HomeMy WebLinkAbout96-5559
BUILDING PERMIT-.
CITY OF ZEPHYRHILLS Permit N!
(813) 788-6611
-;-555~,&
Date ;-3o-9{?
Property Owner:
Job Address:
Parcel 1.0. #
~ P~ ~werconn
9;;1 &Acf:~~z;.l ~h4<) ~~:::::.:,
IO-~~,.-~/-/-77
Zoning:
Description of Work
~~~~Q~)
FINAL
NO OCCUPANCY BEFORE C,O.
DATE
Complete Plans. Specifications and Fee Must Accompany Application. C,O,
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
Valuation or
Contract Price
~
55D'-
Permit Fee ~. ~-
Signature1/~~
Company
Address
Telephone#
C;ty Ucen.. Reg;.".t;~
State Certified License
C()aJn.O~ -c
BUILDING
~L~-
PLU~
-----
M~H.d"'1~:.L
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.
ED(:( BEAM
FR~T ,1..'10 SIDE BOTTe... RAlLS
A Ti AO\E:O TO C(A'; CRnE: M Tl-i
f/4"xl 1/4" J.4~R,( QUIO< ~T
o 6" FR~ EACH POST A.'iO 24'
O.C. lJAX. AND 'OilS A J.4IN. "
F;< C<4 EDC<: Ci' CON 0<<; TE:
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ATiACl"ED TO ~T POST
'IllTri 110 . 2" $).AS ~AX..
S" F;<W EACJ.1 P1..JRliN
AND 24" O.C.
SlOE WN..!. HE,t.D€R ATTAO<EO TO
1" . 2" . 01)<<- OR &TltR .....n.,
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$IDE: WN..!. P'JR1..JNS A TT AO<EO TO
" x 2" x 0.1)<<- !YEN 8AO<
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IN S~("H BOSSC:S
FRCNT '''''ALl P1..!RUN
TYPICAL CORNER DETAiL
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ptR 4' PANfJ.. ACROSS n-;e ." _ ~
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HX.LCw S<:'E S?A.'< TABLES
FOR SNAP EXTR1.iSlONS
CHAIR RAil A TT Ao-€:O TO
P1:lST W/t,lIN. 2 /10 x 1 1/2'
SMS IN $C:RfW 80SXS
1" . r x 0.1)<<" CPtN 8AO<
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POST TO BASE: AND POST TO BEAM DETAIL
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A.,<(;HOR l' x 2" .0.0<<" PLATE
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CCNCRf:TE AN01CRSIIIT1-fIN 0" CF
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24- O.C. t.lAX.
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," x 2" EX7RVSl~
1 1/6" I,jlN. IN CONCR'E re:
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2' -0" 1.lAX..
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SC:E: TABLES
iY?ICAL
."0 rES:
1. AN010R I' x 2. (yE~ BAQ( EXTR\JSlON 'MTri TAFCON t/4' x 2 1/4' LENG11-(
OR EOOAL MAX. ~ 2'-0' O.C.
AJ<O\OR iO .tltJoLL \loin; 1 1/1' "0 SloiS 'M11-( wASl-iERS 2'-0. o.C. $PAONG
AJ<01~ 8EA.Y ,lf10 CCl..UIoON KNEE SEA.IJ 'M 11-l AJ-ICHOR Ct.JPS """0 "0 SCREWS
,1..'<0 wASl1ERS
2. !.tIN. SlJ-B il1lO<NESS ,OR SUJ3 ~ CRAD€ IS .:s 1/2' CONCRETE:
s. -XU:CT ~T WAll 8(A.... ffi~ TA3t! lJ3;NC lAR~R "A' VALUf: Of"
W/2 OR w/l + O.K.
4. Y IS Ct.E.AR OIST......~ ffi~ H~T STRtJCT1JRi TO ffiCNT 'HAll &AJ.l
'MNOOW fR),.J.l~ ~ A TT ,1.01
O~CTty TO HV.DE:R
CON~.'.m~ fRA\.llNG OR
AJ.UI.lIN\J1A CD'.€R S'rSTE\i
~anNC BOTH SIDES
~
~
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CUSS MNOOW INSTAUtO ptR
IAMUF ACRiRf:R:S SPiOflCA.TlQ<S
AJ.Ul.lINI;Iol Sl-!HTING fOR. 'I1N'r1.. __________
,e.x1/l' $l.lS 0 16' O.C.
IN .Al..UI.lINUI.l SHaTiNG
T'r'PiCAl SECTION GLASS ROOM
AlUl,jll"l..il.l A TTA01Me:NT
.3 1/2' CCNCR(TE: SlAB 5x€
'iOU. ~ FlBER IoIES<1 CW~TE:
"" 4 J ,/," "'".
