HomeMy WebLinkAbout97-6705
BUILDING PERMIT
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Property Owner: ' ./1.-t '
Job Address: <..5;> C>;;,' ~ ~~
parceII.D,II--3f-;).!J=. ~- t} 0/0 ... t) IS tJ 0 - /:1-
Radon Gas: .3,.;;.L 0
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CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
N!
670513
7'J
Date __I., - ~
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: ~ J
Description of Work C - ),.. ~
,~ - --4t!~~ ~
('..If ~ tJ-1J' - ,~
FINAL b /10 /q J
DATE
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
COD
City license Registration #
State Certified license#
J 'I bL
Permit Fee -S~
Signatu~ ~
.r'~
Company
Address
Telephone#
Valuation or
Contract Price ;]:J. o-v. cJ--o
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11!;d-:. 44;A~~n
BUilDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. S,,13--Q7 ~~
Pre SlB S..-ll-Qr') ~'1-
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 >"l'S/~7 b,Lj
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 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.
ATTACH!::!) Al.UMINUM'COVERS
SEE CONNrc liON Otl All
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SEE CONCIR TE DErAilS
2" x .01" LUMBER TOP PLATt WITH Roar
2" x 2" K 0.044" ALUMINUM OR
2" K 4" AT 24" O.C, LUMBER
SHEA THING: 1/2' PLYWOOD OR
STRUCTURAL GRADE nlERMAL PLY
WllH SIDING
2" K 4" P. T.P. PLA TF: w/ 3/8" x
4-1/2" CONCRETE ANCIIORS
SECTION THROUGH UTILITY ROOM
SEE CONNEcnON DETAil
~~
~
12" x P!,N (SEE CHAlliS) USE 'W' TO
SELECT PAN fOR REOUIRED SPAN
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- "W'" VARIES '---,-----------,--
rOIl FRONf BEAM USE .L'~W/2+0,'L
2" x 2" . 0.044" AI.UMINUM OR
2" x 4" A r 2"" O,C. LUMBER
SHEA THING: '/2" PL YWOOO OR
STRUCTURAL GRADE nlERM"L PLY
Wln! SIDING
SHED IS FRAMED WALL AnACIIED TO
HOST STRUCTURE
1/2" L-BOLtS rOR 2" K 4" P.T, PLATE
OR CONCRETE ANCHORS AT 4'-0" D.C.
SEt CONCRETt DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
L ANCHOR pANS TO HEADER CIIANNEL Wml (3) ;10 x 1/2" S.M.S. W/ WASHER.
2. ANCIIOR PANS 10 Roor BEAMS Win! (3) '10 x 1/2" S,M.S. W/ W^SIIER,
], ANCIIOR COLUMN TO CONCRETE rLOOR Wl11-l 2-'/"" . ]" CONCRETE ANcHORS.
4, ANClIO~ CoLUMN TO BASE pLATE Willi 1-1/4" S.5, BOLT
LAWJtENCE E. nENNETr, I).E.
CIVIL IiNOINElJR .l DBvELorMIltft coNSUITANT
p, o. BOX 4369 Soum DAYToNA. I'L 92i21
Plbk~ 1 (004) 781.4174
tAX. I (904) 787-8558
C COPYRIGfU.l996
NOT TO BE REPRODUCED IN WIlOLE on IN h\RT WITHOUT WRI1lEN pl:RMISSloN FhoM LAWRl:NCE I;, hI:NNETt. 1'\1:.
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SCREENEO ENCLOsURES: SChEEN J VINyL ANO SOLID COVER
TABLE 2
MAx. ROOF BEAM spANs Fon SCFlEEN & VINYL FlooMs ANlJ
GLAss hooMs
WI SOLID ROOFS 0003 T-O ALLOY
ExAMPLf:: FOR 2"x 3"x 0,050"; BEAM SPAN BETWEEN UPRIGHTS USE LoAD WIDTH
TO ENTER TABLE LOAD WIDTH = LW = H'/2 -I- 2' o,H. ,;" g'
ENTER TABLE oN LEFT @ g' & READ SPAN lJNDER APPROPRIATE LoAD;
THUS Fon 100 Mp'I WIND LOAD! L.L. @ IBHISF SPAN = 0'-3"
BEAM SIZE BEAM spAN FOR VARIoUs LoAD CONDITiONs
lOAD WIDTH too MPff/1 ""/SF. 110 MPtl1221#ISFu 32H/Sr= 120 Mpl.
