HomeMy WebLinkAbout06-5611
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5611
Permit Number: 5611
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost: 18,980.92
Date Issued: 3/28/2006
Total Fees: 222.50
Amount Paid: 222.50
Date Paid: 3/28/2006 Phone:
Work Desc: 12X12 SCR.RM/12X12 SHED/20X21 CARPORT
Address: 37530 REY LEWIS AVE LOT 214
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s}:214 Block: Section:
Subdivision: GRAND HORIZONS
Parcel Number: 34-25-21-0170-00000-2140
Name: GRAND HORIZON
Address: 37530 COREY LEWIS AVE LOT214
ZEPHYRHILLS, FL. 33542
H N
ACE ELECTRICAL SYSTEMS,INC
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DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement. n
o OCCUPANCY BEFORE C.O.
~L ' ~~
CONTRACTOR SIGNATURE PERM~
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
l.:l'l'i: OB' :l.J:!iJ:lti i:RtilLLS J:l:t!iRMI fl.' : AJ:l J:lJ,,~GAt.l.' lO~
BUILDING DJ:PAP.'l'MZNT. 5335 8~,;.Streeti Zephyrhilll, J'L 33542
813-780-0020 i'~1'813..780-0021
DATE RECI IVIlD 3,- d. 3- ~
PLANS REVIEW FEE
....
OWNER'S NA::'\'~~ \-\rj\c~~0 PHON~b:~-\C\~'-t
JOB ADDRES~\\5~ ~~ ~ V ~ 'S\~ ~'-iu~\'-\
LEGAL DEseRI PTION: LOT (S) . BLOCK SUBDIVISIONtS::~,=::C'C\ \-\t)(~L )\\
PARCEL ID #34-~ -Q)\ -~-ao~-~\~o (OBTAIN FROM PROPERTY TAX NOTICEI
WORK PROPSED: \J.MtW CONSTRUCTION ~TION; OALTERATION 0 REPAIR ~TALL
OSIGN
PROPOSED USE: ~L FAMILY DWELLING
o COMMERC IAL
o MOVE
o DEMOLISH
OMULTI~FAMILY
o INDUSTRIAL
0* OF UNITS
10 SWIMMING POOL
o MOBILE HOME
~
~\', OTHER "-
r-,~\"0N)
DESCRIPTION
o RESTAURANT
BUILDING SIZE
I
SQUARE FOOTAG~
HEIGHT
RESIDENTIAL:
COMMERCIAL:
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.
~LDI1--lG
~TRICAL
PERMI'I'S"REQUES'I'ED
,..','--,....., ,,' , L I.
S ~ c~~~ S-=\;;:J VALUATION OF T~T~L CONSTRUCTION
. .
NOc..
~.~
AMP SERVICE
o FLORIDA POWER
.~\~~~~.
o PLUMBING
o ~~SCHA1HCAL
s
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOfING
o SPECIALTY
o OTHER
TY PE OF' CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
F'INISHED FLOOR ELEVATIONS
IS PROJECT'IN FLOOD ZONE AREAD YES 0 NO
. J"~~~F:;~~~S~~N~E~~\'~
,. .. .
BUILDER _ '~
SIGN~
;'?P::i"iiii..j;;:U:i
"'., .
SIGNATURE
******************************************************************
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. :~OM~ANyA"~\.=- \~{~
STATE CERT OR REGIST *
CITY PROCESSING * \
ELECTRICIAN
******************************************************************
'.
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #.
PLUMBER
******************************************************************
S I GI~ATURE
COMPANY
STATE CERT OR REGIST #
CITY .PROCESSING #
MECHANICAL
.****.*****.***..*.*****..****..**.~.**********.******************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING *
OTHER
SIGNATURE
*,.********************************.*****************************~
. ''"''w.o._..... .