"
VlSQ/J(N( VMJOR BARR:ER UNDER SlASS
HA VlNG $ TRUC T1.JRE S ABOV'<:
'~U CQUPACTO:O CtEAN FlU O"'iR $ACP.1flcrn
?+. NA T1..iR,ol SOIL 90X RfLA n~ O€:-oSHY
~C. FI1.EO BlOO< SiEJ.4HALl 8.8xlo o.U
0"xI2" CCNC. FOOH,C \'Ill-i 1 ,5 WiT.
LOCA TE: ON UNOiSTURSEO NA T1JRAL SOIL
1 jS ~RT Ai CORNERS AND 010'-0" O.C.
RAiSED PA TIO FOOTiNG
I.lIN. 2":<2".o.0~4" (TY?'CAL)
SQIO CO'V<=}r
AR1
I
IJAX. 'Morn ~" VARIES
RO./01 iYO<1NC -W
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1 1/2-.2"
I
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SlJ.B 3 1/2" 101110.-
(S€:E DE T AJL)
TYPICAL GLASS ROOM WALL
0.019" ALUl.lINUl.l covE:R PAN OR et:;NilNUOOS
0.75" /
I t I RlClO iNSl.!I..A nON
:-~$Ar,ty~.. , ,/," ='" RE~sn'<
1---~- :2 J WASHER HEADED S(:R("lYS <) 24'
I I o.c. AL ITRNA TE: #8 ' 5/8' SMS
.} W <H/ l/l' O/Af,,/ErER WASHER.
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TWICAL PANEL
NOre:S:
1. IN"5T"'U- RlGlO FOm INS<.Jt.Ai1CN INTO AllilollNUI.l ROO; PAN.
2. CO~ iNS<.JLAnC+l 'r\fTl-i 0.019" ~re:CTOR PANELMTl-i O~RLAP?,~ SI::AMS.
3. IN<3l..UTlON PANn SHAU BE: CtOsc:D""11-< AlL;l.liNI;Iol END CAP TO ~cuRi Pl..Aco.E~T
A.~D TO DISCOJRA~ THE NESTINC Ci'MLDUFE AND OR IN~CTS.
.. PROTE:CT~ PAN€L 'Mll 6( ~CURED BY IS , S/a' CORROSlCt1 Rfsrsi1~ WASl-'ER
H€.~D SCFLlIIS.
5. ~ PATTERN 'MU St: 12' ON ALl PE:~),jE:TO:RS mo 24" O.C. FiELD ON EAO\ PMa.
6. "'-LilJlNlJ'" END C.A.P 'MlL 8€ ATTACHD ....,Tl-i .3 ,e..l/2' ~ON RESISTIVE: wASHER
H €.'-DE: D sa<f'lIIS.
7. VL ALL seRE'" HEADS '1'1111-( CAUU<iNC.
FAS"i'ENW OETV~INED
3ASrn 00 CCNSTRtJClle<'<
Ci' HOST S TRtJ C n..:Rf:
HOST
S TRtJCn..:pt
CR FASOA
PAN ~ C(1.I?OSlTE: p,i.';ns.
use CORROSlCN RESlSn~ SCRfWS. PANS
ANCl-HYEO 'N/ ,,0)(1/2' 0 .3j?AN iNTO
RfOO'v1NG Cl-W-<N(L ANO 1 11Oxl/2' 0
RIO(;( CAP COC'iNECn~ TO RiOOV1NC
CHMN(L ~POSlTE: "ANUS U-X
1/4"" \+1/2" v.tT',., 1/4" WASl-<ER:S SC?8'i
T'rlRQUCl-t RiOO'l1NC Q1AANEL fRC4,t flY
CAULK AlL COC'iNECT1O'1S.
~
B
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c.~
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rai't:: O't~
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o ~"'<f)
@) 0 -. IJ:)
~ I ":6,!.
c:: OJ . '7' <C
wt..OW'-"'('o.
w,.,,,
c z'q"zu-:;
~<3><~60
~3go,fe
...J to-D.
~c5~d~
U 'J..>-u..
CCM.'(Cll00 RiOOIR(D
(X::: DETAIL)
EXTRuOED OR 8Rf:AJ<:JOE:TAL HEAJJe:R
0.0032" 1.IlN.