2")( 2"xO,044" EXTRUSION
5' 5'-11" 5'-4" 5'-1" 4'-5"
6' 5'-4" 4'-10" 4'-8" 4'-0"
7' 5'-0" 4'-6" 4'-4" 3'-9"
B' 4'-B" 4'-2" 4'-0" 3'-6"
g' 4'--4" 3'-11" 3'-9" 3'-3"
10' "'--2" 3'-9" 3'-7" 3'-1"
II' 3'-11" 3'-7" 3'-5" 2'-1 I"
2")( 2"1(0.050" EXTnUSION
5' 6'-5" 5'-10" 5'-7" 4'-10"
6' 5',-10" 5'-4" 5'-1" 4'-4"
7' 5'-5" 4'-11" "'-8" "'-1"
B' 5'-1" 4'-7" 4'-5" 3'-9"
g' 4'-9" 4'-4" 4'-2" 3'-7"
10' 4'-6" 4'-1" 3'-11" 3'-5"
II' 4'-2" 3'-9" 3'-9" 3'-3"
--') 2"x 3")(0.050" EXTRUSION
6' 7'-B" 6'-11" 6'-7" 5'-9"
7' 1"-=1--, 6'-5" 6'-2" 5'-4"
B' (6'--8" ) .S'-O" 5'-9" 5'-0"
9' EXAMPLE' 1)'>=3" 5'-8" 5'-5" 4'-s"
10' 5'-11" 5'-5" 5'-2" 4'-5"
II' 5'-8" 5'-2" 4'-11" 4'-3"
12' 5' 1:" "'-11" 4'-8" 4'-0"
, -,)
2")( 2"xO.090" WI l"x 2"xO.044" EXTRUSiON
7' 8'-3" 7'-2" 9'-7" 8'-S"
S' 7'--g" 6'-8" S'-II" S'-l"
g' 7'-4" 6'-4" S'-5" 7'-7"
10' 6'-11" 6'-0" S'-O" 7'-3"
11' 6'-7" 5'-8" 7'-7" 6'-11"
12' 6'-4" 5'-6" 7'-4" 6'-7"
13' G'-I" 5'-3" 7'-0" 6'-4"
2")( 3"xO.050" TilT BEAM WI '''x 2"xo.044" EXTRUSiON
7' g'-10" 8'-11" 8'-6" 1'-4"
B' 9'-2" B'-4" 8'-0" 6'-11"
g' B'-B" 7'-10" 1'-6" 6'-6"
10' B'-T 7'-5" 7'-1" 6'-2"
11' 7'-10" 7'-1" 6'-9" 5'-11"
12' 7' -- 6" 6'-10" 6'-6" 5'-7"
13' 7'---3" 6'-6" 6'-3" 5'-5"
LAWlHmCE l~. hENNlnT, I'.t:.
CIVil. ENOINEER " 11Iivm,OI'MENT CON~lJr:r^Nr
p. 0 BOX 4368 soum O^YTON^, R 32 12'
r'IONf 1 (!~H) 767,4774
lAX J 1 (904) 767-6556
"COPYRIGHT. '996
NOl TO IJE nErnOlJllCHl IN WIIOlE on IN 1l\rl1 WIIIIOUI WIllI TEN I'EI1M1SS10N rl10M L^WI1ENCE E. [JENNETT, PE,
2
31
AtTAcHED AlUMINUM COVEIlS
TABLE 1
MAXIMUM SPANs Fon sTANoAnb ALUMINUM ROOF pANels
OF 3105 H-28 ALLoy
WIND LOADS: CARPORTS. SCREEN ROOMS, AND OTl-tER OPEN BUILDINGS
O.H. CONDITiON No o. It. l' O. H. 2'0. H. 3'0. H.
