaY be subject to 'deed restrictions' wbich JaY be lOre restrictive than City
regulations. fbe undersigned a&8UIeB responsibility for coapliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the 0lIIJler bas hired a contractor or contractors to undertake IIOrk, they JaY be required to be licensed in accordance with
state and local regulationa. If the contractor is not licenaed as required by law, both the owner and contractor JaY be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requ1reJents laY apply for the intended "Prt, they are advised to contact the City of Zepbyrhills Building DepartJent, (813)
788-6611,
Furtberlore, if the owner bas bired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the .
'Contractor Sections' of this applicatioo for wbich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor "isbes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of 'Florida's Construction Lien Law - lIoIeoImer's Protection
Guide' prepared by the Plorida DepartJent of Agriculture and ConsUIeI Affairs. If the applicant is lKIIeOIl8 other than the
'owner', I certify that I have obtained a copy of the above described docUJellt and promse in good faith to deliver it to the
'owner' prior to cmleDCeJeIlt. .
E. CONTRACTOR' S/OWNER I S AFFIDAVIT
I certify that all the infOIlatioo in this application is accurate and that all wort ,ill be done in COIpliance ,ith all
applicable laws regulating construction, loning,. and land developleDt.
Application is hereby Jade to obtain a peIJit to do work and iDsWlation as indicated. I certify that DO IIOrt or
installation has a.-enced prior to issuance of a peIIIit and that allllOrt will be perfOIJed to _t ataDdarda of all laws
regulating construction, City codes, loning regulations, and land develOpleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveruenW agencies laY apply to the intended IIOrt, and that it is
IY responsibility to identify what actions I lust take to be in COIpliance. Such agencies include but are not lilited to:
t Departlent of Environaental Regulation - Cypress Baybeads, Wetland Areas and InvironaenWly Sensitive Landa,
Water/Wastewater 'freatlent
t Southwest Plorida lIater HanagMeDt District - lIells, Cypress Baybead8, lIetland Areas, Altering Watercourses
I AIIY Corps of Engineers - Seawalls, Docks, Kavigable Waterways
t DepartJent of Health' Rehabilitative Services, BnviroDlental Health Unit - Wells, Wastewater 'l'reatlent, Septic tanks
I US BnvirODJel1tal Protection Agency - Asbestos abateJellt
I also certify that, if filllaterial is to be used in Flood Zone 'A' or 'A, etc. " it is understood that a drainage plan
addressing a 'coapensating volUJe' "ill be sublitted "hich is prepared by a professional engineer registered in the State of
Florida prior to petlit issuance.
A ~it issued shall be construed to be a license to proceed ,ith the WIt and not as authority to violate, cancel alter, or
set aside any provisions of the technical coclea, nor aball issuance of a perait prevent the Building Official frOl thereafter
requirirlg a correction of errors in plans, construction, or violations of any code. Ivery perlit issued sball beCOll! invalid
unless tbe wrk authoriled by such peIlit is ~ced "ithin slllODtha of i88uaDCe, or if wort authoriled by the petlit is
suspended or abandoned for a period of WlODths after the tile the 1IOIk is ~ced. ODe 90 day l!Itension of tile, laY be
allowed for the peIJit with fee charge of $15.00. '!'be l!Itension shall be requested in writing to the Building Official. An
approved inspection ..t be logged during each WlODth period, or the project will be considered abandoned.
IlARJfING '1'0 (MID: YOUR PAILDRB '1'0 RECORD A 10'l'lCE 0' aIIIIDCEIIBI'I' MlY RBSUL'I' II YOUR PAYlRG 'l'lfICK FOR DIPROVIMII'I'S '1'0 YOUR
PROPER'I'Y. IP YOU mIlD '1'0 OBfW PIUKCIIG, COISUL'I' WIU YOUR LDDBR OR All A'I"I'08JIBY BEPORB RICORDIHG YOUR KO'I'ICE OP
COHMEICIlHIK'I'. JOBS UKDBR '2,500 III VALDI DO 110'1' KIBD '1'0 RECORD AND POST A 'RO'I'ICK OP aJlMEHCBHBII'I".