CONNECTlON TO HOST STRUCTURE
HOST STRVCTURE OR FAaA &r: Sl.i6-FAC1.... COC'iN(cnON REQU1RtMENTS fCR VARIOJS
LOAD ~omoos
lOAD ~omCt;s
WINO ~lOOT'l' lOADS DEA.D + U~ LOADS
cuss ROO-lS
HOST STRVCn..:Ri 100 1OP11 liO lAp,., 120 l,jPH 221/"$ 321/SF ~7'/SF
1. tXiNCRiTE 1/4','-1/8' ~~iTE: $CR("N$ 0 12' 0.c.------>2 0 " O.C.
2. 'NfYX) FRAME 1/4"xl' LAC $C:Rf.NS 05" 0.C.------------>2 0 l' o.c.
SCqrrN, V\N'rt, ANO CARP<"..RTS
HOST STR1X11JRE 100 IOPH 110 lAp,., 120 MF'1-1 Z21/SF 321/SF S7#/SF
1. CONCRiTE: 1/..'xl-1/8" CWCRETE SC?illlS 0 12" 0.0.------>2 0" O.C.
2. 'NfYX) FRAME 1/4":<.2" LAC sa<EWS 012" 0.C.----------->2 0 l' O.C.
.'<0 TE: S: WOOO S TRtJ C TURf: S SHOOLD COfo< NE: C T to rRIJ SS a U ITS OR Tl-i E SlJB F....O A
FR).J.lING 'fI41ERE POSSBlE OI'<L y 15~ OF SCREWS cm & OOTSlO( mE
TRUSS 8UTTS/Sl..-'8 F AOA ......0 rriOS€: AREAS Sl-iALl. HA v'( OOJ8ti A."O<OR$
All ~'lIIS INTO 1'}<( HOST SI~CT1JRi Sl-1All HA~ I.IlN 1-1/4" WASH€RS
OR ~ALL aE: .It'ASl-<E:R f1'U,Ce:o SO'(....-s.
NOTE:; NO FOOliNG RiQUIRfO €XCE?T 'M-<EN ADCRESSiNG EROSIe<'<
2' -0" 1,j1N. lolit.. 2500 PSl CCt<lC. '11'/
BEFC4'i SlOPi 6xo-\0..10 'N.H. I.4ESH CR
~F;EER UESH NPICAJ..
\ 15 BAR CONT. , 14 BAA C
J '/'" - "'".k~ ~..-
..0<'(; ,.~ ~ ~'t :>>:1 ~ 81
HQT'"'f'~ -F'!: ~ ...(-
FLA T SlOPE / 1"0 FOOTING l.I<XE'<A re: SlOPE FOOTING S1"i:EP SlO"E FOOliNG
:) - 2-/12" 2'/12" - t'-i'" > 1'-:0.
SLAB JET AiLS ADCRESSl~~G EROSIOi"\
1~~1
5riEET I
<1l
Cf" ' "
JCJfj FiNAl!
MnmM~ ~
TABlE 1: I.lAX!l.I\,;!./ SPANS fOR STAMJARl) ALUt.A~UI.l R~ ?ANHS CF
3105 H-1" Cfl H-25 ALLOY
lII\ND LO~.o~ QSS ~S, UT1UT'f R~, SMEDS, AND O~R
ENC1..OSUl aVILDINCS
O.H. iXt-iomOO NO O. H. ,. O. H.
1-1 !""x 0.026"
00 P ff L 5' - ,,'
I 101 H '.. "-10"
110 1oIP1-1 w. L 4' _ 6'
'20 IoIPHN. L,
l-l!4 -x 00.32"
S'- 3'
100 loIPH 'ff. L 5'- 8'
110 I.I?H '14. L.
120 loIP1-1N. L. 5' - :;'
1-3/"'x 0.02<5'
s.- 5'
100 loIPHIt. L. 5'- 0'
110 l.IPH W. L.
120 1oIF'1-i W. L. 4'- a'
, -3! 4'. 0.0.32"
\00 IotPH W. L. S.- 5"
,,0 loIPH 'N. L. S'-Il-
120 1otP1-l 'ff. 1_, 5' - 5"
3". o.O~'
100 IotPH '14. L.
110 l.IPH 'N. L.
120 IotPHN. L.
3". 0.0.32"
11'- o' '1'- 8"
i?8 ~:: c: 10'.- 6: 10',- 8:
120 I41"H w. L. 9 -10 10 - 0
u"t LO)..o; ALL 8IJ1LD<NC ~S
0.);. iXt-i0\ T1CN NO O. H. I. O. H.
1-1!,,"x 0.026"
, 1- O.
20 Ij'5F L L 5.- g"
30 f~ L. L.