3"x 0.026" (~~'-~D
100 MPH W L. 15'-11" 16'-5" 11'-0"
110 MPI/ W L. 14'--3" 14'-5" 14'-10" 15'-6"
120 MPI/ W L. 13'-0" 13'-2" 13'-7" 14'-4"
3"x 0.032"
100 MPI/ W L. 10'-10" ~~~ 19'-3" 19'-9"
110 MPH W L. 16'-10" 16'-11" 1 l' -4" IT-II"
120 MPH W. L. 15'--4" 15'--6" 15'-11" 16'-6"
LIVE LOAD; ALL BUILtJlNG TYPES
oJ-I. CONOITION No o. fi, l' o. H. 2'0. H. 3'0. U.
3"x 0.026"
20 "/SF L. L. 16',-- I" 16'--2" 16'-7" 17'--2"
30 If/SF L. L, 13'--1" 13'-3" 13'-0" 14'-5"
3"x 0.032"
20 II/SF L. L. 10'---4" 10'-5" 10'-9" 19'-3"
30 II/sr L. L. 14'-11" 15'-1" 15'-6" 16'-1"
1, TOTAL Roar PANEL WIDTII = nOOM WIDTH PLUS WALL WIDTH PLUS OVERHANG,
2. TI IE SMALLEST VALUE OF' 'IE WIND LOAD TABLE on lIIE LL TA~lE GOVERNS,
LAwtHmcE l!:. lh~NN1~'''T, .>.E.
nVIl. ENGINEER A DEVELorMENT CONSlfU^"lT
r. O.130X 4368 SOUllI DAYTONA. rL 32121
rIlO"E 1 (90~) 767,H74
r.x' , (90~) 767,6[,56
<<) COPYl11GIH. 1996
NOT 10 BE nEPnODUCEU IN WIlO! r on IN rr-n r WI" IOU I wnlll EN PEnMISSION Hl0M lAwnENCE E. BENNETT, PE.
3
47
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114?1(7,1 ;/,,-
SCR~~NED ~NclOSUhES: SCR~EN J VINYl ANb SOUb COV~h
. ~ ~,
TABLE 3:
MAXIMUM HEIGflt Ot: UPRIGHTS t=OR SCREt::N ANt> GLAss
floOMS EXTRUsioNs AND SElt= MATING bl::AMs OF 6063 t-6
ALUMINUM AllOY
USING schEEN PANEL WIDTH "W" (SEE TYPICAL GLASS RooM DRAWING), SELECT
UPRIGHT REQUIRED FROM THE MAX HEIGf'lT ALLOWED FOR EACH EXTRUSION
WIDTH uW"
36" 42" 48" 54" 60" 66" 72" 70"
EXTRUSION
2"x 2"x 0.044"
9'--::," 8'-6" 7'-11" 7'-6" 7'-1" 6'-9"
2"x 2"x 0.050"
10'--2" 9'-5" 8'-10" 8'--2" 7'-11" 7'-6" 7'-2" 6'-1 t"
2"x 2"x 0.093"
___-----'-----..... 12'--10" 11'--11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8"
~"x 2"x O.O50~'~ (50
'-.---.--------... 10'~-B" 9'--11" 8'-9" 8'-3" 7'-11" 7'-6" 7'-3"
2"x 3"x 0.050"
1 2'.1 0" 11'-11" /1'--1" 10'-6" g'-11" 9'-6" 9'-1" B'-8"
3"x 2"x 0.070"
, 3'-,0" 12'-0" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3"
NOTES: GLASS nOOMSTIIE ADDITION OF MJ ALUMINUM FRAME WINDOWS WI GLASS PANES THAT
ARE DESIGNED TO 110 MPI I WIND LOAD REQUIREMENTS TO THE MlOVE UPRIGHT SIZES
INCREASEST I IE S T flENGI I f SOl HAT ADDITIONAL FrlAMfNG IS NOT REQUIRED,
LAwnt~Nct~ E. lh~NNETt, ').li:.