SIW~:' s~J
S'I'A'I'E OF PLORIDA
coum OP J'Ast7 0
The foregoing instrument was acknowledged
before me tbiS.JA.Aldty If, 19~ by
JJ. t-b::-iGI at ~J1::>
who is personally known to me or who has
produced '
as identification and who did/did not
~9-3.o-r~
(Signature) .
~~A71.j U?JiZ AJ .;r. 13 RtJ rJlJ
(Rame'Typed, Printed or Stamped)
ROTARY PUBLIC
S'I'A1'E 0' FLORIDA 14.
coum OF JJ. s e--D
The foregoing instrument ~as acknowledged
before me this ~t41eY 'I ' 19tf ~ by
.
AI-BE:/<.T ~/ HMoS
who is ~erSOnallY known to 118 or who has
produce
as identification and who did/did not
take~~,J p >b.~
(Signature)
KAm~JJ .;..;r. BRt1kJAl
(Rame Typed, Printed or Stuped)
ROTARY PUBLIC
, :\,,\\y "II(I(
..<:':fi ~
*.*
~ !It
'I, ~
tOF ,\of)'"
KATHLEEN J BROWN
My Commlnlon CC449029
Expltes Apr. 02. 1999
Bonded by NFNU
800-224-8368
~....y "11(1/
~b~
*ij*
'" !It
';. .~
~tllff"'"
KATHLEEN J BROWN
My cornminlon CC449029
Expires Apr. 02.1999
EIortded by NFNU
800-224-8388
3854.5 Ralm Grove Drive
Zeph'/rh/lls, Florida 33540
ACE
ALUMINUM
t
Job No.
Phone: (813) 782-2616
o
SOLD TO
ADDRE:SS
SHIPTI)
DATE,.
PHONE:
C/L J)UlAdJ
71 F J D .5 ""~#,-,/,-./~
~'<1 rt"rJ PDr/(
,
Sf
71:/'- ()()Ju
o
.,;, I ...5 /I J eX!
--=~ (' /
- !" A; 'IV' /;>,..1 ,J/7L //nll ,.,.... J~ -r-
~{I {~ rOi''L
., ...c / /I .;- /141* :f-.n L ~ ('o---c..- ...f'/h.C <-
~~:""r(.h -
-
;" /0 ' f 10..... c...~
II..... _
-.
l ..,y' ~-;
--1... -
-.,'. t:.P'~vd
-, /-r'Av-"'-- ~~./ /.J~"-
_..
-.,.
_...
-,
_....
-,..
-,.
_..
_.
--
.
-,
-.
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE ]7). CJO
INSTALLERS IN FUll ON COMPLETION DEPOSIT
o
~:L-.L~ O~ 2 d..~
hp. CUStomers Sianature
BALANCE C.O.D.
.. .
',..., ~',<(.,:~ '..
:ilTP. \'I.kN
,(IU!SlDJ!.NTUL usa nUL,{~
1'/dICEI. 1,1:.
'-
-.~; F.l;
'1).11'
lUll.;
suuu
UL.Ul.:I~
l..llT
l'll()I'I~lln' 111:J\SUlll::J11::tfr
.S-S'?<4?
- .,
.J/~~~r
J -.5,- 94
l: lJ II ill':1 rr u \.t Il!.n~
p[J !?.AVIS
\)/1'1'1::
1 11 I. "c-un.o ~c.l', tor nil nAccQla or loti tivu Acru# or l~~u,
Jd 1 llrawll,a:a a \Q. .,u"... .. .. _ . _,'
/l"",-?' /C) <.
