HomeMy WebLinkAbout95-4923
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit N'
4923 J1
DatH
0-~ ? - f :)-
~:v
,/'/ I .L
Property Owner: c/fa./jL'It. . -'1~Y1
Job Address: h / '/.=? C ~ _.:J
Parcell.D. # ,2. - :L h -:;)j _ <=--;- - cJ
,
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Work (Z.,_/l r ~
Radon Gas: ~-- ::l.... 0
NO OCCUPANCY BEFORE C,O,
FINAl_-LO- - 9S
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C,Q. __
Ail work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration # d..
State Certified License#
Permit Fee~
Signature .. _..~ c-c..-A-
Company
Address
Telephone#
Valuation or
Contract Price ~;}:2.0. cTV
.~~-1k_ at~An
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
F'inal
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.
NOTE: CCNTRACTOR SHAU PROVIDE vt:RlnCA TION niA T niE HOST STRUCTURE IS STRUCllJRAlL Y
CC+.IPARA81.E TO ll1E STRUCTURE SHOVtN. (I.tOOllE HCf,lE OR CONVENTIONAL CONSTRUCTION)
PAN ~ rowPOSIlE Pt.NElS- ~ ~
RESlSn\{ SCREws. PANS ANCHOOEO liTH 18
x 1/2" 03/ PAN INTO RECEMNG CHANNEl AND
1 18 x 1/2" 0 RlOGE CJ.P COONEcnoo TO
RE CEMNG 0iANNEl. ro.lPOSllE P ANtlS lf3(
1/.. x (1+1/2") LAG ~WS \lATH 1/.. WAS-{RS
lliR()IJQi RECO'v1NC OiANNEl rROt.I Ti)).
CAULK All WiNECn<m.
HQSl
SmucNRE
CR F AQA
FASTLNER DETmlIN[D
BASED ~ ro.S TRUCTION
~ HOST STRUCTURE
CONNECTION TO HOST STRUCTURE
----- (XTRlJO(D OR BRUil,lWL HEADER
EQUAl TO PAN TIiIO<NESS
'10 x ("t" +1 1/t) VllTH
_____ 1 1/." WASHER 0." O.c. 1ot1N.
~ 3 /lOxl 1/2" SMS PER PAN PANIl
. ~TH 3/.. I'I..\SHER ~
::> 3 ,1Oxl 1/2" 'NA9iER HEADED SCREWS
UPUfT STRAPPING EAOi SlIJO Q.0-425" x 1 1/."
..OBIlE H<M STRAPPING NAliD \lATH lad CCW<JH
3 PER sa: ~ I8d QJN NAIlS 3 PER sa: STRAP
SHAll BE 6" EACH SlOt AN!) COO TIl\lM O\{R
THE STUD MAY USE Sll.tPSOO H-J tM\RJCANE
CliPS CR EQUAL
o YNA B<<. T
NOTE: YllERE 1/2" cox Pl Y'ft()O() IS UstD fRAMING SHAlL BE 0 24. D.C. \,UK.
VI/ NAIL PATTtR.~, PlYWXO TO STUDS lad C().I!.lOO 6" O.c. 0 EDGE
AN!) 12. D.C. fIELD, \flERE 3/16" STRUC11.JRAL THERWAl PlY SIOING
IS USEO fRAMl~G SlW.l. BE 16" O.c. W/ I 1/2" ROCflNC WIlS 0
J" ~ EDGE AND 12" D.C. fIELD
UPUFT STRAPPING DETAIL
2.x _ (XTRUSI~
PER SPAN TABlE
,.,a" EX~
. fINQi~ l.x2"xO.04..
PlA TE TO C(;OCRET[
11TH I/.",a 1/2"
f,lSID;[RS 6" EACH
POST TO BASE AND SlOE ~ POST 2."
POST TO BEAM DETAIL o.c. lWC.
I
2."
L
J 1/2" ," <
I"., '., '. . ,. ..
, .
L 16" I
'1 - -,. .,-,-f.
ANCHOR 11TH HEAOCR ()W.Hl.
.2"x___.
(:[NTERPU~
BEAW ~CT t'
rROII TABlE 2
~
~ t,j1O SPAN 8EAY
>- ~CT L rRG\I
~ TABlE 2
:z::
<.:>
t!
<I'l
5'<!
""
~ fRAllE SHED VI1TH 2"x."
PRESSURE 'fREA TtO PINE PlA TE
~TOWlCRETE'iIITH
1/.. ro.CRETE FASTENERS
. .'-0" D.C.
~ 1.1IO SPAN BEAW
~ ~CT L f'ROY
'" TABlE 2
~
:z::
<.:>
~ 'XlECT BEAW
B ~ TABlE 2
'"
!
~
AI. TERNA TE:
..000 fRAI.IE SHED WI TH t ~."
PRESSURE TREA TI:D PINE
PlATE AHCHffi TO COOCRETE
VI1TH 1/." COOCRETE
FASTENERS 4'-0" O.C.
SHAOlNC TYPE n OCNOlES
IN~ POS T I.IA.X. RO<.f' AREA
SEE TABlE .
~l WAll BEAW SELECT
L ~ TABlE 2
9iAOlNG TYPE I OCNOTI:S
(X~ POST RO<.f' AREA
SEE TABlE .
~T WALL 8EAW SELECT
l rRQi T,6&[ 2
SHAOING TYPE I
SH TABlE.
i W/2 ~
'II
~-J..I
:~
t. r "':'.,.L-.ll
1I/2! 'II ~W/2 + O.H.l
DOUBLE CARPORT 'Ml1-IOUT CENTER POST
DOUBLE CARPORT W1l1-1 C€NTER POST
3" RECEMNG OiANNEl // ~ -SEE ~ ~~
ANQi~ VI1TH 3 EAOi T,6&[ 2
18 $liS PER FOOT"
_ Dn~
/ T~~QW(
J"xJ. nUTI:D POST
'MW'PEO 'III FElT PAPER
3f8"xJ 1/2" oo.T
,., 80 LB, 2500 PSI
COOCRETE PREItIIX
J"x3" BASE
ALUMINUM CON\{NTIONAL CONSTRUCTION
POOCH POST CONNECTION
~ ~/ POORED COOCRETE
D~~
1 W REf[R TO T,6&[ 5
Iscurro fOOTING
HOlE: THE HOST SlRUCTlH \IJST BE WAllE (I ~TlNG ntE Al.l.JVlHJW SlRUCm TO BE AHAOf:D TO THE HOST STROCI\JRt GENWU Y H
CQlOI'IIQM (llliE EXlSTIllG SlRUCTURE 'IlU ROC.\1E H S1R\.IC1\JRES CJ.PABllT'f. 1HE FlUO'IINI WUn<mftjOSl SlRUCTVRES AA[ WAllE
IS ~TIlG H Al.~ STRVCTUllf TO BE AflACI6>;
t. ItASOORY YO.U.s, 2"x ." f'R.I.WE WlSlRUCTIl)lltlUS. PRE E!lCKffiED 't()OO ~S wi A 2"x ~ sua FAOA AIC A TRIJSS 0',{JlH.l.NG (I loP
TO .', AlC/r:/( ATTAOfOT (I TIE AlUYIUI STRVCTURt: TIiR()JGH THE 1. rACIA TO THE TRIJSS BUrrs W/ A IIAXlWII (I .' TRIJSS O\(AHANG.