CIVIl. ENGlNEnR " I>liVm.orMENT CONSUl:tANT
p. 0, BOX ~366 SOUIIl DAYTONA. f'l32121
rtlClNE 1 (90~' 767-H7~
tAX. 1 (904) 767,6556
10 COPYFlIGIII. !900
NOT ro Or: nfOpnOIJ\l!:rn IN WltOLr: on IN r~tH WlfltOUI wnlflEN pr:nMISSION rFlOM LAWm=NCfO fO. BENNETT. P.E.
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rOR IMSONRY lISF. I /4" ~
I-'/~" IArGON ANGr~OIt OR
EQUAL SPM-:EO AT 2<\" O.C,
rOI? WOOD USE tlO x 1-1/2"
S.M S. on WOOD SCREWS ^ T
12" O,C,
.r Roar rANEI_
SCR~,ENeD ENCLOSURES: SCR
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~~3'=
';1 ^' ^NI
sr ^I Nil
..-r IIr^D[I~ rXIRlJSloN
fin x !1/16" ItK SI'ACEO AT
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Nil x !1/Ir." II,I( ~;I'^CIII ^'
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Wooll sel!l W (1) 1'1 I! I!^, If I!
Oil mllSs '^"
[XISIII'IC muss IJIl Il^, ILIl
'10 X 3/1" S,M.S OR WOOIl
SClH,w SI'N;111 ^' 17" 0 C
,\" IlUOI I'MII I
I XI'; 11I11: I ^SCI^
, txlSllflG 1I0S1 SmUCTURE
WOOl> r!lAME, I.4^SONI"lY art
Ollltlt (;ONSmUCIlON
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LA
ROOF PANFLTO FASCIA DETAIL
WALL DETAIL
I.rnll S WOOl) SlJlUCllml.~; ~;IIOlII.l) C1l1lNI CI 10 IHW;S U IS OR 1I1E SlIll,I ASCI^ IUMAING WH[RE POSSlfJI,[
(JIlll I';~ III ';(:111 WS CMl {II 0l1l';1'" IIIf. III ,; lll!"S I SI1IJ1 ^SCIA AND Ill05[ AurAS SIIAll ""11(
1'1l"1"', f"'(:'"1W' "", 'Till W'; "110 1111. !JP,f S111ucltlllr ~;""1I III1VI Mill, 1 I/~" WIISIIIRS
(>11 '~I'^II III ~/
HOS I S IRUCllJlH Ol~ FASCIA AND SULJ-r ASCIA CONNECnoN REQUIREMENTS
LOAD CONDI1IONS
GLASS RooMs WIND VLLOCl 1 Y LOADS DEAD -I- LIVE LO^DS
HOST S IRUCllmE 102 MPII 110 MpII t 20 MPII 22H/SF 32 II/SF 57#/SF
I, CONcm II I/,,"xl l/g" COr\I(;I(II[ scm,ws @ 17" O.c.------->(2) @ l' O,C.
") WOOf) II(AMI 1/,,"x7" I A(; ~;cm W'; @ (i" O.C. ----,-->(2) @ t" O.c.
SCREEN, VINYL, ^NU CN~POlnS
'IOS r 'STRUC IUHE 102 MPIl 1 to MfJlt 120 MPH
1. CONCmll I/,\"xl liB" CONCml[ scm:ws
") WOOl) II~AMI 1/1"x7" lAC scmws @ 12"
22N/SF 32 h/SF 57h/SF .
@ 1 2" O. C, -- - - - ,- > 2 @ t' O. C.
(H>- -- -- ,- - - -, ---- >2 @ l' O.C.
;I' 0" 1.111/
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MIN 750U PSI eOllCIlr, It. wi (j x (j '0 x 10
W1lllflJ Willi MI';!I on Ilnrn MISII r.ONcm.1I
slI:rr> sIorr: rOOfiNG
> f 10'
SLAB DETAILS
LAwtmNcE t~. BENNEtT, t'.E.