1-1!4'x 0.032-
20 11'51 L L a'- r
30 1/~ L. L. 6'- 9-
1-3/4'x 0.026"
20 11$1 L. L. 1- 4"
30 11$1 L l.. 0'- 0"
1-3/4'x 0.0.32'
38 ~ t t ~: [-
3"x 0,0'26'
~ 13'- 3-
20 L. L. 10'- ,,'
30 1$1 L. L. ~
3-x 0.032"
II L. 15'- l' 15'- 2' 15'- r IS'- 2'
~ 1/~ t L. 12'- 3" 12'- 5' 12'-1" 13'- S-
I TOT).!. ~ PANB,MOTH - RO~MOTH P1..UStfJ.JJ.. 'MOTH P1..US O~RHANC.
2.. THE: SlolAUEST VALuE: CF THE: '11I1'0 LOAD TilBlE: ~ THe: LL. TAR! O)~.
T)o.9li 1~ 1.lA.Xl\.4Li!.l SPANS FOR STAN)AR1) ALL'l.tlNUIo/ ROOf PANUS CF
3105 H-28 N..LOY
'MNO LO.4.D$; ClASS ~s. unuiY ROCVS. $lOms. mo OTHE.'l
ENa.0Sro BVILOINGS
OH ~ocnCt< NO a.H, l' O.H. 2' O,H. J' O.H,
:s~;002S- 100 l.IPH WL 11'-10" 12'- Q'" 12'- s' 13'- S'
. 1\0 IoIPH -N.L. 10'- 9' '0'-"" 11'- 0- 12'- ,,-
120 l.IPH WL 10'- l' 10'- 3' 10'-10" 11'- ']"
100 "'PH 'f'lL,' 14'- 0" 14'- l' 14'- o' IS'- 2'
110 "'PH 'N.L 12'- 9' 12'-"- ,:s'- ,,' H'- ,"
120 l.I?H 'N.L. 11'-11" IT- l' 12'- r 1:S'- 4'
LJV( LOAD; N..L 8l..JltDiNC T1'?€S
O.H. ~nCN NO O.H. " O.H. 2' O.H, J' O.H.
S'x o.o~" 20 I/SF L.L. 15'- l' 16'- 2' IS'- r 1/- 2-
30 I/SF LL 13'- l' LJ'-:S' '3'- a- H'- s'
:>x 0.032' 20 I/'SF L.l. 18'- 4" 18'- S" 18'- 9' 19'-:S-
3-0 I/SF L.L. 14'-11' 15'-" 15'- 6' 10'- t'
1. TOTAJ.. ROCf' PA....n 1'<101',1 - ROC4.l 'III011-i PLUS W.lLL 'MOTH PlUS O~ANG.
2. TH~ ~AillST VAJ..U( Of' THE: 'MNO LOAO T.ABl.E ~ THE: L.L. TABU GO~RNS.
TABU: t: I.VJ(j~t:!./ SPANS FOR INIXiSTRY STANOARV .lLl.ll.Il~ CC4,l?QSlTE RO<:f"
?A."ELS w/3105-H14f1-l-25 AJ..UI,(INtjl.l AJ..LOY $l-i~ATHINC &: 1.0, E?S C~
niNO LOADS
QASS ROC"S, IJTIUTY R()(..~, SHEDS, .......0 OMR ENCtOS<:D eUILDINGS,
J'. 0.0215' 100 l.<PH 'N.L ,,'- s' ,,.- r 12'- l' 12'- 11'
110 ~ 'N.L. 10'- 4" 10"- r 11'-" 12'- 0-
'20 w:>H ',n. 3.- ~ 9'- 11' 10'- 6" 11'- S'
100 I.lPHN.L 12.- 4' 12'- S' 1.3'- 0" 13.- 9"
,,01,(P1-l 'N.L, ,,'- 3" 11'- 5' ,,'- ,,' 12.- 9"
120 lAPH W.L. 10.- 15" 10'- o' 1"- 3' 12'-"
100 l.<PH 'Nl. 11'- 8' 11'- 10' 12.- ,,' '3'- I"
,to UPH 'N.L, 10.- 7" 10'- 10' ,,'-." 12.- 2'
i20 uPH W.L. 9'- II" 10'-" 10'- a- ,,'- r
100 I.lPH.....l 1:3'- 10' 14'- O' 14'- 5' IS.- 1"
110 U?H .....L. 11.- 7" 12'- g' 13.- 3' ,,,'- 0"
120 "'PH 'HL 1"- 10' 12'- o' 12'- 5' 13"- 3"
U'<:: LOAD (NO_UOE:S 2 ;1/$; OE:"D_OAO) "J..L 3U1U)lNC T'r'?ES
3'&026' 22//<:7 13.-'" 13'- 2' 1.3'- a- 1"'- 5"
32//:'; 10.-iO' 11.- o' 11'- is" 12'- 5'
22IISF ,,,'- 2' 14'- 4,' 14'- 9" IS'- 5'
32//5, 11'- 9' 11.-1',' \2'- S' 1.3'- 2'
221/SF 13'- 5' 13'- 5' 1"'- o' 14'- a'
321/5: 11'- I" 11.-,)" 1"- 9" 12'- 7"
221/'* 15'-1'" 16.- C" 16.- 5' 17"- 0"
3211$, 13'- 2" 13'- ,," '3'- 9' 14.- 6'