Z. I.I06ItE H<uES IlmJACTURro AfltR 1984 ~ MT TO H 1984 HIJO STAl()A!lQS ~ lll( AIlCHCQS ARE INTO THE TRIJSS sum
3. CQj~~ NOT CO\mD 1iYJI,( SlW.I. BE RE\OED BY THE [H(HER TO 0ETtRWlt€ THE HOST SlRIJCTIJRE A[)(I)JACY.
4. AU. TRVSS S'iSTO.IS 9W.L HA\( A IU.XlIIJIiI S;M:.m (I 2.. oc.
~ WOOlE HCIIES NOT CCtEalWllG TO THE STAHOAROS ABC\( SHAlL HA J{ A stlF SlJl'PaUINC fRAlj[ AO~T TO THE WOOU HC4ilE 1M l(U (I
C(Hl[CTIllG 10 1HE IlOOlE.
RECEMNG QiANN(L "
i ~E :~LS ,,'" :: ~ I
'" CARRIER BEAloI / ~
~ /.r P<J;' v...:-- -- ~ +
~
~
~
J
2500 PSI wmlE WI
6x6 l'lllilED YIlRE WESH
O\{R Vm:M. BARRIER
RO<.f' PANELS
SEE TABLE 1
SPACE lU.X.
J 1/2" COOCRETE SlAB
SECTION l1-IROUGH Ct-RPORT
/ 2- x ____ 11IO SPAN
BEA" SEE SI1.lPlE SPAN
TABlE 2
, / 3. x r x 0.06' POST
/ 2500 PSI WK:RE TE 'iIITH
616 i'lUDED YIlRE "'ESH
O\{R V~ BARRIER
-1 J 1/2" CONCRETE SlAB
~I
SPACE IIAX.
TAliE-i-- -'
SECTION THROUGH CARPORT
VARIES
s[E C llN(CllOH DETAt
/ 12"x i'AN (SEE CHARTS) lf3( .'11' TO
~cr PAN F~ REQU~D SPAN
SHED IS rRAKD WAlL
I ATTAOiEO TO HOST
S TRUCTURE ~
_j.x2.xO.04.- AlUY.. ~ x ~
2.x.. . 2." O.C. lWSER j ~
STRUCTURAl GRADE Q
THtRl4AL PlY VI1TH S()INC ~ ~
1/2" L-oo.rs F~ 2"x.. ~ :-,;
" PT PlA lE CR CONCRE TE ....
/ ~ 4'-0" o.c.
UPlfT STRAPPING DETAIL
2"~." lUUBER T~ PlATE
'ill TH RO<.f' A80~
NOlE:
l. ANCHOR P A.~ TO HEAOCR 0iANNEl. 'II
J ~ ~ '.'r 'fI1 WA.<'HER
2. .lM}ft.i'< ;, ANS TO RO.1' BEAIIS "1
J 18 x '/2" 'III WASHER
1 ANCH~ PlATE TO CONCRETE n~ wi
3/S" x J 1/2" DYNA oo.rs 0 :I). D.C.
.. SlIJOS TO BE 0 16" D.C. 3. ED<tS
6" Q'4 fIEll) 1 1/." GAl. ROCfING f(AtS
UPlfl S TRAPPING DETAIL
~ FOR f'RON T SEAitl
:z:: USE t'sW/2tOX
~I
~ "WI" VARIES
616-10/10 'rM,t
"
2"x." PIP PlATE
wi J/e:x. 1/2"
ewe. ~
UTILITY SHED AND CAI~PORT WALL SECTION
t -0" 1iIN.
BEfORE SUR
J 1/2" lIlN. CONCRETE (SEE DETAlS)
SECTION THROUGH UTIUTY ROOM
3 lit
"'IN. 2500 PSI ewe. VI1TH 6 x 6 't\UDED \lItRE
<R neER MESH TYPICAl All ~
~ 1 r.> BAR COOT.
e:
DO NO T BlOCK
f1RE EXIT ~\f
O\tRHANG VARlS
8'xlt UlllTY
SHED 2" x ..
~ trkO.C.
~
~
~
2" x ~ T WAlL BEAW
SElECT L rRG\I TABlE 2
USE t' .. '1112 -I- O.H.
".Vi
vARIES
~
J.xJ. nUTEO POST w.x.
HeT.slt fCR 120 YiH
YIlNO Y{loo TV
L vARIES
(SEE TABLE)
SINGLE CARPORT
I I. ,. BAR CQ'4T.
~~,''''~---
I '-
S.
STEEP SlCfE foornG
> l' - Io'
IOTE: fleER I.I{SH CClmTE DC{S
NOT RECMRE 'MRE t.lESH
fl.A T SlCfE / NO fOO 11NG
o - 2"/12"
WOOf:RA TE 51. CfE foo T1NG
2"/12" - l' - to'
SLAB DETAILS ADDRESSING EROSION
SAMPSON
JOB NAME _______________
ADDRESS ..Q]; Ty__Q)L~1:=JJi~__
HERB'S M,H,&Aluminum
-ORAViNGr9ij-~TpERI.4IT ONLY--
. 5/2/95
DAlE ~ CI<<
3/94 <DlWL
9 4 <DlWL
~~ :~~~s
~~ -c Jj~
3C ~~~~I
t3~ ~~Ba~
I... ~ ~-~~
~ 0 ::lIlI;I~
!II:~!~~
..~ ~~~~1i!.l
~g ~~~~~~
~ . i~::>i~-c
~jl ~.~~~~~
~l~ i~~ 'ii
:11 :IHi~
2
::)
~ 0)
2.-
::) a:
..JO
4(l1.
..Ja:
4( 4(
).0
o
a:
~
@,
~>-
~!
~~: ~
~~~i
m~
!i~"'~
o=~~
*ET ,
~
(I 3
OA 1[ fi'[~S CllK
3 94 ctNERAL
9 94 GENERAL
,AJ.UI.tINUI.t COVER
/ (s(E CONNECnoo TO ~JST STRUCTURE)
" 0 I I" WQOO SCREWS WI TH
5/S" WASHERS 3 PER PANn
@ WfTER LEOCER PIER
c!) 2' d" .os T HANCtR EACH (NO
@ 8Rl~ 48. O.c.