CIVIL ENlllNEER " IJEVI'.I.01'MEtH C{)NSIJUAtH
P. O. BOX ~36A SOllll1 DAY10NII. H 32121
rIlON~ I (9!H) 7lJ7.H7~
'AX' 1 (OO~) 767.6556
o cnI'Y11'l~I". 1990
NOT TO {11= m:l'nODUCEn IN WIIOIE on 'N fl'\nT WIIlIllIIT wnll lEN rEI1MISSION rnOM tAwnENcE E, BENNETT. r.E.
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SChEtfNED ENcLOSUhES: SCREEN I ViNYt-AHD-sPLtn COVl:h
^,KIIOf~ I" x 7" >0011' I'I^I(
10 CONCllr II WIlli 1/4" , ? 1/7"
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MIN J 1/7" SI ^" ?~;()() I'S' CONe:
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(2) 610 . 1/2" S M S [^CII SIDE
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10 CONcm" WIllI 1/1" . :1,1/2"
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AL"~r~NA"~ POST 10 BASE AND POST TO BEAM DETAIL
LAw ltEN ct~ t~. tJ l~N Nt~t't., t'.E.
CIVIL I;NGlNEER " ()EVEU)I'MENT CON~\JtlAN r
I' O. (JOX 1368 SOUltl D^YTON^. n 32121
rllC>tlE t (OO~' 767.~77~
fAX . t (OO~) 767,8556
o COPYRIGIIT. 1900
NOT TO BE nEPI10DUCl'D IN WHOLE on IN rl\IH WITHOUT WI1If I EN PEnMISSION FRoM LAWRENCE E. BENNETT. PI:.
2
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SCREENED I:NCloSURES: SCRI::EN J VINYL ANb soLtb COVEn
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(~) I/~" , r LAI; 1101 r~; WII" I, I/r
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nif. / rWN/ AND ,~" 0 C AION(; SIIlI'i
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2" . (J,OH" OPf.N nACK WIlli MIN. (2)
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k'o . ,- 117.. SM.S, IN SCIl(W IJOSSES
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MIN, I" r 110M rDm: or CONCI1E It
AIJIMINUM COVER or J" 5 fRUC IUIl^"
INSlJ'-A 'U) AI.UMfNlIM
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(/) klo . 1-' 17" IN sellt W nOssES
2- . 2'., 7" . .\" 011 J" . 2" "OlLOW
SEE S"AN TAJJI,ES
1011 SNAP EXTRUSIONS CIlAIR RArl.
ATTACIlEOIO POST WIllI MIN. (2) klO .
1-1/2.' SM.S. IN SCIlf.W OOSSES
I-.,".o,O~~" OI'[N hACk: SOITOM RAIL
'/~" x 7"" /4" MASONIlY ANCIlOR fJ 6"
mOM EACII POSI AND 7~" 0.(;. IAAX.
LAwttENCI~ E. nENNF.ll~ t).E.
C1vn. Htl(JINlmR ... OfiVnLOrMlNl CONSIJITANT
P. O. BOX 436B SOUlH DAYTONA, H 32'21
rllOliE 1 (0041 787.4774
'AX' t (9041 767,6556
C COr'VnlGIH. 1996
NOT TO OF. nF.pnOOUCElJ IN wrrol F. on IN l)'InT WIlrrOUT WTlITlEN PH1MISSION FnOM LAWTlENCE E, OENNI::Tl, PI::.
2
26
ATTAcHED ALUMINUM CoVi:hs
TASLE 4
... ~"\ -:*
MAX. ROOF J\r -:^ Fan ^LUMINUM POST FOR CARPORTS &
oPEN BUILplN :S
Fan ALLOWAl3LE nOOF ArtEA U' t:: "ArlEN = S )( (W/2 + 0.1-1.)