1. TOT~l ROCf" P...NEL~C>1'rl . ROC~ M071-i + ',I(ALL '...,0TH + OV'EP:H......C.
2. 1'riE l1:SS<:~ SPA}< ~ MNO LO~.oJR u'-t LO~.o ~All CQ~RN.
2' O. H.
:s' o. H.
5.- o-
S' e'
- J
4'-1 ,.
6' - a-
0.- J'
6'- 0'
6'-S"
6.- O'
5'- a'
1- s'
6'-11'
5'- 8-
S.-10'
5'- 5'
5.- I'
15'-10-
5'- S"
5" -10"
5.-1 l'
6.- 3"
5'-10'
6'- ~"
1- I
6'-10-
9.- g'
8'-10"
~- 3-
9'-11"
9' ."
".- '....
'., - .,
10'- 6-
9'- 9-
9'- 2-
11'- 5'
10"- a-
10"- 3-
'2'- 3-
11'- 3-
10'- 7'
13'- O'
12'- I"
11'- S'
2' O. H.
:s' O. H.
1- 3"
6'- I"
a.- I'
1- 0-
8'- 15-
7' - O'
9'- 2'
/-10'
7' - 7'
0'- 4'
8'- ..'
1-11'
a' -10-
1- 4"
9'- s'
a'- I'
u'- 4"
t"- 0"
1.3"-10"
11'- 6'
14.- s.
12'- 4"
S'x 0.0~2.
.3". 0.0.32'
4'. 0.020'
4', 0.032'
3'.0,0.32"
4' .0.0'26'
""(0.0.32'
TABLE 2: lOX, RO(;f' SOJA S?""-'S f"CR SO'fiN '" Cl..ASS ROCUS. UT1UiY ROCV5.
snros ....~O O~R ENo..osro ST'R\.JCl1.JR€S WI S0UO ROOf'S
AllJl,jlNlJ1.l 6€AJ.l$ Of 6os.:s T - 6 ALLOY
EXAMPtE: fCR SPAN "1.' ~ ~'il!NC uS( LOAD 'MOTH .. "/("12 + O.H.
2'. ,,'x 0.050" TIlT 6UJoI: LO...D Wl1)TH - 14'/2 + Z'O.H. .. 9'
LOAD 'MTH .. 9'; LL 0 Z11/$1 6(AJ.f SPAN. ".- ."
BC:AM sm: 6V-J.l SP~ ~ O€Sl~Arro LOADS
BC:AM UYE LOAD1I1.'lO LOAD
LOAOMOi',.; 2:211$1 32//S1 100 I.lPH 110 I<lPH 120 IolPH
2",. Z-xO.0+4- e:xTRVSl~
S. ~'-1O.
6' 5'- 4'
7. 4'-1 I-
8' 4'- r
9' 4'- 4'
10. 4'- "
," ;,-,,-
2'x 2-. ".05<)- EXTRVSlOO
s' 5'- 1- S'- 0- S'- l' 4'- /' 4'-:S-
6' 5'- r ,,'- 15" .'- r 4'- 2- :S'-11'
I 5' - 2- .' - 2' ,,' - 3' 3' -I'. 3" - i-
8. 4'-\0- }"-Il- 4'- o' 3'- r .3'- 4"
9. EXAMPt~ 4'- 6" 3'- 8' 3'- 9- 3'- 5' 3'- 2'
10' 4'- 4' 3'- 0- :S'- r 3"- 3- 3'- 0"
II' 4'- I' 3'- 4' 3'- 5- 3'-'- 2"-10'
2'x 2-x 0,0'3.3 ExT Cfl 2-x :S-xO.05<J- l1l T 8VJ.I CR 2'x J".o.05O' EXTRVSlCN
5' 0'- o' S'- s' 6'- 8- 0.- o' 5.- 7-
5' 1- ,,' S.-11' 5'- I' S'- s' S.- l'
7' 6"- 9' 5'- 0- 5'- r 5'- l' 4.- 8-
g' 6'- 4- S'- 2- 5'-:S- 4'- 9' 4'- 5'
g. 5'-1,. 4'-\(1' 4'-11' 4'- 5' 4'- ,.