HOS T S TRUe l\JR[
DOUBLE CARPORT
SINGlE CARPORT
fRAME ANO ALUIoIINIM
SCR(EN. VINYl. OR GlASS WAlL
SEE DETM.S SEcnON 2 OR ~
w
:
II
II
II
IIO'y{RHANC VARIES
II
A,JJW 2
II
II
tl
tl
II
tl
tl
tl
JI
JI \\4-iEN KNEE
.. U
II 2 I 2 II Rea. PRO."
~---------~----- -
w
W
. _____ HURRICANE ANQ-I~ M) AlTERNATE
STUOS T~ AND BOTT~
t14. T~ Pl.ATE PRESSURE /
TR(A T[D PINE
2"x4. STUOS
5/&"PlYWOOO
r Af::X. Cl'WH
~
TO~T
N
N
~ ~ ~~~~O
~~ n~i-
!lC ~~~~I
i~ ;!:~iag
g ~ 5::a.j>-
l'l:a iji~~
=~ ~~~~~~
..... ~~~ca~~
0"'" "C.~ 3>-
~~ ~~~~!~
~II ;~~I~i
!~j I~M~I
l5~~ ~~~~i~
~
I-
~
>-
2 INTtfNAL L's ~
RECU\11C CHANNEL
21/4" D1AWETER BOlTS
EACH 1~Q[
II
II
II
II
II
II
II
II
II
II
II . .
II 2 12 II
1 fJ-------
r- SHADING DENOT[S 1.tAX. R~ AAEA
fOO COLWNS AND fOOTINGS
J
-'
~
l;}I
~
~
~
l;}I
~
~
4 '10 l 1 '/2" ~S
EAQ-I /<Q[
APPRO',{!) SIOING AS REQUIRf])
1/4. 1 3" BOlTS ~ ~
T -BOl TS INTO CONC.
SlAB 0 24" O.c. w/
I/S.xl 1/2. WASHERS
~
r
s
DETAJLJf ALUl.tlNUI.t B(AI,/
FRAJ.lING iN TO CffiNER (f
'fIQOO f~AJ.I(O UTt!TY SHED
"" llllH (VNllS)
;) 1/2" CONCR!Tt sv.a
NO Tt 1 AU. WALL fRAiilN(; 16" O. C.
(ExCt;pnON: 24" O.c. FOR
'iIQOO ST~GE ROOIol)
2. PIER POST ~ BE ekll TtO
TO SlAB OR CON TlNVOVS
FOOTtR OR HAY( I$OLATtO
CCtiCR! TE F OOTt'~ E....Oi PIER
SEE CE T All.
L
3/a"~" BolT
At. TERNA Tt P T
PINE POST
LEOCER Sl.Jf'f'atT
NOTt: <:tN fER S l'RINCtR R(QlJIRtl) ONlY
if DEP~ r:I CEO< EXCEEDS 10"
. _____ p.r. 2" 1 4"
f'
NOT[; fOR BEAI.t SPAN LENGTH "A" f~
TABU: 2 EQUALS T\1E lARGER ($: A=W ~
A= W/2+0.H.
.~v~
~-
· Sl~E
-
6. 1 6. - 10 x 10 Ww
1/2 r-- 12
KNEE BRAct
KNEE BRAct
TYPICAL WOOD OECK
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
j.13" POST TURN
BOlTED TO
ANQ-I~ RISER
12
..,
1/2-
-2~i;----
S:E TABLE 2 AlUI.tINUlol P!INS
3 18 9IS 'M TH WASHERS
(PER 12. PIIN) OR 4. ole 1.tAX.
6- 1/4. 1 (t + 1) W/ WASHERS
(PER 4' PANEL) s. ole
-----------
2
::>
z
~~
::>a:
..J 0
<0.
....a:
< <
). 0
o
a:
"y('
.W'
2 3/4" 1 2 3/4. 1 2 '/2'
Lcm 1 1/8. TUBlNC
1/4- T~ 1 1 1/2"
- ~E TABlE 3 f~
NU\I8ER (f BOl TS
NOTE: KNEE BRAct:S lIRE REQUIR(I) f POST
IS NOT SU IN COOCRE TE fOOTING.
END VIEW SINGLE CARPORT
f~ 8EAl.I ANO POST SIZING
W&Jl T SCHEDUlES
END VIEW DOUBLE CARPORT (GABLED)
. I.tlNll.tUIoI StiYE SHAlL BE '/2. PER 12. EXC[PT f~
0.026. PANS f~ Vl11ICH T\1E StOPE SHAll BE 3/4.
PER 12" fOO SPANS THAT EXC[EO 12'-Q"
- COlL/I!IN NOT(}fED TO
SUIT, SlOE NOTCH CK
POST IS AllO~
Sl:E TABlE 3 fOR N\.IIoIBER ($ BOlTS
j 1/2. ~CRETE StAB
P~S T TO BEAM
CONNECTION DETAIL
. StCf'E
-
KNEE BRAct
YItlDEO OOMcn~
BASE ANOlOR EIoCBEDMENT
FOR POST TO SlAB CONNECnCt4
'2
1/2 '
1/4.'12" LAG BOlT
2 PER POST
1/4. I 2. LAG BOlT
2 PER POST
- ALUI.lNUU CASTlNG
POST r 1 r 1 0.125. lOxI 1/2'
1/4" I.tASCNRY ANOt~ $-::REWS 3/
2/ POST INTO COOCRETE P')$T 1I1N.
SCREEN RroI 2 0 POST T')> ANO
AND 2'-0" O.c. fl)TTOt.t
L 1..-l
l' J 2. TOP ANO
9JTTC\l PlATE ____
S;R[W 2' Q.C.
~
~...
~~
~L
~~ ~
~....
~~~
'v>~.
i;~!
z~~~
~ 2~~
'.'--- 'X",USlON "'l)~---?
PER SPAN TABLE ~
~ .3-1" ,to SMS INTO SCREW SLOTS
':-'f ANCHOR 1"x2.xO,044" PLATE TO
Ilo\X. WOOD OECK w/ 1/4.x2 1/2" LAG
SCREWS W1llilN 6. Of' EACH SIDE
Of' EACH POST 0 24" D.C. MAX.
s(E TABlE 2
. LARGEST VALUE
POST 2"J2"x0044" (Xl
'/4. I.tA$CNRY ANCl-tOO
2/ POST INTO COOC.
SCREEN ROO4 2 0
POST ANO 2'-0" O.C.