It? ;lV:./ ~-
~~
I
(p'
.If\
t
s '
rv'-\ \\\);)~ ~ /0 '-7
. ~~ 1
~/J. '--7
'it'
1
/0 ~
.t
~J"3o
SI1Z/J;v;,/~ s~
SIIOW /\L.l. EXLS'l'lNC /\liD rnOrOSEIJ S'rnUCTUR.ES CIVlliC DIt1J!.tfSIOH:l AND SU1'J1ACts, I.L.~: ,~. 11 III 1 C/I T1~
MiY UOU! l~~ (Jf. WhTf.Jl AHP RO,wWhYS (lNCl-UDINC NNiES) ADJhCl~'r TO 'I'1I~ 1'1I0PEIl'l'Y, .1tIU1CII'f~
T"~: $14'.1"" YEJ\U. ~U, HN1e Of ,hOt:tI.E, SUCH AS 111 X (jO'. 19Q\, fLEET'riOOU.
~ II .. EA S "HENl 5". .. R.lCIIT-OF -Wt. y" und ~'J URU 0 l CTlONAL L lllES ", .;., II C b. . how. 0 II . U . J<. P I all..
UO tlOl' f.: ICR04CII INTO, ANY EASEMENT WITIIA S'fRUCTURE
1I0u~t 'OUUQUCTION
, , Hh': ,-'...
. . ~ . . .
.....&01'.1
....~1I1L.( 1I0hU: :it fLIP I
. """'1'.' .,,' ,
PIlOPOSEO AODITIO~
".~l:, I'. 't'
.:; t ~.' ...... -. "&".Wft,'t,--. . ....,.
'/lr}..:i I ...J,. ,'." I W ,
, J
.
.
..
u
..
. . ....... '. .. . .. j' <t.~.
. '. . · .' . . 4Q'
.~~~. .,,. ~~.t"~"IO'" :(~!~~.ji ~l{~ l:'f.. ',I,,tI;i(:~Q...:i:,,,,;;, 0: ,,' .,
.~. '... ~lr: . . '.. .... ':J. ..".. .. . . .
&0' i ..41. _ :; .
{I.., g _. Q . ~
" II, Q lahll". I,' - -, IS' ,-: t.loll... ,-
- - h.... ~ ,:.. .- ~ ,..... _
1. ~ - ~ IJ~ ;
~ .. r ..
--
" ,g'
,g'
"" J
.
.Q'
ao.o .u..,
10.0 10;
110&0 "....(
.
s I " "p \:\ : r Il
. "
~
~
c
'\
)J -E-- ~~ ~
..J:-
,
"-
""
r-,.
""
-fl
~i
1: - ~
~ ~J~
-
l' ·
-01
. I
*: ~
w '0
'-J) I ~'- -s._
~_.......~
~
~
~
~~
\) II\.
~ ~ ,g '\
~ ';;\:h ~
w~~ ~ .1' I
~ ~ \'--'J
~~\l1~~1
~~b::t- I I
.0"\ }),. ~ ~ ...v ~
~ 4 "'\.";
1 0-- ~ ~ '\ ..C>
'- I 'i '"
Ov~'t G; ~
~~ ~
~"v
t:, '"
~
......
('
,- OQ ---;>
~
I
I
I
~I
I
I
l
I
I
~
f"T\
~
~
-
"<t---- ':l
~
~
~
t
- - ~- ~
.;.
.....
,~
~
~t1\
'\ ~
v...
lI) :j
~ ~
~ ~
~ ~
{: ~
\'\ ~,
rr
'"I
~
~
'..
~
f-l\
\
A T'f ACHED ALUMilNlUM COVERS
SEE CONNECTION DETAIL (PAGE 6-13)'
2" 4" LUMBER TOP PLATE WITH ROOF
/X
"-
l.J1
':::)
J.:
1...i.J
.. J
OJ
I......
.q-
N
@
2" x 2" x 0.044" ALUMINUM OR
2" x 4" @ 24" O,C. LUMBER
1~.)
V)
o
=>
l-
V)
".q-
x
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
I'u
,,',
;...
1...i.J
N
2" x 4" P. T.P, PLATE WITH 3/8"x4 1 /2"
CONCRETE ANCHORS
~--------------~
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL (PAGE 6-13)
.-
Ld
o
1
12" x PAN (SEE CHARTS) USE 'w'
,SELECT PAN FOR REQUIRED SPAN
Cj
"W," VARIES
FOR FRONT BEAM USE 'L'=W/2+0,H.