10' 5'- 0- 4'- 7' 4'- 8- 4'- S' 3'-11'
II' 5.- S" 4.- ,,' 4'- 5- ,,'- 0" :S.-10'
Yx 2-. 0.05<)- EXTR1.JSlOO
s' 1- S-
s' o' - 9'
7' 5'- :so
8' 5'-10.
g. 5'- s'
10' 5' - S'
II' 5'- o.
.'- ~.
4' - 4"
". - I)'
:s' - 9-
J'- 6'
3.- 4'
r- Z'
4'-10"
4' - S-
4~ - ,.
:S'-10'
r- r
3' - 5'
:S'- :sO
4.- s'
4'- 0"
3' - 9"
.3'- s"
:s'- :s-
S- l'
2'-1 t'
,,'- 1"
S - 9'
3'- S"
3'- 2-
:s' - o'
2'-10"
2' - g'
S'- "
5.- 6"
5'- I"
.'- g'
,'- 5'
4'- 3-
4'- ,.
5'- 2"
5'- 7-
5.- 2-
4'-10'
4'- /'
4'- ,,'
4'- 2-
5'- r
5'- ,.
4'- 9'
4'- 5-
4'- 2"
3'-1"
3"- 9'
5.- 2'
4'- 9"
4'- 4"
4'- ,"
3'-10-
:S'- 8'
3'- 15'
3"x 2".0.070' EXTR\JSl~
5. 0'- 4' S' -10- 6"-11' 6'- 4' S.-IO"
S. r- 8' a.- 3- 5"- 4' 5'- 9' 5'- ..-
7' I- I' 5.- 9' 5'-10" 5'- 4" 4'-1 l'
a' 5'- l" 5'- 5" S'- 6' S'- O' 4'- r
9' 5'- S' 5'- l' 5'- 2' 4'- 8' 4'- 4'
10' 5'-11' 4'-'0. 4'-1" 4'- 5" 4'- l'
Ii' S'- 8- 4'- r 4'- S' 4'- S' 3"-11'
2"x ".x O.o~'x T1L T 8()J.l
5' 9"- 9' S'- 0- ~- l' 1- 4' 5'-10'
5' 8'-11' 1- 3' I- S' 5"- g" 6'- 3'
7. 8'- 3' 0'- g' 0'-10' 5'- 3- S'- 9'
8' 1- 9' 0'- 3- 0'- s' ~'-IO- 5'- 5'
9' 1- :s' 5' - \1" 6'- o' S'- 6' S'- "
10" 5'-11' 5'- r ~'- g' S'- 2' ..'-10'
1" 6'- r 5'- 4' 5'- 5" 4' -11" 4'- r
?' 4'x 0,044',. 0.120' $.).1.8.
_ x
5' IT-l0' 10'- S" 10'- a- g.- 8- 8'-1'"
15' 11'- a- 9'- S" g'- o' ~-'O' 8'- 2"
I \0'-10' 8' -10' g'- o' 8'- 2" 1- r
8' 10"- ," e'- :sO 8'- s' I- e- 1- ,-
g' 9'- 6- 1- g' 1-' \' 1- 2- 5'- 8'
10. g'- ," 1- s' I- s' 6"-10" 5'- 4'
11. 8'- 8' 1- 0' r- 2' 15'- 0" 5"- O'
f. Tl-iE: $!.I AJ..l.ER S?AA F'ROJ THE L.L CR n;e: '''''NO LOM T )o8LE CO"~i<NS.
T"-BU: 3: I.lAXl"'lJ\.i !-I(1CHT OF UffiCHfS r~ SC'REtN ~ ClASS ROC\AS
EXTRUSl1<;NS AND sur I,(AT1NG &AMS .y 6<)5.3 f-6 All..'\(lN\.iu ALLor
I..ISINC SCRrEN P.......EL 'MOTH Y (SU T'Y"?tCAl Cl..ASS RCJO,j U<A'MNC). srlECT
IJPRlCHT R€(XJIRt:D F"ROJ THE I.IAX HEIGH T ALLO\lo(O fCR EA~ EXTRl.JSlCt<
'1'l40TH -."
~- ~. I.S()'
3Q"
73'
42'
~.