SIDE VIEW SINGlE OR
DOUBLE BAY CARPORT
1")(2" EXTRUSION
3/4" P,T. PLYWOOD
- DOUBLE 2"x6- SIDE PANELS
c!r;. flOORED COOCRE TE
-'1' 4-
o -i
->I. REfER TO TABLE 5
J... L -J(*
ISOlA TED FOOTING
ALUMINUM SCREEN ROOM
UNDER WOOD fRAME PORCH
ALUMINUM CONvrNTIONAL CONSTRUCTION
PORCH POST CONNECT\ON
'.'~~M'.dk~
fOO1lNG PAD fOR ~ POST
WALL TO WOOD DECK DETAIL
~ 'tIl(It ~
(!) If' I 16" I (' coon: P 10
~ eo LIS. 2:'lOO P3 CQI(;JU
~ II:l'Ua1) n
~ 1/(' I 2 1/." OPAIQ)lIUT
2 [AOf PO BA!l
TOP ($ ~ADE
~
I
v~{
I~'l,f(
SEAL
3"13" flU TED POS T
\IlRAPf'(D VI/ m T PAPER
3/8'x3 1/2" BOlT
80 LB. 2500 PSI
CONO\E TE PREl.I\X
3.13. BAS[
t 0 ",AIN
BEf~ 'tci:>E 1.t1N. 2500 PSI COOC. 'MTH 6 1 6 VIUDEO V<<RE
WI"1 00 fiBER IlESH T'r'PICAL. ALL SlABS.
1 15 BAA ron,
11/2" ... ~J_ - ~
NOTE: fl8(R I.tESlf COOCRETE DCtS 8
NOT REoon:E 'MRE I.tESH
flA T St Cf'E / NO fOOTING I.IOOERA TE St Cf'E fOO TING
o - . t/12" 2"/12" - l' - 10'
24.
L
3 1/2" . .
I j . . ;6"' " .~
9iEET ,
JOe NAIolE _____________
ADDRESS _______________
2
SITE? Stil'E foonNG
> I' - 10'
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
-------------------------
DRA'MNG roo ONE PERI.lIT ONl '(
ISOlA TED fOOTER
SLAB DETAilS ADDRESSING EROSION
~ 3
TABlE 4: MAX. RW' AAf.A roo Al.UMWU CARroIT POST
roo AllOWABLE R~ AREA US{ "lR\8IJTAAY AAf.A OVER POSf
EXAMPlE: S/2 .. 7' & '*/2 .. 6', + 2' O.H, " 7'x ~ " AA(A ($ 56 Sf
POST T'l'P( IW. AlLOW. RO<f AREA roo VAAlOOS T'l'P( POST 1M Sf
DESlGN.J.OADSfil{) 'MND \{LOClTY .J.OADS
POST HeT POST \,lAX , WAU<~ 100 UPH 110 t.IPH 120 Ilf'H
3.x_3..o.06O....R<Xl r~ED.. .
12: - 0: ~,200 -260----347-----289------248--------
16 - 0 3,640 182 243 202 m
2'x_tx_0 093. _OO-2"x_3.dlO50' _EXTRUSION.
7' - 9' 6,960 ~S 454 ----387------331--------
12'- o' 4,060 203 270 226 193
3.x-2'x_0.070' .lXTRlJSlON.
8' - 2' 7,100 ---426-----56"7-----'473------456---------
12'- O' 4,970 249 ))1 276 236
3.x_3".o 060. _SCAlL!YED.
1 I' -10. 8,640 ---.32-----~76------480----. -.,1---------
16'- O' 6,120 306 408 340 291
rx_~/x_O.90" ruBE.
II' -10. - 12,960-----648----864-----720------617----------
16'- o' 9,180 459 612 510 437
3.x_3'x 0.12~. ruBE.
13' - 3. - 13,500------675----900-----750------643---------
16'- 0" 8.000 50J 657 556 H6
4.x_4'x 0.12~. ruBE.
15' - 9. - 23,200-----11S-4----I588----129f----lioo-----------
20' - o' 18,430 921 1229 1024 878
. AlLOY 6063 T - 6
II AlLOY 3105 H16
TABlE 5: ISCUTED rOOTINGS
MAXJJ.lUl.l ROOf AAf.A IN Sf roo CARPCRT POST W/ I$CUTED roonNG
roo BUOW LISTED 'MNO II[LOOTY UPlIFT LOADS
FOOn'lG TYPE & SIZE 100 MPH 110 MPH 120 MPH
POORCD COOCRf. TE
l'-O'x 1'-O'X 1'-0" 29 2~ 21
1'-4"X 1'-4"X 1'-4" 86 72 61
1'-6"X 1'-6"X t-O' 163 136 116
1'-S'X l'-s.x t-o. 187 156 '34
1'-S'X 1'-S'X 2'-6" 275 m 196
i -O"X 2' -O"x i -0' 346 288 257
2' -6"X 2' -6.X 2'-6. 463 386 331
PRE-CAST $LAB w/ 80' SACK-cr:ETE t BACl<f'1lL 0V1:R SlAB
1'-4"X 1'-4"X 2'-4. 117 97 56
TABlE 1 MAlClIUW ROCf SPANS fOR ruTE PANEL PROOUCTS INC. OR
5 TRUC ruRAl PANElS. INC.
,'lUI.llN\Jl.I w.lPOSlTE PANElS STANDARD PANEl wi AlUMINUU SHEATHING
3IOS-HI4/H25 AllOY 1.0 I EPS C~ DENSITY
\\mO LOADS
SCREEM ,00 Wf11. ROOI4S. CARPORTS. AND OTHER CffN fllJllOlNGS
3' x O.Olg' NO O.H. I' O.H, t O.H.
100 I.I~ W. LOAD 14' - r 14'-8. 15'-1.
110 IolPH W. LOAD 13'-4' 13'-5. 13'-11.
120 IAPH w. LOAD 12'-4. 12'-6. '2'-11.
3' x 0.024.
100 IAPH W, LOAD
110 t.CPH W. LOAD
IZO I.IPH W. LOAD
3' x 0.032.
100 I.lPH W. LOAD 20'-7. 20'-9. 21'-0" 21'-6"
110 t.CPH W. LOAD lS'-10' IS'-11" 19'-4" 19'-10'
120 IAPH W. LOAD 17-~' 17-6. 17'-10' 18'-6.
D(AO AND UVE LOAD !4NO/OR SNOW lOAD (INClUDES 2 ,/Sf DEAD LOAD)
3. x 0.01g. NO O.H. I' O.H. 2' O.H. J' O.H.
221/S.r, 12'-0" It-Z' 12'-8" 13'-5.
32 , I $I, 10'-0" 10'-9" 10'-9" "'-8'
57 1/ S1, 7-6' 7'-9. 8'-6" 9'-7"
3" x 0024.