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" WhiCh
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
5, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be reqUired
to be licensed in accordance with state and local regulations. If the contr~ctor ~s not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intende~ work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, h, is advised to have the
c~ntractor(s) sign portions of the "Contractor SectionsH of this application for which the;
Will be responsible. If you, as the owner signs 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 may be an indication that he is not properly licensed and 1
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's ConstructiOfl
lien Law _ Homeowner's Protection GuideH prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "ownerH prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I c~rtify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated,
certify that no work or installation has commenced prior to is.uance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply tc
the intended work, and that it is my responsibility to identify what actions I must ~ake
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
'Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U,S. Environmental Frotection Agency-Asbestos abatement
I also certify that, if fill material i$ to be used in Flood Zone "AH or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted whie
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit 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 permit prevent the Building Official from thereafter ~equiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless th. work authorized by such permit is commenced within
six months of issuance, or it work authorized by the permit is suspended or abandoned for
period of six months after the time the work 'is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requeste
in writing to the Building Official. An approved inspection must be logged during each
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTI'CE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSl
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDEI
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
A,"~ 7?'~'f:
s6GNATURE~ WNER OR AGEN
A 1J..R~U?
StGNATURE~ONTRACTOR
acknowledged)
known to me, or
STATE OF FLORID~q.~
COUNTY OF
The foregoing inst ument w~~~le~c
Befor me s of '
by
_ ~ame person acknowledged)
~o is personally known to me, or
Dwho has produced
o who
Signature of person taking' acknowledgement
Signature of person taking acknowledgme
Nome type ,
Name
e , p ~ stamp
My Commission 00463268
Expres 0811812009
NOTICE OF COMMENCEMENT
~~~ ' \- (lli
State'of A (-:::J. C::;~ County of ~'\' ~
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following information is provided in
this Notice of Commencement:
1. Oescri ption of Property: Parcel No.::S\ "'::::i'~:)\: -:'IV, I \d> ~ Sw ~'-JQ..* c0\~
S'-\~ ~;:/~2> ~0\ ~y~~ t:0~ - ~\ '-\
(Legal description of the property and street address if available)
2. General Description oflmprovemen~ 1 . \( \'t\~~d~ c~,-\- ,
111111111111111111111111111111111111111111111111111111111III
2006059439
3. Owner Information: Nam~~,i ~c\\-\t){ 1,J"("" N-\ \\\\-\9
Addres~'--~~\\{.'V)\\~~\x~it~\~\b St~~ ,3?DL.\\
Interest in Property:
;. "':Iii.,
~
Name of Fee Simple Titleholder:
(If other than owner)
Address City State
4. Contractor: Na~~\~ ~~ .~~ w:X:::-\ ,
AddreS~~)\\'c:(('~'~ CitL4-\'\ \ b St~ S~
Rcpt : 982023 Rec: 10. 00
DS: 0.00 IT. 0 00
03/24/06 --___'- Dpty Clerk
5. Surety: Name
Address
City
State
~~~d;~~~M~~~3~:~CO COUNTY CLERK
OR BK 6902 ~G 443
Amount of Bond: $
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1) (b), Florida Statutes.
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date
of recording unless a different date is specified.)
Signature of Owner:
Sworn to and subscribed before me this ~
,20CJ\j)
Notary Public: -
My Commission Expires:
PC93053048/A
Il9Zt9KlO UO\S$!WWO:) Av-I
tile:) 8V}:I 8IJ!lQVS
epjJOt::l jO 9ll!lS :l!IQI\d Nl!lON
Nolart Public State of Florida
, Rae Cant
My Commission
Exp118S 0811812009
v '" i ~J ,) r v V " L.&.I .L. oJ . ....J r n...\. 0' ... oJ I 0.. oJ ~ V V
"1"".~.'~ .U.....J.\~L.......~...; .......fJ.l,..,...,
:I~
B & B CONSTRUCTION OF CENTRAL Fl., INC.
4025 MORRIS BRIDGE ROAD
ZEPBYRItILLS" FL 33543
r Ao4HI'
I_A
1 ~OO-224-1206
FRE,E ESTIMATES
"UCENSED · BONDED · INSURED · SKIIlTlNG · STEPS · ROOM ADDmONS · ALUMINUM · CONCRETE"
l..ot ,: 11.
Subdivi$ioo: ~30 COREY LEWIS A V~
12I9I1Oru
G I"e.a....., ~T~
:.:J .., 7 fr II'
('~ Ml~.- LjQL:tP.
...-p Sid~ C.olor.
-i00l@ !Wri.1 11::
i~Modd .:
3e:Im Color:
'\11 .aumiDum roofs includt:; I'1ms. Trint. Guur. Down
~. 3lt3 PO51'S, lAd flMhirut.