2" x 2" x 0.044" ALUMINUM OR
2" x 4" @ 24" O,C. LUMBER
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
SHED IS FRAMED WALL ATTACHED TO
HOST STRUCTURE
1/2" L-BOLTS FOR 2" x 4" P.T. PLATE
OR CONCRETE ANCHORS @ 4'-0" O,C.
l....J
-I
UI
<,::'
l"
l.);
Ll.I
/
/
---------------
1,j'J TES:
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
I. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M,S. W/ WASHER.
:> ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S. W/ WASHER.
ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS,
t ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT
!b@Wll@[ji)@@ [go ffi@ooou@QQg [0o~o
CIVIL ENGINEER AND DEVELOPMENT CONSULTANT
P.O, SOX 4368 S. DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 76';1--6556
(S) COPYRIGHT. 1995
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, SENNETT. P.E.
SECTION: :3
PAGE: 3b~~3
-43-
A TT ACHED ALUM~NUM COVERS
F f,. TEN ED DETERMINED
BA :;[D ON COr\jSTRUCTlm~
Of-- ,'OST STRUCTURE
HOST
STRUCTURE
OR FASCIA
/
~
PAN OR COMPOSITE Pi;NELS.
USE CORROSION RESISTIVE SCREWS, PANS
ANCHORED W/ #lOX1/2" @ 3/PAN INTO
RECEIVING CHANNEL MJD 1 #lOx1/2" @
RIDGE CAP CONNECTIOI\! TO RECEIVING
CHANNEL. COMPOSITE PANELS USE
1/4"x t+1/2" WITH 1/4" WASHERS SCREW
THROUGH RECEIVING CHANNEL FROM TOP
CAULK ALL CONNECTIONS.
---/
COj[\JECTION REQUIRED
(S[E DETAIL)
~
EXTRUDED OR BREAKMETAL HEADER
0.032" MIN.
CONNECTION TO HOST STRUCTURE
HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS
LJAD CONDITIONS LOAD CONDITIONS
WIND VELOCITY LOADS DEAD + LIVE LOADS
C./\SS ROOMS
110ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32;FlSF 57#/SF
I. CONCRETE 1/4"x1-1/8" <:ONCRETE SCREWS @ 12" 0,C.------>2 @ l' O.C,
) WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------>2 @ 1" O.C.
S.:F~EEN. VINYL. AND CARPORTS
~8ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF
I. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O,C.
) WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.------------>2 @ l' O.C,
~JTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE
TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS
ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-'1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS.
PLATE TO BE SAME WALL
Tl-ICKNESS AS BEAM
PLATE CAN BE INSIDE OR
Ol TSIDE BEAM OR LAP CUT
BE AM SPLICE SHALL BE MIN.
OF d-1/2" HEIGHT AND
2(j--1/2") IN LENGTH
MI,I. SCREWS PER SPLICE
TCTAL / SIDE OF SPLICE
2" :< 4" 4 /; 2
2" x 5" 4 2
2" x 6" 4 ;/ 2
2" x 7" 6:3
2" ;< 8" 8 / 4
2" x 9" 10 / 5
'../
SPLICE TO BE LOCATED 1/4 TO 1/3
BEAM SPAN AND STAGGERED EACH
SIDE OF SELF MATING BEAM
1" MAX.
d=HEIGHT OF BEAM
1" MAX.
DENOTES SCREW PATTERN
NOT NUMBER OF SCREWS
TYPICAL BEAM SPLICE DETAIL
[1@W[?@(fi)@@ [30 W@(fi)(fi)@naf) [;)D~O
CIVIL ENGINEER AND DEVELOPMENT CON'::;UL TANT
P,O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368
PHONE: (904) 767-4774
FAX: (904) 767-6556
.J
@ C:'JPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERMISSION FROM LAWRENCE E, BENNETT, P,E.
SECTION: :3
PAGE: (1j)~i13
-46-