HomeMy WebLinkAbout06-5883
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5883
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost: 21,733.51
Date Issued: 6/21/2006
Total Fees: 245.00
Amount Paid: 245.00
Date Paid: 6/21/2006 Phone:
Work Desc: SCREEN ROOM, SHED. AND CARPORT
5883
ADDITION/ALTERATION
434-ADD/AL T RESIDENTIAL
MOBILE HOME SUBDIVISION
Address: 37604 COR Y LEWI
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: GRAND HORIZONS
Parcel Number: 34-25-21-0170-00000-2190
Name: GRAND HORIZON
Address: 7645 GREEN SLOPE DR
ZEPHYRHILLS, FL. 33542
ACE REFRIGERATION 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.
REINSPECTlON 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."
~~~::ANCYBEFOREC.O. ~_~
CONTRACTOR SIGNA TUR PERM IT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Date Received
I
1
Fee Simple Titleholder Address I I
:~~~~ '~A:~D~~~-Q)\ trJ~-C:~~~\~
(OBTAINED FROM PROPERTY TAX NOTICE)
~ NEWCONSTR ~ADD/ALT D SIGN 0 MOVE D
~ INSTALL t=1 REPAIR
D SFR D COMM D
~ CK D FRA D
DESCRIPTION OF WORK \C:)''\.... \-=.:S ~~\:.i ~
1 I SQ FOOTAGE I ~~ I
11111111111111111111111111111111111111111111111111....11111111111111111111111111111111111.111111111111111".1IIIIII1IIIII1111111111111111111111111
1~\\3?JS\ I
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1$ I
D PLUMBING 1$ I
D MECHANICAL 1$ I
D GAS D ROOFING D
FINISHED FLOOR ELEVATIONS 1 I
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Owner's Address h~~~ \' ~ Cfu::\5\\)\L. ~
Fee Simple Titleholder NamJ
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's Name
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
DEMOLISH
BUILDING SIZE
PROPOSED USE
TYPE OF CONSTRUCTION
~
if
BUILDING
VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL
AMP SERVICE
D
PROGRESS ENERGY , D W.R.E.~
~\{Q. ~~\.
VALUATION OF MECHANICAL INSTALLATION
~bG~
SPECIALTY D
FLOOD ZONE AREA
OTHER
DYES
[~NO
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MECHANICAL
SIGNATURE
COMPANY
REGISTERED
~~~~::~~~;9~\~~~1
~ License # IU~a-:::)\-\~
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License # I \ ~ I I
I
I
I
I
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I
Y/ N
FEE CURRENT
Y/N
Address
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Address
License #
YI N
FEE ClIRRENT
Y/N
Address
License #
COMPANY
REGISTERED
OTHER
SIGNATURE
Y/ N
FEE ClIRRENT
Y/N
Address
License #
11111'1'1'11'1 '11111111111111111111111111111111111111111111111111111111111111111111111111111111'1111111111111111111111111111111111111'1"11111111
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
SIGN PERMIT Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
I J. I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I . . I I I I I ~ . I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
DirectIOns:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COONTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades NC Driveways Fences (Plot/Survey/Footage)
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "de~d" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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
contractor is 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
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify 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. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-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.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT INYOUR
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.
FLORIDAJURAT(F.S~1 03) 2 /J - L1 ~~
OWNER OR AGENT .1.... ~ CONTRACTOR ':1:
,~ubscribed and sWoql'\o {o a fo me'this \ \ .m~and to ff1 e this \ ,
~\L.\:)~ by \..S:i by
Who is/are l2erSonally known Who Is/are ~rsonally known t
~-_. ---=----
.oFt; . Notary Public State of Florida
~ .ml~
'\; ., ~ My Commission 00463268
0,,.'
tamped
, ,)
State of~G
NOTICE OF COMMENCEMENT
County of ~~~ \J .
TH~ UNDERSIGN~D 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. Description of Property: Parcel No.'?-)i"-cDt..\t ~C\L\{ \. ~t ::\\G l--J ~ 4=:-~f=1
.~~ -0~~\-aTl\CJ-~1\C'f)-~\'1
(Legal description of the property and street address if available)
2. GeneralDescriptionoflmproveme~" ( \Qrf\~cl~~'Jr+ ,
111111111111111111111111111111111111I11111111111111111111111
2006125325
3. Owner Information: Nam~ \>\\~CX-\ ~\'"'\(\ \C~\i\\\V
Addre~'u>~~\. t>\~l;\~\~ U !=it~~0'~I\,\,\~ Sta~ ':\~\ \
Interest in Property: Rcpl: 1008425 Rec: 10.00
os: 0.00 IT: 0.00
06/20/06 --____ Dpty Clerk
Name of Fee Simple Titleholder:
(If other than owner)
fl' 4
JEO PITTMAN, PASCO COUNTY CLERK
06/20/06 10: 50 am 1 if 1..