~,... ~ft.l.ofII ~$q. Ft. x ~,n -4..J~
7.4 Pans IJ ft. Lons '1% Sq. ft. x 3.11-4.lS
~ Ptns := Ft. 1.tlDl . ~. Ft... 3.77 - 4.3S
Pans Ft. 1..0111 e Sq. Ft. lJ. 3.71. 4,JS
~.......:::=............--;- l.Jt:)I $4.11
~Qalf<lmc..........., ....... ...:!... ,ur '" $5.15
~ won...__..____..__ ....... .....,............ SI57_96
!x4 SM Beam............. '''n'' .u LIF x $4.09
~lC6SM8alm.............,...... ~ LIF x ss.n
~1SM 8euJ.......__.... ....... (.IF}( $6.09
-
~j(1J SM Be.u................_.... _ LIF x Sl.19
:1l9 SM 8c:arnm -- . .. . m.. . . .. ... UF x sa.IJ
-
~lI.IOSM s-m...__......__....n ~ UP JC $9.41
;<qortGableFnming.......... _ X SI02.00
iCIlEEN ROOM W AU.S
.AI" KP -!!.. t~ ~ ..E- + _ - ~ UF x
~ Door 1nl;I~.,:
.:I~...d~Id.....,....... I
;.tM fill one Side...... ..........
nsW.-d Ki~ P...... ...........
:m B_ (ftOI' ""ire\t).... ......... I
-
4~.:
Jnl ny ROOM WAUS
1Vall$ U + 11 + 12 ,+- "':16, UP "
'A4 Studs 16- oc ~ - -
a-t Door.d I Wini:!C)w....... I
;jllgle Window ((;ama)..... n.. ... -L
~ Sh'iekt........................... ~
>out-Je StMl Doors......... ......
~.... + + +
'lNYLiOOMW~ - -
'inyl Wall.....__................... _
!\Sick Ki'* P....... ......... ....
.ap Top lnsidnnd Out.......... _
'Iorida Glass......................
Dsul-.e-Top_d Bonom......... _
~ incbMie a) Z TnklL Units
luc$bolcl and Closet... .. .. .. . ... EA x S 14UtI
I&A will DOC be ~1pObJit>k for any lab
l VrNYL ROOMS X
:=I (I
EA x
LIF lI;
LIF lit
EA It
EA ~
EA x
UFx
FA S
l/F x
t.JF x
,Uf iii
LJF x
.I.IF x
l./F x
.. "
S30.92
$97.96
115.5'
SJ.n
S66.~
$)6.04
$155.70
S51.00
SS.22
$4Z.16
$51.34
SS.93
SIS.40
$10.27
$S.49
GRAND HORIZON
Dak;
$O.l)lI
SO,go
10.00
$(1,00
'"U~
SO.OlJ
so. (Rj
SrJIJo<
$t'(Jj'
57~g211
$<WI. '4
, 1,ro.2<l
$U.OO
W.UIl
$341.1..
Sl ,If6.J.~
~ll l3
$)4,60
S 1.J4i.....
iIl.1IU
SS.lUCI
>>4.4'
s.2tlH'
SMlSa7
JI}.G(I
SQ,fJO
Sl'Sfi.2.
sn,OO
JO.OO
lz,m.6l:
nZ6,lC;
SI09.oo
\ll.lll1
~,O(I
$11.338.81
$7.Z92.11
S350.00
SO.OO
$18.910.92
.an................... -..... ......... r....... ,...r. A PIN.VlCl: CIIAIlCIt OF U% .- _III will .., ~ .. all _...... ""_ClO iII.rn~
J\M'IllAL f'D(:rNf'''Gl ~TJ: ~..~ ....~.5'-a il'et.c.cIAI1- c.a..c.. EST'MATU ARE Ol'lLY COOD FOR" DA l'S.
l'd
GLASS R.OOM WAU..S
W"1s + + + -" 1..If lL
R System huu~ = Jl = - 7 Sq. ft.
Gt.s Door.......... ................. EA
-
~ Railing......................... _ I./F
St.IIpRatlias........................... z EA.