7T
EX TRVSIOO
rx 2"lt 0,0+4-
9' - 2'" a' - 0" 1-11' i - 5' 1- l' 6' - 9'
2'. 2'"x O.O~"
10'- 2' 9.- S' 8'-10" e.- 2" I-I'" r- 5" r- 2- S'-II"
2"x 2"x 0.093'"
12'-10' '''-11" ,,'- ,. 10.- 6- 9.-\1" 9'- 0" 9'- l' 8'- 8-
3.. 2-x 0.050"
10'- 8' 9'-11" 9'-:S- 8"- 9- 8'- 3' 1-11' r- 5" r- J-
Z'. rx 0.050'
12.-10' ".-1" ,,'- ,. 10'- 15" 9'-11' ~.- 6' 9'- i" 8'- a'
:sox 2-x 0.070"
13'- ~ 12'- 8' 11'-10' 11'- 2' 10'- S" 10'- ,. g'- a. 9'-:S'
NOTES; ClASS ROQlol$ Tl-'E ADOOlON (J AN AL'.i1A1NI.iIool F1V.ME 'MNQCWS wi QASS
PAN~S THAT AR~ D€SlC1-lED TO 110 \'(PH 'MNO LOAD RE:QlJlRt:MENfS TO THe:
ilBO~ I./PRICHT SIZES INCF(AS(S THe: $TR(NCTH so THAT ADomON.A!.
fRAMING IS NOT REWIRED.
5CEEDIJLE OF ALLOWA3LE LOAD5/Max ROOF AREA fOR "_"'CHORS
~"'caORS I~TO WOOD fOR E~CL05ED 3VILDI~G5
---------------------------.-.-----------------------------_.---.-------
------------------------------------------------------------------------
ALLOWA3LE LOAD/Max LOAD AREA ( SF) .~ 1.20 M?H '..IND UPLIfT LOAD
~ ~'1CHORS 1 2 3 , 4
Dia. ~'1CHOPx EMBEDMENT
1/4"x 1" 254~/ 5-5F 528~/12-5F 792#/16-5F l,055#/24-5F
1/4"x 1-1/2" 395#/10-5F 792#/20-5F l,186#130-5F l,534#/40-5F
1/4'x 2-1/2" iS60#/16-5F l,320#/32-5F l,980#/46-5F 2,640#/64-5F
5/16"x 1" 312#/ 6-5F 624~/15-5F 935#/23-5F 1,246#/31-5F
5/U"x 1-1/2" 4iS6#/11-5F 936#/23-5F l,404#/34-5F l,672#/46-5F
5/16"x 2-1/2" 780#/19-5F l,560#/38-5F 2,340#/57-5F 3,120#/76-5F
3/8"x 1" 356#/ 9-5F 712~/17-5F l,OiS6#/26-5F 1,424#135-5F
3/6"x 1-1/2" 534#/13-5F 1,066# /26-5F l,602#/39-5F 2,136#/52-5F
3/S"x 2-1/2" 890#/22-5F 1,780#/43-5F 2,670#/65-5F 3,5iSO#/67-5F
ANCHORS I~TO CONCRETE FOR ENCLOSED 3UILDINGS
=====================================================================
ALLOWABLE LOAD/Max LOAD AAEA( SF) @ 120 l".PH WIND LOAD
# A.'KHORS 1 2 3 4
Dia. ~'1CHORx EMBEDMENT
1/4"x 1-1/2" 757#/18-5F l,514#;37-5F 2,271#/ 55-5F 3,028#/ 74-5F
3/8"x 1-1/2" l,057#/26-5F 2,114#/52-SF 3,171#/ 77-5F 4,228#/103-5F
1/2"x 2-1/4" 1,443# 135-5F 2,866#;70-5F 4,329#/106-5F 5,772#/141-5F
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CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
OWNER ~)f/il{'[ (-'1 t.'/.rl-i.,j,-. // //p/V
JOB LOCATION .$ "" ~I R
'-7
J.;)- UAi S \."J''rl'
0/ / /..,..... "/
- -.....JIJJlc / i '. (";::. /L, i:., 'If'
\~, 1/
PARCEL IoD, # jO-26-;IJ- /- 9"9-
SHOW ALL EXISTING & PROPOSED STRUC'TURES GIVING DIMENSIONS & SETBACKS.
7Q'
'J,
.,--:I/fd.- C{,l': 0 [( ii/.' ,
. J ...../J() ,( ". '" iI, j
-t I , IV":'.
/'
~,~. ....
I
,
\X:l I
1/-- /0 ;i
,!,_)/leJid' -
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; ~ ('; n., l' I
, (,...l,;'j ')'/\/~
Cpy-
t!.1!.ti
o
I ~' '._--' /
c
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED,
.~ r
;(1.. 0 C/)11,"",~~ ~~(
('OM- 1'~I:;br __ .)
fIt (p vJ1l ~ \1.