OR BK . 7044 PG 8a0
Address City State
Contractor: Na~\--\ ~ ~~. \)~ ~C\ \.~
Addres}\~\' ~ '~i?"Q \hr~\\ \<:,
5. Surety: Name
StatM . 3'=\~~
Address
City
State
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:
I';ame
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.)
My Commission Expires:
PC93053048/ A
Sabrina Rae Cant
Mv Commission 00463268
E~plres 08/1812009
B a H CONSl1tucnON 01' CENTRAL '1., INC. L.-
, Q/04JII:S 4015 MORRIS BRIDGE ROAD "~h.'i
FREE ESTIMATES ZEPHYlUIILLS. FL 3~3 1-.800-224-12.06
"LICENSED · BONDED · INSURED · SKJRTJNG · STEPS · ROOM ADDITIONS" Al..;UMINUM · CONCR,EU'"
Lot G) Sl&bdivjsion: 316()4 ,
COREY LEWIS AVE GRANO HORIZON Detle: 01l26J06
1 ~ Sidin&. CoInr. ,-\Q..'\....I GlA.~ ROOM WAllS
Hc1ftlc Serial 11: :;l7~(P":\ Wa!Js + + + = ~ tJF )( t(.oo
L. ~ - .s-::~o l UJ -- - -
H\)fflC Medel #~ ( . R syslMl In..,a1Q4 x = 0 Sc.l. ft. x ~:uo w.oo
1Bc:un CoIcw: - - -
GJ.&s Door'h ........ h ____ ____.__... EA x Sl51.00 so.(ICI
~l aluminum roof5 iDc:Nde-: PlIIIS., Tiim. Vnuer, 00wII - $!LOll
R-.t blWis. ___ m_ .. . ~ . - - -- - . ~.. . &. UF x S22.13
_.
f~. 3xJ l"ow. and Flashift2. Stq:l ~l.iftg. ................... ....... 2 EA ).: $92.t5 $1"~.1O
f2 PIInS ~ Ft. I.Gna ~~.FLJl 3.11.4.35 u..~.S) Gan(rje Door... . .... ... x EA l( w.oo
- - -
11 ~ .-..!!.- Ft. I..Ms ~Sq.Ft. ]I, 3.11 - ".:JS g,..op o.n,e- J:)Dor B-dn' 11( EA )( ID.ClCI
- - -
Pa~_Pt.l~ 2- Sq. Ft. 1C 3.11-4.35 ..DO .........nc-- Opener x FA :\; SO.OO
- - -.
Pan~ Fl lAni ~Sq. Ft. X "3.17 .4.1~ SO.DO Mise: ~.oo
--
Vlll~'C... ....... ............ ...... .L Lf ). $oUI 516&.)$ ALUMlNI)M TfJTAL Sl.11~.33
I\JltIk:I CD ~..........__...... &'l tJF x. 55_IS tltt.s
- SII7.~
Beam won. $157.96 CONCltEIE. AND 8RJCK WOlU(
2x4 ~M Beam..................... y' LIF >. $4.09 $JtIf>.1J PaSio Slab....... .__._ , x " ~ "... ~.rt. lie $.:'-'-.16 S~57.l,l4
Z"6 SM Beam.. ................... 10 IJF 'I( $$.71 $r.J.9J PIllio Slab............ .. ~ X l:l -~ Sq. Fl. x S3.06 11'U~
:b1 5MBam..............m.... 1.JJ' lC. ~-op ID. GI "'io SIab..--........_ ,:c.s " n. - .$!I Sq.t~ -.: ~.06 $oJ14..JO
~J SM s.m...................__ ~ iII,llft -
llF 1C SU~ hIio SIIIb..__.......... _ " _ - -'!.... ~. ft. " $3.06 $0.00
-
2'C.'9~~... ......-..-..._-_. liT l( sa.S3 iO.OO S\ck: 'W"tk.. __. ... .. . .... ~ x 41) = ,... ~.R. x S3 J)6 f.-~7.2<l
-
2x J{) SM BcatII. __..... ........,. '.IF ;. S9.41 10.00 Dti-.y...... ........_ ~x~ ~-.rs.. Sq.ft. \: U.06 tU97.Jl
-
Carpon Gebl~ FrwniPSo. .... .... J(, $IOUN SO.4lIll Drtv~ f\lIir......... ~ J(,..:!L - ~ Sq. Ft.. ... SJ.06 ~,11
-
SCRILN R(N)M WALLS RaU_ Urilir,yun____._ _1 112. I .. .. SJ4.60 S.l<I.6Cl