22 , I s.r.
32 , / SJ,
57 , / $I.
3" x 0.032'
22 I / $.f.
32 I / SJ.
57 I j $I.
HOST STRIJ~ruRE OR f~aA & SUB-f~ClA COONEcn~ RCOU\RCl.IEtHS r~ VAAIOOS
LOAD cCtlOln~s
TABlE 2: MAX. ROCf' BfAW SPANS fOO CARP<Rrs. SCREEN" \1NYl ROOWS
AND OTHER <nN STRUCruRCS w/ ~QID ROOfS 6063 T-6 AlLOY
LOAD C()Iom~s
'MHO 'vUOClTY LOADS D(AD ... UVE LOADS
GlASS ROC\oIS
HOST STRVClURE 100 t.IPH 110 I.CPH '20 t.IPH 221jSf J21/SF 571/Sf
1. CONCRETE 1/4'xl-I/8' C<lK:RETE SCREWS 0 12' o.C.--u-->2 0 I' O.C.
2. \'KlOO fRAJ.lE 1/4"x2. lAG SCREWS 06. 0.C.--u---u--->2 0 ,. OC.
SCREEN, 'vINYl. AND C~TS
HOST 5TRUCruRE 100 MPH 110 MPH 120 t.CPH 221/Sf J21/Sf 571/Sf
1. CONCRf:Tt: 1/4.tI-1/8' CONCRETE SCREWS 0 12' OC.------>2 0 I' O.C.
2. 1'10OO fRAJ.lE '/4"x't' LAG SCREWS 0 12' 0.C.---uu---->2 0 r O.C.
NOTES; Y.(lOO STRUCTURES SHOULD WJNECT TO TRUSS BUTTS 00 THE sua FAClA
fiWollNG vtiERf; POSSIBlE CM. Y 1~~ r:K SCREWS CA'l BE OOTSlOE THE
TRUSS BUTTS/SUB fAaA ANO THOSE AAf.AS SHALL HAil[ D0081E ANCHORS
rOR CClAPOSlTE PANElS All SCREWS SHAlL HA'o{ MIN. 1 1/4" WASHERS 00
SHAlL BE WASHER HEADED SCREws.
BEAM SIZE NOTE: FOR SPAN "I: ON DRAWING JSE WIDTH "Yf /2 + O.H.
2"x J..o.O'$). 'lilT BEAW EXAMPlE: WIDTH = a'/2 + 2'= 9'
'i!IOTH 100 t.IPH W. L 110 UPIl W. L 120 t.lPH W. L
5' 9'- ). 6'- ~. S'- O.
6' 8' - 5. r - 3' r - 4.
r r - 10. r - ,. 6' - 9.
8' r- 4. 6'- r 6'- 4.
9' EXAMPlE 6'- 10. 6'- }' 5'- 11.
10' 6' - 6' 5'- Ii' 5'- a"
II' 6'- }. 5'- ~. 5'- 5.
12' 5'- 11" ;'- ~. ~'- 2.
2'x 4"x O.05O'x nLT 8EAJ.I
5' '" - Y ---------,oo;:-S;--------9':-9;----------
6' 10'- 3" 9'- ~J. S'-11'
r '1- 6. 8'- ,I. S'- 3.
8' 8'-,," 8'- t r- 9"
9' 6'- 5' r- iI' r- 3.
10' 8'- O. 7- ;: 6'-11'
II' 7' - 7" 6'-1\' 6'- 7"
12' 7- 3" 0- . 6'- 3'
2"x 4"x 0.044'x 0.120' S.1.t 8. ___________.._____________________
5' 14'-10. 13'- S' It-IO.
6' 13' - 6. 12'- 4' 11'- 8"
7 12'- 6. 11'- 5' 10'-10.
8' 11'- 8" 10'- 8' 10'- "
9' '\'- O' 10'- " 9'- 6.
10' 10'- 5" 9'- 6' 9'- O'
,,' 10'- 0" 9'- I" 8'- 7"
12' 9'- 6. 8'- E' S'- 3'
tx ~'x O.05O'x 0.120' S.t.l8. __________________________________
5 '7- 6. 16'- a' 15'- 2'
6' 16'- O' 14'- 7' 13'-10.
r 14'-10' 13'- 6' 12'-10'
8' 13'-10. 12'- r 11'- o'
9' 13'- o. 11'-11" 11'- J'
la' 12'- 1. 11'- 9. 10'- 8"
11' 11'-10" 10'- 9" 10'- J.
12' 11'- ,;. 10'- 4. 9'- 9'
TABlE 1 w.x. ROCf PAN SPANS FOO CARPOOTS, SCREEM &c \1NYl ROC\IS
AlUMlNlNUt.llNOUSlRY STANDARDS AllOY 3105 H-14 &: H-25
PA''4 SIZE FOO PAN SPA'4 USE " "w12 + O.H: Sf.E DRAWlNCS ·
JO"X ltX 0.026" __..NO O.H.____l' O.H._____t 0.H._____3' O.H._
100 IolPH W. LOAD (4'- J. 14'- 5' 14'- 9" 15'- 5.
110 IAPH W. LOAD 12'- 11" 13'- ,. 13'- 6" 14'- 2'
120t.lPHW.LOAD \1'-1\" 12'- I" 11'- 6. 13'- J.
J. O"X 12"X 0.032.
lW t.lPH W. LOAO---ii:~---,6':--B-:---'r:--6'---lr:--6.----------
110 t.lPH VI. LOAD 15'- 0" 15'- 2. 15'- 6' 15'- 1.
120 MPH W. LOAD lJ'-9' 13'-11' 14'-3' 14'-9"
NOTt: STITCHING ($ THE PAN v.t:OOlNG IS RCC~"'ENOED. If STITCHING IS NOT
PROVlD(O wi IS x 1/2' StnWS 0 2' olC THEN REDUCE lliE ABOVE
SPN'olS BY lOX EXAlAPlE; J.O"X 12"X 0026. VII NO O.H SPAN 11'- 3'x
(100~ - 2O%) = 11.25'x 0.80 = 9.0' = 9'- 0.,
MANUfAC11JRERS PROPRIETARY SUPPliES
TABlE I ~AAX. ROOf S'l'Srty SPANS roo ROYAL ALUI.I1NlJY SlJPER PANS US(Q ~
SCR(EN/v'1NYl RQO!.lS ~ ~TS(!YEN BUILDINCS) NO SnTD-lING REOOIRED
PRWUCT PATlIH , 4,918,8985
ALUMIN:Nl'U ALLOY 3105 H-28 MIN:1MoI YIElD 30,000 PSI
PAN $lZE fOR PAN SPA~ tJSE " "W/2 + O.H: SEE DRAWINGS .