. [q~
\ ( 2:P, ..~".
. ~ D
\ d- "'-
.
~!c
.-- .
. nll 11;(
;,;-"
--,!
I)<.){T
~......_ t
\, Of'.
"'..
IlATE
UTILITY BUILDINGSq'O'~1
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION,
UY:'
ttc"'" t .f' ~.) t
~ , ~
. _,.~..~,._ '.."" _...,..._____~....._~_,,____L _v" ._
VI 0'<1 ,~
FRONT PROPERTY
/;
(NOTE EXAMPLES 1 & 2) STREET
1. SETBACKS FOR R1, R2 ZONING
60'
10'
P E
R X
0 I
10' P S 10'
0 T 1 0'
S I
E N
D G
20'
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30' nnPT.~Y
1 0'
C~Ttlt(jtuflfQF' rpmMlT' 'f6VmA"VtT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" whieb lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance 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 be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be
cited for a lisdeieanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents 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, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which 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 wisbes you to sign
as contractor that lay be an indication tbat be is not properly licensed and is not entitled to per.itting 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, tbe applicant, bave been provided with a copy of 'Florida's Construction Lien Law - HOJeowDer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described docUleDt and prolise in good faith to deliver it to the
"owner" prior to couencelent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and tbat all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent,
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveIDIeDtal agencies lay apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not li.ited to:
t Departlent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDJeDtally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Managelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Healtb & Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US EnviroDlental Protection Agency - Asbestos abatelent
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 'colpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit 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 perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued sball becOle invalid
unless tbe work autborized by sucb perlit is cOllenced witbin six IOnths of issuance, or if work authorized by the peIlit is
suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day l!Itension of tile, lilY be .
allowed for tbe perlit with fee charge of $15.00. Tbe extension sball be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICB OF COMMBNCEMEHT MAY RESULT IN YOUR PAYING !WICE FOR IMPROVEMmS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, COHSULT WITH YOUR LBHDER OR AN ATTORNEY BBFORE RE.CORDIHG YOUR HOTICH OF
COMMENCEMENT. JOBS UNDBR $2,500 IN VALUB DO NOT NEED TO RECORD AND POST A "HOTICB OF COMMENCEllEHT',
SIGNATURB: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19____ by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
APPLICATION FOR PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTl1.ENT
OWNER'S NAl1.E Pt;IJ/tl/IJY EJ...AVe7V "R.J//pAJ PHONE 5?/3-7/s--08f9
OWNER'S ADDRESS.5 z.. if ~ '[3yvA.JSw-rJ<C. Sf ;7~ rj/i"~.'///r
JOB ADDRESS <Sl>MC_ - <':>. ;"""/ K-0O ?JIll"?
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION
PARCEL I.D.t fO - .t...f.-.2 (-I - 79'-
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction _Addition ~Alteration _Repair _Install
_Sign _Kove _Deaolish
PROPOSED USE: ~Single Faaily _KIF _' of Units _K/H
_eo-ercial _Indust. _Swia. Pool _Other
_Restaurant & Health Departaent Approval
DESCllIPTION OF WORK: f2aYJ;fJiL (/.2mlU0S(~- t;, ~--(,.,.? r?~
BUILDING SIZE: /0 X 22.:.. ;12 C Square Feet, 9; Height
RESIDENTIAL :
COMl1.ERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
'"'1:'
SSo.-
PERl1.ITS REOUESTED
~BUILDING
$
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
---1fECBAlUCAL
$
Va1uation of Kechanical Installation
_PLUl1.BING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel /1/U---"'NiJ~
Other
,,'. ",...t
FDnSHED FLOOR ELEVATIONS :.L ~!. ,I FT.
IS PROJECT IN FLOOD ZONE AREA?
******************************************
YES NO
COIlTllACTOR SE~. .J
DtJilllER ~ COIIPAIIY C-c.:r7JJd
I .
~ State Cert. or Regist. ,
Signature City License Registration ,
*****************************************
ELECTRICIAN COl1.PANY
State Cert. or Regist. t
SiaqAture City License Registration ,
******************************************
PLUMBER COMPANY
State Cert. or Regist. ,
Signature City License Registration f
******************************************
l1.ECHANlCAL COl1.PANY
State Cert. or Regist. f
Signature City License Registration ,
******************************************
OTRF.R COl1.PANY
State Cert. or Regist. f
Signature City License Registration #
******************************************
APPLICATION APPROVED BY PERl1.IT OFFICER,