SU20,'11 G.nIJe Door........... _ x _ _ EA x
SI.l~I...., DoorIJader lC EA x
-- ---
lO.OlJ c.n,e Door~ _ X_ _ EA x
$O.OlJ Mise:
$J')I,n
12ot2.u:5
sm.96 CONC1tETE AND BlttCK won
"u~ P8lio Slab........_..... ...!.!.. l(...!!- ", ~ Sq. Ft. 'l( $3.06
S51.lClhdoSWt.............. ~x2!-.=..2.. Sq.Ft. x $3.06
to.ClCI P1IIio S............ .... x = 0 Sq. n. l( $3.06
tu.1lIl PmoSI&b............_ =x=.. '7 Sq.ft. x S3.06
SO.flO S.Wdc............_ 'x,.... 114 Sq. Ft. x $3.06
$4,.... om.e-,............... -;;- II -;- - -;; Sq. Ft. 'Il $3.06
_00 ~.Y Plair......... ~ II D .. ~ Sq. Fl. x $4.59
Raised Utility........... _1 112- J 4" II $34.60
SI.IU.lllt.aiscd Plltio Ii C. ....!!.. x ~ :- ~ Sq. FL JIl. $9.36
RUeclhdo6 C- It = II Sq. ft. x $936
J'17,O(i Over 6 per ft per - :;- x -;- ... 1110 Uf l( $2.96
fO.OO f<X*tld2 ReintOtud............ 16 LJF Jt SS.Z8
SO.OIl Fuotw 12x12 Reinfemld.......... }IS I.JF )( SUI
-
166.'" Skini.F~...................... ~ t)f .It S4.lJ
$O.IICl 1 Tread step...................... _ EA X $109.37
2 Trnd Step.............. ........ _ FA l( $11&.74
Sl.l9'7.46 lTread,SIItp..................___. z fA A 1321.12
411:4 stoop......................... _ fA " 5275.51
$lSS.JI) Bride ~ ~ 5 K"JIh
lSa.OO Spfit Brick AiI". _ lIP @ _ Couna l(
1Q.&4 Split Brick Solid - 1:0 l.IF @ p COUIHli x
$(I.~ Fill Dirt................::=....... -;- loads JC.
SO.OO ~............................. .....=...... .....
MiK:
10.00 looI GrMiIIg.. ....... ..... .. .. . .. .. .
$0.00 NOlE; ~ eo the Fl. ~iWiq Code
!U.OCI a c:nck is nut. ~ pr-oblcdt UDtiI it
$POl) nIICheI~~!4'" widda.
10.00 ~. I. ] CONCRP.Tf.
SIGN: 11 ~ ALUMINUM
$000 DATE: ::J - >r - D lD PERMIT
FAX TO: aU-71S-6S8' TAX
fOil ENGINEEltYNG. TOT Ai.
A $3.20
~ S3S7.00
.It $22.13
x $92.~S
ALUMINUM TOT At
$U9
$2.52
$137.70
$IOO.OQ
x $357.00
~
~;~ ~-60-~l
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
wnJ.LBERRY,FL 33860
(863)646-5517
Date: 02/08/06
B & H Construction
Zephyrhills, FL
Re:
Address:
2006 :5 JAkQ?~l?N D. "'-..(~f\.... Mod. #: CH3 4463 B
~~~Te~~ Lot#: 214
Zephyrhills, Fl.
Dear Sirs,
This letter is to certify that I have reviewed the above referenced
structure to determine the structural adequacy of the existing structure
to receive the attached structure. The proposed structure is roughly a
12x12 Raised Screen Room, a 12x12 Shed and a 20x21 Carport.
The existing mobile home, has been considered and is adequate
as a host structure, with the blocking and anchoring at 5'4". Based upon
review and acceptance of other structure to home per manufacturers
requirements.
As always, should you have any questions, please feel free to call
me at any time.
l!{~
~'b
. 1V7 -.. '
~t..
~l)~' ~ ~\; ~
",,~\f; of "'''\'~\C\l'.. ~
C\1'~ ~~G 0
l\\J\\;l)
4034 The Fenway
Mulberry, FL 33860
1<
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. .. - -
1'1/ REVIEW DATE: ~ ;1/
CITY OF ZEPHY
I BUILDING OFFICI A (
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gradient, load intensity and erosion characteristics of slope
material.
1805.4 Footings. Footings shall be designed and constructed in
accordance with Sections 1805.4.1 through 1805.4.6.