WIND LOADS ON !YEN BUIlDINGS SUCH AS SCREENjV1NYl ROC\IS &c CARPOOTS
2.~"X 12";( O.022____JIO O.H._______l' O'H._____-2' O.H.______-3' O.H._
100 f.lPH W. LOAD 16"- 5" 16"- 6' 16'- 10. 17- 4.
110 t.lPH VI. LOAD 14'- 10' 14'- 11. 15'- 3. 15'- 10'
lZO I.IPH W. LOAD 13'- 11' 14'-,' 14'- 5' 15'- O'
2.5.X 12~'( 002S
100 MPH VI. LOAO----'~:-~-:----19~:-O~----19C--40----1~:--~------------
110 t.lPH W. LOAD lr- I' lr- 2. lr- 6. ,~- O.
120 MPH W. LOAD 16'- ,. .6'- 3' i6'- 7" 1r- ,.
2Sx 12"X 0030
100 1w\I'H W. Loii)--' '--;-j':-iO.----.-i9':-,I;--- .-2&----'2o----"i;':-..r------------
lID MPH W. LOAD lr- 11' 18'- O' 18'- 3' :S'- 9"
120 MPH W. LOAD 16'- 10. 17- O. 17- 3' 17- 10'
2Sx 12'X 0.036
100 MPH W. LOAD----21'---7~----i~:--8-:-----21.:',o----2t:--40-----------
110 \.\PH w. LOAD 19'- 6"9'- s' 19'- 1,. '20'- 4.
120 t.cPH w. LOAD '8'- 5. 18'- 6. 18'- 10' 19'- 3'
TABlE 3: MlNlI.lUl.I NUMBlR r:K SCREWS roo CONNECTi~G BEAMS TO UF'RIQiTS
ALUMINUt.I 6063 ALLOY T - 6
2'x 6"x OOSO"x 0.120" S.M.8.
5' 20' -6" -----'r:IO;------,8~--9-;-------------
6' 16'-6' 17'-'. 18'-9'
7' 15' -0' 15'-10' 17 -4'
8' 14'-1. 14'-10' 16'-3.
9' IS -3. 14'-0" 15'-4.
10' 11'-5. 13'-3" 14'-6'
11' 12'-0. 12'-S' 13'-10"
12' 11'-6. 12'-1. lJ'-3'
2'x77"x O.OSO"x 0.120' 5.1.1.8. ___________________________________
19'- I" 17'- :,. 16'- 6"
8' 17-10' 16"- .- 15'- 5'
9' 16'-10' 15'- ." t4'- 6'
10' 15'-11. 14'- f 13' - 9'
11' 12'- 2' 13'-1()" 13'- 2'
12' 14'- 6' 13'- :. 12'- 7'
IS 14'- o' 12'- \.' 11'-10'
14' 13'- 6. 12'- ',. 11'- 4.
tx a'x 0.()70'x 0224. S.I.I.8. ___________~________________________
1 25'-10. 23'- r 22' - 4.
a' 24'- 2" 22'- )' 20'-11'
9' 21' - 9" 20'- J" 19'- 8"
10' 21'- 7" 19'- e. 18'- S-
11' 20'- r 1~ - 9. Ir -to.
12' 19'- B' 18'- C" lr- ,.
13' 18'-11. lr- S' 16"- O'
14' IS'- 3. 16'- a" 15'- 5.
2'x 1"x 0.070.x 02~~_ S~.B. --------25T:"'~---.---24';'"--J-;-----------
8' 26'- r 23'-11. 22'- 8.
9' 24'- 8' 22'- I;' 2t'- 4.
10' 23'- 5" 21'- ~. 20'- 3'
11' 22'- 4" 20'- ~" 19'- 4.
It 21'- 4. 19'- 6' 18' - 6'
1S 20'- 5" IS'- 9" lr- 5"
14' 19'-10. 18'- I' 16'- 9.
lr-6.
14'-a.
11'-5.
17-9'
16'-3.
15'-0'
17-11"
16'~4.
15'-2"
18'-J'
16'-9"
15'-r
BEAIA 51 ZE
2" x 3'
t x 4'
2' x 5.
2' x 6"
2. x 7'
2" x 8"
t x 9"
lAiN. I or SCREWS REOOIRCD
t I 10 x 1/2" OOJ81E *AR
5 , 10 x 1/2' OOJ81E SHEAR
6 I 10 x 1/2' OOJ81E SHEAR
3 , 10 x 1/2. OOJBlE SHEAR
12 I 10 t 1/2. OOJ81E SHEAR
14 , 10 x 1/2' OOJ81E SHEAR
16 I 10 x 1/2' OOJ81E SHEAR
MIN. UPRiCH T SIZE
2' 13'
2' x 3'
2' x 3'
:t x 4'
2' x 4.
t x .'
2' x 5"
14'-10.
12' - 4.
9'-..
14'-8.
12' -2.
9'-1.
15'-3.
It-H!
9'-11"
lr-2'
14'-3.
10'-10.
17' -0'
14'-2.
10'-9"
DA It Rl:VlSICtIS CHI<
9 94
~~z~
~ ~ j~ilg
ii~ g~~lIl~
1Il....~~
~~ ~~~~~
c:i ~ ~~ii5l;:
o Oi-8
~!~ Jl:I!~~
... ~~>-opo;
.~ ~~~~~~
~ ~ ~~~~~~
~<.> . ii~~~~
jf ~ f 1<~~:it)!~
lSi! '5 ~ ;!! (il ~~
!~~ I~Mi~
; ~ ~ ~~~~~~
:2
::)
z
]~
::)0:
""0
-<a.
..JCX
~ ~
>
o
IX
~
@.
3" O.H.
15'-9'
14'-7"
lS-S'
.-.-
18' -9'
Ir-4.
16'-2.
'1
tv '1/,
/e/ffr I
SEAL
15'-10.
13'-7'
10'-11.
:nEET ,
3)
1~-1"
15'-;'
12'-4"
Ci :3
.;:-.;"";;';;.:-7,;J~~~"':,1;,;';-' ~.'.~--'-
-. .-,. . ':"u-,'.:.~~~..;,....'~"...;It;...~.....~,~"'~::-.,'~~r':'~"
('/j, AI? L..e_5
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
~ A Iv\. ( SO /'I.
OWNER
JOB LOCATION Ii) q '\
CAA/\e c)
PARCEL I.D. #
."
..
(JAI<...'SI'Jp -pl{i(/(,
SHOW ALL EXISTING & PROPOSED STRUcrlJRES GIVING DIHEHSIOHS & SBTBACKS.