EXAMPLE: "S"= 7' , W = 12', & 0,11,= 2'TIIUs: "AREA" = 56 SF
MAX. ALLOWABU: hOOF J\nt:J\ IN SQUAnE r-EET
WlI--JlJ LOAD(MPII) OR LIVE .t, Df::Ab LOAb(lf/SF)
1 out. B t1 0/22 i 20/24 i 25/32 164/55
"()S 'I YPE
MAX IfGr @ MAX LOAD IN "
3")( i;xo.o,,;o;; noti_-ronM'
'0'.-0"
, 1'--0"
13'...,4"
, :"-,0"
3")( 3"xO.060" hOLL FonM'
1"--0" :J,{jOO 200 164
12',10" 2.700 150 123
''''--.-0'' :?,IOO 117 95
I (i' -I]' I ,5 7!; on 7 :1
3")( 3")(0,060" SCI\LLOP(:O on FLUT(:() (:xrnusloN 6063 T-6 AllOY
/--n;-io~~ 3.100 109 155
-TT:'-j(J" 2 ,556 142 116
15',10" l,nUll lOG 07
17',10" I,"fll 13:1 GO
3")( 3")( 0.90"1l1B(: (:XHlUSlorj 6063 T-6 I\lloy
11'-10" 5.IU4
13',10" :J.OOfJ
15'-10" 3,02"
I 7' - 10" 2,2Gll
3")( 3"x 0.'7.5" rUBE ExmUSIOU li063 TIi I\llOY
13'-9" 6.912
Hr--I" 5,IU4
IR'--"" ".032
?'()',-7" :J,O?4
""x -i"x O,J25"'UBE Ex,nusloH 60631-6 ALLoy
15',,9" [',. 9,312
'(J'--5" n,9U.1
21'--0" 5.432
23'-0" -1,07'1
, AlLCN :J1051l1r,
1,1 I IE SMI\LLEn floor AnEA OF LIVE, IJEMJ LOAD ^ND WINO LOI\O SH^LL GOVH~N,
2,30 ,
1.706
, ,309
1,042
l:l?
99
77
50
200
216
160
126
304
200
224
Ir,o
511
300
302
226
TABLE 5
IsoLATED FOOTINGS
Ion
01
03
47
236
In
137
103
314
236 '
J 03'
137
~23
317
241
105
99
7-1
50
43
150
113
08
66
142
107
00
62
216
162
126
95
200
216
160
I~G
300
291
220
170
7<1
50
43
33
43
33
25
19
113 65
B4 50
66 38
32 29
107 62
80 46
62 35
-17 27
162 9<1
122 71
95 55
71 "1
210 126
102 9"
126 73
95 55
291 169
218 121
170 99
127 74
MAXIMUM ROar- AflEA IN sr- t=on CAflrORl POST WI IsOlATED FOOTING
UPLIFT LOAOS J=OfUtE_lOW liSTED WIND VelociTY
FOOTING TYPE & SIZE too Mptf 110 MpH 120 MPH
POUTlED cONcnE r E
I',O"X I',O"X 1',0" 29 25 21
l' -""X I' -4"X 1',4" 06 72 61
1'-6"Xf',6"X2',O" 103 136 116
1'-O"X I'.O"X 2'0" 107 156 13-1
l',[J"X f"O"X 2'.()" 275 229 196
2'-0"X 2'-0"X 2',0" 346 200 257
2'.0"X 2'-6"X ~',6" 463 306 331
PTlE-CAST SlMJ WI oo~ SI\Ck-CnETE
& BACKFILL OV(:Tl SLAB
1'-""X 1'-,1"}{ 2'-4" 117 97 56
L^WItENct~ l~. Ht~NNKI'''', I'.E.