lapKP ~ +~+~'_ " JH U!-' ... t.lO.9Z $1 ClP7.. rc.;~ hrio 6 C- ~x.~ = ~ Sq. fL ..: W.J6 ~1.450.1Cl
Screefl Duar IndDdes.: Raised hOo 6 e- 1( = -2- Sc.l. Ft. x $9.36 50.00
- -
(1(>llCl' IIftd 1~4.... ........ -L. EA x 191.9l5 S9'7.96 0\-.. 6 per ft per - ~:It --!.- . ~ 1..,oF 1( 12.% S~j.40
roablr Fill onr Side......... ...... fA" l( 115.56 JO.llII 'oorerIXJZ ~........... '" Uf IC SS.zJ SJJ1.cn
- -
lQSU1aled Ki~ Pbrk:. ..... .... .... LJF )i S3. "-2 to.OO Fuor.er l~U R..iftfiM~....... . .., ., l)F l{ SUI $2..-'-'71'
- -
hn ~ (1lQt wi..d)............ f.^ x $66.:5ll SU.I'IO SIdJtiDg J;oocer......... ........--..h '" L/F j(, S4.U ~1;u.:.66
- -
Mi5oC'.: lQ.oo 1 Tf"QId Si4lp........ ....... rA ... SIU9.37 .1-0.00
.... -
\.muTY ROOM WALLS 2 Tr04 SIep................ ...... F.A " S21S.74 so,oo
-
Wall~ ...s... + 1 ... .2 .. .. JI UF )I; S36,M $I ,11 1,.l.4 ) r... SlIp. ..... ...... ...__ ..... 1 EA I( 5>JU.lZ s.56:JA
- ~ -
Do. S\\Ids l6" OC ob4 ~.....-........... ...-...' EA l( W5~o;2 SI\.OO
-
S~Dooland J W~__'''h I EJ\ x $155.10 S15S.1O Bride ~ MIL'IC $ High
Single Wifl~ (E:dn)......---- I E.~ x SSttOO $SLCI! Split Brick Air . LJf @_ a-ses " $2.29 ~.w
&r,t ~dd........ __.m........' 1 LIf 11. S$.1l SJ6$6 Split Bride Solid ~ LIf @.~ " S2.5Z n.nl'St'>
,-
Double Sbatf Doocs.... . .. .. . .... r..A S to.OIl Fill DIn.... ....... ............. . ...... , ~ "- Sn7.7o S&26.bl
- -
IG........._.. _ ~_ -1"_ = ~ LIF ); $4%.16 SO.CO Prareel.............._.... ................ "... ..."...... $100.00 SIOU.W
VJNY1. ROOM WAU.S MiS(:: SiO..OlJ
Vinyl Wall.......... ..... __. ... __... 1.If l( S$1J.4 SD.1lG ILo. c:inJcIiac... .... ................... x S3S1.00 SO.DC1
-
fu.sjJr Kid. 'Pla.to:, ..............." L/F x $S.93 iII,QO NOTE; AcCwdiqlO the FL Buildlna Code
-
~ Top Irl,i.:v. ae4 0__. . . . ... ... l.1F :!'o $15.-40 Jl\.OO . cndt. is I)Qt . SU\IttUnl probIan unti I it
-
tlorida Glacs. .........._. ......._. LIF x SJO.l1 $0.00 r-.:b&s 114. ift .;4dL
- SIGN: Q" 'et..- '^--
1nsuJ.w T top wnd l~..... ... t..Jf' " S5-49 JD.OII C'ONCRETE Sl~667.1r
-
Daon incl~ (2) 2 rrwck. Unib AL.UM1NIJM $6716.33
Threshol4 and CInscr. . . . . ... ... . EA x $147.61 10.00 OA"fE; ;2. - ~ C:, P~MIT S350.00
B&H will JtOl be: rc:spmsible fbr!IIIY ~ FAX TO; an-11S--65&S TAX SO. 00
in V(NYL kOOMS X '.' FOJt.l!NGtNEERlNO. TOTAl. S21,7HSl
All .............. ... _....... ..., _~ ...... -)/ftr. "FI1'f.ura UldGII; 0. 1 $% .... ~ _iIII .. .--.. ell aIt .....-a ..._ .. ."""....
..uINV~L rt;lICDIT~:1IATI&: ~u*)(,.... _..,...... iI..-, _....... ISn~u..r...sAU OfIIu' Goaa 1'OJl1ll1M.l'S.