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
b
\1>
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
\A
~ ~
i \j
~~
~
J
-- '>(
i""
~ " ~
x. ~
~ R ~
o ...... ~ "-
~ ""
~
~
......Cli
<><J
~
~
~
"-->
'-
~
'J
< &
~ -'/"-
.I
~
-
t-
'j
~
~
~
FRONT PROPERTY LINE
(NOTE EXAMPLES 1 & 2)
STREET
T:.AMP~
1. SETBACKS FOR R1, R2 ZONING
60'
10'
p E-
R X
0 I
10' p S 10'
0 T
S :I
E N
D G
20'
FROH"l" PROPERTY LIRE
1 0'
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 ' DUPLEX
1 0'
FROIft" PROPBRTY LINE
,
.
HER B 's MOBILE HOME AND ALUMINUM SERVICE
39215 Lizabeth Circle
ZEPHYRHILLS, FLORIDA 33540
TELEPHONE (813) 782-7199 OR (904) 567-9832
AGREEMENT
WITH:c4-1.ftL-e.( ~,,)A-"1 F~c ,...(. DATE: k1A'j <I /qqr.
STREET: bJ t{ 3 C- "'T /V1 e.n JOB NAME: rJ AMp. ~ 0 1'-(
CITY:ZIP:7.e,;41f:- ili II r :; ~4 JOB LOCATION: 6'A.1<5'~,., "'1 ". Ft'f.n/<-.
TELEPHONE: _ __ - ') ~ __ TELEPHONE: ~M.-1 e .
THIS AGREEMENT MADE THIS f DAY OF /-1 Aj 1995" BETWEEN
HERB I S MOBILE HOME AND ALUMINUM SERVICE AND ~,q no' L -t> r SA..I'YJ PSGI'( ,
ASSURES THAT THE ABOVE NAMED COMPANY IS RESPONSIBLE TO ASSEMBLE
AND INSTALL COMPLETE THE FOLLOWING ITEMS:
.I AI5'/:-4 L / C' ~ If PC) ~( 0 N <;' I ;p P 0 F ,A.1 0 rs I f~ )....) 0 #, ~ .
1'"2-)( ~d. ".1) (]}L .U"-j.4;(O~,/T :3 \L ~ )?"..s -, ~ -J.:!> "~~A fl,,_
A-,<(C4h of1.4J,f) /6 C~ l'{ ~ p-e-r-~ LL> ( I Tp 1/I._d a 1-= PA f./. \.
51~~ ;-::/{;" ;;~\<?c::~~;':i'Js~,'/J1 a7~ ~ ~t-7
ALL MATERIALS REMAIN THE PROPERTY OF THE CONTRACTOR UNTIL
PAID FOR IN FULL. ALL JOBS MINIMUM 50% DOWN UNLESS ARRANGED
WITH CONTRACTOR BEFORE SIGNING. ALL MATERIALS REMOVED FROM
JOB BECOMES PROPERTY OF CONTRACTOR. THE CONTRACTOR WILL NOT
BE RESPONSIBLE FOR ANY:
ACCIDENTS OR OTHER CAUSES BEYOND HIS REASONABLE CONTROL.
THIS SHALL CONSTITUTE THE ENTIRE CONTRACT. ANY WORK OTHER THAN
SPECIFIED ABOVE SHALL BE EXTRA ABOVE THE CONTRACT PRICE.
WE PROPOSE HEREBY TO FURNISH MATERIAL AND LABOR COMPLETE
ACCORDANCE WITH THE ABOVE SPECIFICATIONS, FOR THE SUM OF
l':2...IIJ.1'1tt f'LIJfJ &IYC.uv~{~c. ~JI.{C~!4='l>.RS $ /:;l...:2,t'J/ f,(1 ,
THE HOMEOWNER AGREES TO PAY FOR THE BUILDING PERMIT $
PAYMENT TO BE MADE AS FOLLOWS 50% DOWN
WITH BALANCE TO BE PAID UPON COMPLETION OF WORK $
ACCEPTANCE OF CONTRACT AND THE ABOVE PRICES, SPECIFICATIONS
AND CONDITION& ARE SATISAFACTORY AND ARE HEREBY ACCEPTED. YOU
ARE AUTHORIZED TO DO THE WORK AS SPECIFIED. PAYMENT WILL BE
MADE AS OUTLINED ABOVE. PLEASE READ THIS CONTRACT OVER
CAREFULLY.
DATE OF ACCEP;AN?E ,~!1 = 1,994
SIGNATURE {itiA!t ~C'-"~ ~-N{J
SIGNATURE
r~T
I:i
1:1
1.1
Ii
,
H l:.~BS. ALv~l\,
VAWi;rnDN: /2.2-0 . .
,
E,uLU'>IN& I Z5~ cO
a.&L17l. \(.., rJ /It
~ N!tt
f\\~tW1LAL--, f'J1p,
6\JBto "fit L- Z~~ E> (;)
U~rl rJ/(1
70 TA-l- ; '2- c;. .;> U
S&.J ~
WA!T~
lV\6:rtA
1(; 1ft L
....
6( \ f1: L- \\/1Al is
01, F-f; OTIt1iJL
LcNNI2Ln~ F~
tlA
I
I ~A-~W 6tts
5'20 c -SfL ~ S. 2-0
tr\~6PDa.:rm7OfJ IMmu fi;:J;-s
N/tt
-r.;-iAL ? U, 2 u
APPLICAnON FOR PERKIT
CITY OF ZEPIIDUIILLS
BUILDING DEPARTHENT
./.'......'~...""~m".."'~;~.'~'_:.,... __ S--Q~-
. '- ~y ~ j,
'..../
OWNER'S NAHE C A. Ad'( L ~-S S A/''''l F So r-< PHONE L;-~ - '} J-d <f
OWIJER'S ADDRESS ~/~....~ CA-/Vl e d C' Ai'; S/;#~ T:./Cf/i/.eL PA R./(,
JOB ADDRESS r t q.3 rANI l!" C). '- () -4 1'(' s ~ ~ ~ I~ R /1 .
LEGAL DESCRIPTIOIi: LOT(S) r/~,5 .
PARCEL LD.'
BLOClL--SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:~ew Construction ~ition --Alteration -..Jlepair _Install
_Sign
--Jove
---Peaolish
PROPOSED USE: _Siogle Faaily
---.Jf./F _' of Units ---.Jf./H
_eo..ercial
_Indust. _Swia. Pool _Other
Restaurant II: Health Departaent Approval
DESCRIPnOIl OF WORK: / #~7;,-~~ CA~ f'(Jrz..T
BUILDING SIZE: 7.3 X 4'a ) <"'7-U Square Feet,
1:1 X 1a:
I
Jr Height
RESIDENTIAL: ATTACH (2) PLOT PLAIIS II: (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COItMERCIAL: ATTACH (3) SETS OF BUILDING PLANS II: (1) SET ElfERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL HEW COIISTRUCTION.