ClV'1. I'.NntNF.liR ,\ Illivm.OI'MI'JH C(JN~lnJ^Nl
,., 0, [lOX ~:16JJ SOl"" IJ^YlOt-M, n :121;>1
"11011< , l'l(]~l 7r;7.H7~
~.... f """''''' 7r.7.nr.r,n
SChEeNEb ENClosliFiES: SCREEN J lI.NvL ANn soLin eaVE"
SCHEDULE OF ALLoWABLE LOADS/MAX nOOF AREA FOFt ANc~ons
ANCHORS INTO WOOD Fon OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD
II MJcltORS 1 2 3 4
Dla. ANCHOR x EMBEDMENT
1/4"x 1"
1/4"x 1-1/2"
1/4"x 2-1/2"
S/16"x I"
S/16"x 1-1/2"
,/ S/16"x 2-1/2"
3/8"x I"
31O"x 1 - 1 12"
31O"x 2- 1 12"
264/1/1 I-SF
39611116-SF
660/l127-SF
312/1113-SF
460/1/19-SF
78011/32-SF
356/1115-SF
534 II 122-sr
09011/31-SF
520/l122-SF
79211133,SF
1,32011155-SF
624/1126-Sr
936/1130-SF
1,S60/l164-SF
712/1130-SF
I,068/1IH-SF
1,700/l174-SF
792/1133-SF
l,18811149-SF
1,900/1182-St:
936111 39-SF
1,404/1/ 59-SF
2,340/11 97-SF
1,060111 44-SF
1,602/1/ 66-SF
2,670/l1111-SF
ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LoAD
II ANCHoRS 1 2 3
Ola. ANcHOR x EMBEDMENT
1/4"x 1-1/2"
3/0"x 1- 1 12"
1I2"x 2-1/4"
7571113 I-SF 1,5141/163-SF
I,057/1144-SF 2,114/1100-SF
1,44311160-SF 2,006/11120-SF
2,271 III 95-SF
3,17111/132-SF
4,329111100-SF
THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MrH WIND LOAD
II THROUGH BolTS
019. ANCHOR x(lENG1I. = POST THICKNESS + 112")
1I4"x 1+ 1/2"
3/0"x 1+ 1/2"
1 12"x 1+ 1/2"
1
2,356/11 90-SF
5,300/1122 I-SF
9,426111393-SF
2
1,056/1/ 44-SF
1,58411/ 66-SF
2,640111109-SF
1,24011/ 52-SF
1,0721// lO-SF
3,120/l1130-SF
1,424/1/ 59-SF
2,136/11 09-SF
3,560/l1148-SF
4
3,020/l1126-SF
4,220/l/1l6-SF
5,772/11240-st:
3
4,712/1/196-SF 7,060111294-SF
10,600/l1442-SF
LAWIU~NCi~ E. tJENNRtt, t'.t~.
CIVIL I\NIaNmm lit DI\VEUJrMl'Nt CONSUll'ANT
P. O. BOX ~369 SOUl" DAY10NA, n 32121
PIlONE , (90~) 767.~77~
rAx' , (OO~) 767-6556
c COPYRIGHr, 1996
NOT TO 01, m:PROOUCl=O IN WIIOIt= on IN fl\nT WIIIIOUT WI111TI'N PEnMISSION HlOM lAWRI'NCI' 1', BI'NNI'TT, 1'1'.
I
"..
2
28
/
OWNER
CI'l'Y OF ZEPlIYHIIILLS MOBILE HOME ~LO'l' PLAN APPLICATION
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JOB LOCATION ~ii; i/<; (,/f....~lf^,,9~. ',i:',' -?,;r :~~'i' ~.. ;./~//./
31-- ? 5'""~.. ';1 I -.. (J () "() ,~. ;J I -3 (j 0 _ -," "2-_
PARCEL I.D. #
SHOW ALL EXIS'J'lIW & PROPOSED S'l'IWC'l'URES GIVING DIMENSIONS & SETBACKS.