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S3WOH SNOZIMOH aNVM~
~oj(J~.::l ~.\792: I] l 9002:- L(;' - I
996CZ&LCT& XY3 LZ:TT 3Jl 90,&ZIZO
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FEIfWAY
MULBERRY, FL 33860
(863)646-5517
Date:
02{28{06
B & H Construction
Zephyrhills, FL
Re:
Address:
2006 Jacobsen
37604 Corey Lewis
Zephyrhills, Fl.
Mod. #: CL3 SSO 1 W
Lot #: 219
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
10xlS.S Raised Screen Room, a 7x12 Shed and a 12x54 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.
t t/tt/
onard G. Wood
4034 The Fenway
Mulberry, FL 33860
BUILDING SHALL COMPLY WIrn
ALL APPLICABLE BUILDING
ELECTRICAL, PLUMBING ANI)
MECHANICAL CODES
BUILDING SHALL COMPLY WITH
ALL APPLICABLE CITY OF
ZEPHYRHILLS ORDJN ANCE.
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--- FOR: B&:H CONst OF CEN FL INC
8'-0" --- 4025 MORRIS BRIDGE ROAD
-- r--. ZEPHYR.HIl.Ls, FLORIDA 33543
800-224-1206~AX 813-715-6585
1l-lESE STAND AND PlANS MEET
7'.-0" THE 200. FLORIDA Bun..DlNG CODE
lO lO \0 \0 BUll.DlNG SECTION 1609
I I I I : MAX 7J 'lid'!:
lO \0 r"- ,. " Co CO (7) 01
, .Kl_~/J:-1~ >1/11,1
MAXIMUM TRIBUTARY WIDTHS OF BEAMS
EDGE BEAMS AND CENTER BEAMS lEONARn G. "GEOFF' WOOD
BEAM SPAN CURVES - 11 0 MPH WIND VELOCITY ENGINEER
LEONARD G. WOOD. P.E. .47377
4034 THE FENW A Y
MULBERRY. FLORIDA 33860
TELEPHONElFAX (863) 646-5517
, MOBILE (863) 287-7073
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gradient, load intensity and erosion characteristics of slope
materi al.
1805.4 Footings. Footings shall be designed and constructed in
i!.ccordance 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 speci fied 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 permitted 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 permitted to be designed in accordance with
Table 1805.4.2.
1805.4.2.1 Concrete strength. Concrete in footings
shall have a specified compressive strength if' c) of not
less than 2,500 pounds per square inch (psi) (17237 kPa)
at 28 days.
1805.4.2.2 Reserved.
SOILS AND FOUNDATIONS
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 8 Inches
(203 mm) where placed on soil.
Exception: For plain concrete footings supporting
Group R-3 occupancies. the edge thickness is permit-
ted to be 6 inches (152 mm), provided that the footing
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 footings
shall not be placed through water unless a tremie or other
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 mini-
mum segregation of the mix and negligible turbulence 01
the water.
1805.4.2.5 Protection of concrete. Concrete footl ngs
shall be protected from freezing during depositing 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
perrriittedto be cast against the earth where, in the opin-
ion of the building official, soil conditions do not require
forming, Where forming is required, it shall be in accor-
dance with Chapter 6 ofACI 318.
1805.4.3 Masonry-unit footings. The design, materials
and construction of masonry-unit footings shall compl\
with Sections 1805.4.3.1 and 1805.4.3.2, and the prOVISion,
of Chapter 21.
Exception: Where a specific design is not provided, ma-
sonry-unit footings supporting walls of light-frame con-
struction are permitted to be designed in accordance wi I h
Table 1805.4.2.
1805.4.3.1 Dimensions. Masonry-unit footings shall be
.laid in Type M or S mortar complying with SeclIoll
II
TABLE 1805.4,2
FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION-' b. c, d
:
II ~
~
I
f---
WIDTH OF THICKNESS OF
NUMBER OF FLOORS FOOTING FOOTING
SUPPORTED BY THE FOOTING' (Inoh'l) (Inchel)
I 12 6 ,
2 15 6
3 18 8f
For 51 I Inch = 25.4 mm, I fOOl = 304.8 mm.
d Deplh of foollngs shall be in accordance with Section 1805.2.
b The ground under the floor is permitted to be excavated to the elevation of the top of the footing.
c Interior-stud-bearing walls are permitted to be supported by isolated footings. The footing width and length shall be Iwice the widlh shown In thiS lable. "nd IOUI
Ings shall be spaced not more than 6 feel on center.
II d. For thickness of foundation walls, see Section 1805.5.
e Footings are permitted to support a roof in addition to the stipulated numberoft1oors. Footings supporting roof only shall be as required for supponlng one Iluor
I Plain concrete foolings for Group R-3 occupancies are permitted to be 6 incITes thick.
FLORIDA BUILDING CODE - BUILDING
18.5