1805.4.1 Design. Footings shall be so designed that the
allowable bearing capacity of the soil is not exceeded, and
that differential settlement is minimized. The minimum
width of footings shall be 12 inches (305 mm).
Footings in areas with expansive soils shall be designed
In accordance with the provisions of Section 1805.8.
1805.4.1.1 Design loads. Footings shall be designed for
the most unfavorable effects due to the combinations of
loads specified in Section 1605.3. The dead load shall in-
clude the weight of foundations, footings and overlying
fill. Reduced live loads, as specified in Section 1607.9,
are pennitted to be used in designing footings.
1805.4.1.2 Vibratory loads. Where machinery opera-
tions or other vibrations are transmitted through the
foundation, consideration shall be given in the footing
design to prevent detrimental disturbances of the soil.
1805.4.2 Concrete footings. The design, materials and con-
struction of concrete footings shall comply with Sections
1805.4.2.1 through 1805.4.2.6 and the provisions of Chap-
ter 19.
Exception: Where a specific design is not provided, Con-
crete footings supporting walls of light-frame construc-
tion are pennitted to be designed in accordance with
Table] 805.4.2.
1805.4.2.1 Concrete strength. Concrete in footings
shall have a specified compressi ve strength if I,) of not
less than 2,500 pounds per square inch (psi) (17237 kPa)
at 28 days.
1805.4.2.2 Reserved.
II
SOILS AND FOUNDA TIONS
1805.4.2.3 Plain concrete footings. The edge thickness
of plain concrete footings supporting walls of other than
light-frame construction shall not be less than is Illches
(203 mm) where placed on soil.
,
Exception: For plain concrete footings suppOrting
Group R-3 occupancies. the edge thickness is permJ I.
ted to be 6 inches (152 mm), provided that the 1'0011 ng
does not extend beyond a distance greater than the
thickness of the footing on either side of the supported
wall.
1805.4.2.4 Placement of concrete. Concrete fOollngs
shall n~t be placed through water unless a tremle or othtJ
method approved by the building official is used. Where
placed under or in the presence of water. the concrete
shall be deposited by approved means to ensure I11lnl-
mum segregation of the mix and negligible lurbulence 01
the water.
1805.4.2.5 Protection of concrete. Concrete foolings
shall be protected from freezing during deposiling and for
a period of not less than five days thereafter Water shall
not be allowed to flow through the deposited concrete
1805.4.2.6 Forming of concrete. Concrete footings are
pennitted to be cast against the earth where, in the opin-
ion of the building official, soil conditions do not require
fanning. Where fonning is required, it shall be in accor-
dance with Chapter 6 of ACI 318.
1805.4.3 Masonry-unit footings. The design, materials
and construction of masonry-unit footings shall compl:-
with Sections 1805.4.3. I and 1805.4.3.2, and the proviSions
of Chapter 21.
Exception: Where a specific design is not provided. ma-
sonry-unit footings supporting walls of light-frame con-
struction are pennitted to be designed in aCcordance WIII1
Table 1805.4.2.
1805.4.3.1 Dimensions. Masonry-unit footings sh,ill be
laid in Type M or S mortar complying with Seclloll
TABLE 1805.4.2
FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCT/ONI. b. C. d
WIDTH OF THICKNESS OF I
NUMBER OF FLOORS FOOTING FOOTING
SUPPORTED BY THE FOOTlNO' (lnoh..) (Inches)
J 12 6
I
2 15 6
3 IS Sf
II
For 51: I inch = 25.4 mm, I fOOl = 304.8 mm.
~L Depth of foolings shall be in accordance wilh Section 1805.2.
b The ground under the noor is permilled to be excavated to the elevation of the top of the footing.
l Interior-slud-bearing walls are permilled to be SUpported by isolated footings. The fOOling width and length shall be twice the width shown in Ih,s (able. i1nd IDOl.
jngs shall be spaced not more than 6 feel on center.
II d For Ihickness of foundation walls. see Seclion 1805.5.
e Foolings are permilled to sUPPOrt a roofin addition to the stipulated number ofnoors. Footings supporting roof only shall be as required for sUPPOrt ing one Iloor
I. Plain concrete foolings for Group R-J Occupancies are permilled to be 6 inches thick.
FLORIDA BUILDING CODE - BUILDING
18.5