-AJUILDING
$
PERMITS REOUESTED
I 2- to. a d Valuation of Total Construction
-- ELEcrJlICAL
~ AIIP Service
- Florida Power Corp.
W.R.E.C.
~CAL
PLUHBIIIG
$
r----
Valuation of Hecbanical Installation
..-- GAS
- ROOFING
----- SPECIALTY
TYPE 9F CORSTIlUCTIOIi: _Block _Fraae _Steel
"'t L {j A-1 Other
FIIIISBED PI.OOlt ELEVAnOIlS:
FT.
IS PROJECT III FLOOD ZOO AREA?
******************************************
YES NO
CONTRACTOR SECTION
BMJ.DRR
. Signatur- GL l:s<f
. (
COHPANY /-1 f!./LJ7.. <' A '- V N1.
/ State Cert. or Regist. . R "X (/ (J ~(/ R / '/,
~ ~ " City License Registration I. z-.
******************************************
R'{.RCTRICIO
COMPANY
State Cert. or Regist. I.
City License Registration ,
******************************************
Simullture
PLDNRRR
COMPARY
State Cert. or Regist. .
City License Registration I.
******************************************
Signature
IlECllMlICAL
COMPAIfY
State Cert. or Regist. ,
City License Registration f
******************************************
Signature
OTRRR r'.... '-"';"',':-:", "> . SI
.~._~
,
COMPANY
State Cert. or Regist. I.
City Liceqse Registration "
*********************-***************
Signat~e
APPLICATION APPROVED BY
J-ERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS .
!be undersigned understands that tbis perlit lilY be subject to Ideed restrictions. whieb lilY be lOre restrictive than City
regulations. !he undersigned assUIeB responsibility for cmpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired a contractor or contractors to undertake IIOrk, tbey lilY be required to be licensed in accordance with
state and local regulations. If tbe contractor is not licensed as required by lu, botb the mmer ~d contractor Iilr be
cited for a aisdeleanor violation under state law. If the mmer or intended contractor are uncertain as to "hat licensing
reguireaents lilY apply for the intended work, they are advised to CQJltact the City of Zephyrhills Building Departaent, (813)
788-6611.
Furtberaore, if the OIRler has hired a contractor or contractors, be is advised to have the contractor(s) sign portions of tbe
IContractor Sectionsl of this application for wbieb they "ill be responsible. If you, as the OIIIler sign as tbe contractor,
you are indicating that you, ratber than the contractor, are responsible for the work. If the contractor "ishes you to sign
as contractor that lilY be an indication that be is not properly licensed and is not entitled to pertitting pdvileges in the
City of Zephyrbills.
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 IPlorida's construction Lien Law - BaIeoImer's Protection
Guide" prepared by the Florida Departlent of Agriculture and Consuaer Affairs. If the applicant is soaeona otber than tbe
IImmerll, I certify that I have obtained a copy of the above described docuaent and promse in good faith to deliver it to the
"OIfI1erl prior to cOIIIIlceaent.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all tbe infOrlation in this application is accurate and that all work will be done in ClJIpliance witb all
applicable Ian regulating construction, lOlling, and land developlellt.
Application is hereby aade to obtain a perait to do work and installation as indicated. I certify that no work or
installation has CDlenCed prior to issuance of a perlit and that all work will be perfomed to aeet standards of allla1rs
regulating construction, City codes, zoning regulations, and land develOplBl1t regulations in the jurisdiction. I also
certify that I understand that tbe regulations of otber gOYeIDlleDtal agencies lilY apply to tbe intended wort, and that it is
If responsibility to identify what actions I lUSt take to be in cmpliance. Sueb agencies include but are not lilited to:
t Depart:lent of Bnvironaental Regulation - Cypress Bayheads, Wetland Areas and Bnvironaentally Sensitive Lands,
lIater /IIaste1rater 'I'reatlent
t Southwest Florida lIater Manag8l8llt District - lIells, Cypress Bayheads, lIetland Areas, Altering lIatercourses
t !ray Corps of Engineers - Seawalls, Docks, lavigable Waterways
t Departaent of Healtb i Rehabilitative Services, InvirOJlleDtal Healtb Unit - Vells, Vastewater '1'reatlent, Septic 'I'ants
t US Bnvironaental Protection Agency - Asbestos abateaent
I also certify that, if fill aaterial is to be used in Flood Zone IIAI or IIA,etc. I, it is understood that a drainaqe plan -
addressing a llcoapensating voluaell will be suhlitted whieb is prepared by a professional engineer registered in the State of
Florida prior to perait issuance.
A ~it issued shall be construed to be a license to proceed witb tbe IIOrk and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perait prevent the Building Official frol tbereafter .
requiring a correction of errors in plans, construction, or violations of any code. Ivery perait issued shall becme invalid
unless tbe work authorized by sueb perait is co.enced witbin sillOntbs of issuance, or if work authorized by tbe perait is
suspended or abandoned for a period of six IODtbs after tbe tile the work is co.enced. One gO day stension of tile, lilY be
allOlfed for tbe perait witb fee charge of $15.00. '1'be stension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during eaeb sillOllth period, or the project will be considered abancloned.
WARlIIG '1'0 omR: YOUR FAILURE '1'0 RECORD A IO'I'ICE OF aJlMDCEIIm MAY RESOL'I' II YOUR PAYlIe; niCE FOR DlPlJVlllD!S '1'0 YOUR
PROPBR'1'Y. IF YOU IIDHD '1'0 OBtW FIJlAKCIIG, COXSUL'I' VI'1'H YOUR LODER OR AI A'1"1'ORIBY BEFORE RBCORDIIG YOOR IOrICE OP
COIIMEICIME1f'1'. JOBS UlDIR $2,500 II VALUE 00 10'1' lIED '1'0 RECORD AID POS'I' A ulO'I'ICE OF COHMIICBIID'1'u.
(7~~~~~~
SIGHA'l'URI: omR
~M {!,~.
S : COIl!llAC'l'OR
S'I'A'I'B OF FLORIDA A
COUIfY OF /15 C-o
The foregoing instrument was acknowledged
before me this fY}19y Y , 19~ by
Mr
who is personally known to me or who has
produced 12 R {1l ~n.. s.. Lie e.N <:. ..(! f~A
as identification and who did/did not
take an ~"'t.f? ~
~l;ature)
.. O~L. /1/.lst{
(Name ed, Printed or Stamped)
NOTARY PUBLIC
...F~" OFFICIAL SEAL
l~\ GLADYS L. BUSH
: I My Commission Expires
';. ! Oct. 7. 1996
"'SOF~.. Comm. No. CC 234022
..........1ll.