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APPLICATION FOR PERMIT
CITY OF ZEPIIYRlIILLS
BITILDING DEPARTMENT
lj_ f f C 'f 7
OWNER'S NAHR '
GfZ-4N c{
1/ 0 IL / '2.-0;'I..J S
PHONE
7.P..z-/~6b
OWNER'S ADDRESS
p. 0, ;Joy::.. /~r/
?-f({(I,.> 3 y~)? - /,rcf' '7
JOB ADDRESS
7' t if!:>- 6" ,z-d ~ /V .>Lc ~e: -<.J /2-
z - /-f,,//5
LEGAL DESCRIPTION: LOT(S) / ;2- BLOCK SUBDIVISION
PARCEL I.D.' 3' L(c... '2 ~-- ;?( - <::) 0/0 .- 6 / :5 60 .- / l.- (oBTAIN
("r/Z-Pr~ cf 1-/0 /Z-/ 2-;,v S
FROM PROPERT~ TAX NOTICEl
WORK PROPOSED:_New Construction -4S-Addition _Alteration
_Repair - _Install
_Sign _Move _Demolish
PROPOSED USE: _Single Family _M/F _, of Units -$IH
_COIIBercial _Indust. _Swim. Pool _Other
_Restaurant & lIealth Department Approval
DESCRIPTION OF WORK: e 0 tV C /t.. rZ 7€ . / t/ tf' Y'" PA j. ,;
BUILDING SIZE: /'2- L X ~ 1-. rf'oo Square Feet. ~;)/ Height
RESIDENTIAL:
COHHERCIAL
ATTAClI (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.
~UILDING
$
PERMITS REOUESTED
<.. "L0 C) ., 0 5!--
I Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.c.
_HECHAIUGAL
$
Valuation of HeCltanical Installation
_PLUMBING GAS
ROOFING
SPECIALTY
fJ 1 U M I ,uj,/~ther
TYPE OF CONSTRUCTION: _Block.
_FrUle _Steel
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA? -X
YES NO
..**......***.**..*..*.*.*..**************
BUILDIm
CONTRACTOR SECTION
COMPANY ..,~ -yo- r-1 '1 ~ :-:-:> ~
~ ~'~.:" State Cert. or Regist. ,
7- J ~ City License Registration I
*******.******************.***************
~~
,
Signature
ELECTRIC~
COMPANY
State Cert. or Regist. ,
City License Registration ,
**.**..***********************************
SifUlature
PLUMBER
COMPANY
St~te Cert. or Reg!st. ,
City License Registration ,
**********************.***.*.........*..**
Signature
tlEGHANI~
COMPANY
State Cert. or Regist. #
City License Registratioi' ,
************~.****************************
Signature
OTIIER
~ r-::--. .......
~..'COIIPA.Y /77/ffR'/< r;-y-(<<",/o.<
Q / State Cer<. 0.. Regist. '_ P)( "0 "fl' fr/j'-
- CU;y L.icense Registration / ~ L
. *.****************************...********-
Signature
APPLICATION APPROVED BY
JilT OFFICER.
, CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" which 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 lisdeleanor violation under state law. If the owner or intendedJcontractor are uncertain as to what licensing
requirl!llents lay apply for the intended work, they are advised to contact tbe City of Zepbyrhills Building DepartJIent, (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 tbey 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 wishes you to sign
as contractor that lay 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 (ClmPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOleowner's Protection
Guide" prepared by the Florida Deparllent of Agriculture and ConSllller 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 couencelent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that 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 has 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 t~e jurisdiction. I also
certify that I understand that the regulations of other goverIllental 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 lilited to:
t Deparllent of Envirol1lental Regulation - Cypress Bayheads, Wetland Areas and Envirol1lentally Sensitive Lands,
Water/Wastewater Treallent
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 Health & Rehabilitative Services, Envirolmental Health Unit - Wells, Wastewater Treallent, Septic Tanks
t US Environmental Protection Agenc! - Asbestos abatl!llent
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 ucolpensating 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 is~uance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors ill plans, construction, or violations of any code. Every perlit issued shall becole invalid
unless the work authorized by such perlit is cOllenced within six lonths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day extension of tile, lay be
allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each six lonth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEHRNT HAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LBNDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COHMENCEMBNT. JOBS UNDER $2,500 IN VALUE DO NO~ TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
/ .~ ///
/ ,~
~ER OR AGENT ./ -,
SIGNATURE: CONTRACTOR
was acknowledged
, 19 by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
STATB OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
was acknowledged
, 19_ by
who is personally known to me or who has
produced
as identification and who did/did not
Lake an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Sirr ,ature)
(ii", Typed, Printed or Stamped)
NU1id'I' PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC