HomeMy WebLinkAbout07-6852
,
\
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
6852
Permit : 6852
Permit Type: ALUMINUM
Class of Work: ALUMINUM PACKAGE
Proposed Use: MOBILE HOME SUBDIVISION
Sq. Feet: Est. Value:
Cost: 28,546.67 Total Fees: 297.50
Amount Paid: 297.50 Date Paid: 7/13/2007
Address: 37100 NEUKOM AVE LOT 353
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: GRAND HORIZONS
Parcel Number: 34-25-21-0180-00000-3530
Name: B & H CONSTRUCTION OF CENTRAL FL.
Addr: 4025 MORRIS BRIDGE RD
TAMPA FL 33543
Phone: 813782-1064 Lic: Phone:
Work Desc: 10 X 16 SCRN RM, 10 X 20 SHED 17 X 20 CARPORT
Name: JETTE,HELENI
Address: 37100 NEUKOM AVE LOT 353
ZEPHYRHILLS, FL. 33542
r \ no_Lo(~
%123/c) 7
~:t""""-
SLAB
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1 ST ROUGH PLUMB
REINSPEC1l0N 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."
~6~T~~~~~NATURE ~;~
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
U I \.r I vV-Vu,"u
vllY UI L.t:IJIlY 111111::> r t:11111 L MlJlJlIl.id LIUII
Building Department
, ~v~i6Y
Date Rec':!ved
\
Owner's Address t=i.d..~..-~ '\ ~~-=S~ \J
Fee Simple Titleholder NamJ
I
I
Fee Simple Titleholder Addres. I
I~I\~ \D~\\r\nM. I LOTti ~~3 I
PARCELID#I3\~~\ '(x)\CJ~~--cJt2i::)3 I
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE D
1\\\0~ ,\'Y.~ "
OTHER I
Owner Phone Number
Owner Phone Number I
Owner Phone Numb~r I
Owner's Name
JOB ADDRESS
SUBDIVISION
DESCRIPTION OF WORK
o
DEMOLISH
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
. I . ,
1$ I
1$ I
D ROOFING 0
AMP SERVICE
D
PROGRESS ENERG~ ~(~ ~m
NOe- /
D
PLUMBING
D
D
MECHANICAL
VALUATION OF MECHANICAL INSTALLATION
GAS
SPECIALTY D
FLOOD ZONE AREA
OTHER
ELEC
SIGNATURE
Address
FINISHED FLOOR ELEVATIONS
DYES
DNO
License #
Y/N FEE CURRENT
License #
YI N FEE CURRENT
License #
YI N FEE CURRENT
License #
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
MECHANICAL I
SIGNATURE .
Address I
OTHER I
SIGNATURE
Addres. I
COMPANY
REGISTERED
Y/N
COMPANY
RliGISTERED
Y/N
"1111111111 f 1111111111111111.1111 ~'III'!. ~ II' P ~ 1 nl~.,.n;~ 11.: !I, ~'1111,111111 ~ 1I11 !,II,IIIIIIIIIIIIIIIIII ',1111111"" 111111111111 J I fill' 111111111111111' III
RESIDENTIAL Attach (2) Plot Plans; (2) sets of BuildIng Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onslle, Construction Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL , Attach (3) sets of Building Plans; (1) ,.t of Energy Forms.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
SIGN PERMIT Attach (2) sets of Engineered Plan..
....PROPERTYSURVEY required for all NEW construction.
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 J I . I I I II I I J , I '1 I I I I I I , I J I I I I I I & . . . I I I I I I I I I I I ~ II & 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 j
Direction.:
Fill out application completely.
Owner & Contractor sign back of appllcaUon, 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 COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades Ale Driveways Fences (Plot/Survey/Footage)
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "peed" restrlctlollS
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance witrl ally
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor ur
contractors. to und.ertake work, they may be required to be licensed in accordance with state and local regulations If tile
contractor IS not licensed as required by law, both the owner and contractor may be cited for a misdemeanor vlolatiull
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for tile
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) 51gl1
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 Pascu
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understallUs
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change uf
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 tlrne 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 someorle
other than the "owner", I certify that I have obtained a copy of the above described document and promise in gOOd faiHl 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, Wetiand Areas, Alterlflg
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 fortrl 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 irwaliu
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 extenslOfl
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.
'\
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
fJct~
Site:
'1 -I~ - 0',
3--' \ 0 0 ~e.~(JY1\ Au€.... .!J '"35~:)
Date Received:
Permit Type:
f).",.
~ "YY\
PKc
iT
Approved wino comments~
Approved withe below comments: 0 Denied withe below comments: 0
::").:)+uC> -- ,fi. ~7 7 f
Tills ~uj :;be k~l Mfu fue ;::OC pillm
Kalvifi Switzer..,... ~ Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Ma~ 02 07 12:16p
From:
Grand Horizon Hom@s
813 7158585
p.5
1171 P. U~/~
8137823966
01/29/2007 10:31
B & B CONSTRUCTION OF CENTRAL FL, INC.
4025 MORRIS BRIDGE ROAD
ZEPHYRIIILLS, FL 33543
C SlISI06
FREE ESTIMATES
!.MIll
1-800-224-1206
A.I~06
....LICENSED · BONDED · INSURED .. SKIRTING' STEPS * ROOM ADDmONS .. ALUMINUM iii CONCRETE.'
Lot #; 353
Subdivision: 37]00 NEUKOM AVE
GRAND HORIZONS
Date: 1/26107
Lap Siding Color:
Home Serial #;
Home Model #:
Beam Color:
All aluminum roofs iJK;ludc: Pans, Trim, Gutter, Down
spouts. 3x3 Posts, and Flashinlil.
l8 Pam.....E- Ft. Long
21 Pans 31 FL Long
Pans _ Ft. Long
Pans _ Ft. Long
Valance...... ........ ......... .....
Gutter on Home...... ..... .......
Beam Wotk
2x4 SM Beam.....................
2x6 8M Beam......... ...... ......
'];x7 SM Beam......... ............
2x8 SM Beam.....................
2x9 5MBeam..................... 40
2xlO 5MBeam..................n
CarpDrtOable Fmmmi.......... _
SCREEN ROOM WAlLS
Lap KP ....!... + .l + ....!L T _ = ~ UF II
SCIeel1 Door Includes:
Closer IIDd 'l'hRshold............
Gable Fill ODe Side... ..... .......
Insulated Kick Plate......... .....
Fan Beam (notwircd)............ 1
Misc.:
UTn..ITY ROOM WAILS
Walls- + + +
2x4 Studs 1611 OC - - -
Shed Door and 1 Window....... 1
Single Window (Extra)........... 1
Bug Shield......................... III
Double Shed Doors..............
Gable won. 10 + 2\1 + 20 +
VlNYLROOMWAILS - -
Vinyl Wall..,.... ...... ........ .....
Inside Kick Plate:.. .... ......... '"
Lap Top Inside and 0Ut..........
Florida Glass........ ...... ........
~ Top and Bottom. no' on
Doors include (2) 2 Track Units
Threshold and Closer...... ...... EA x
-
B&H will not be responsible for any leaks
in VINYL ROOMS X
= 0
~Sq.Ft. II
~'1 Sq. Ft. II
~Sq.Ft. x
o Sq. Ft. x
31 VF 11
-
]04 LIF II
LIF II
UF II
ill II
L'F II
I1F II
UP X
EA II
1JF x
IJF x
EA II
LIF II
= ~
EA ]I
EA x
UF x
EA $
UF "
x
3.89 - 4,49
3.89 - 4.49
3.89 - 4.49
3.89 - 4.49
S4.90
S5.31
$157.9<i
$4.28
$5.98
$6.44
$8.76
$9.51
$10.28
$102.00
GLASS ROOM WALLS
Walls _ +_ +_ +_"" ~ LlF x
R System Insulated ~ X ~ = ~ Sq. Ft. x $3.20
Glass Door........................... _ EA x 1357.00
Hanrl Railing.......................... 16 UF X $22.13
Step Railing........................... s EA x $92.85
!770.22GarageDoor........... _x_ _ EA X
$2,.532.39 Garage Door Header _ x _ _ EA x
$0.00 GIU'Ilge DoorOpc:ner _ x _ _ EA x
$0.00 Mise:
5151.90
5552.24
$137.96 CONCRETE AND BRICK WORK.
so.ooPatioSlab.............. ....!.!!...x..2!!..= ~ Sq.Ft. x 53.21
SO.DO Patio Slab.............. 17 X2!.. = ~ Sq. Ft x $3.21
so.oo Patio Slab..... ......... --!- x -2!... = ....!!!.... Sq. Ft. x $3.21
SO.oo Patio Slab........ ...... ... X 10 0= 40 Sq. Ft x $3.21
5380.40 Side Walk.............. -;- x 1),( = <102 Sq. Ft. x $3.21
50.00 Drivewlly............... ~ 1l....:2.. = ~ Sq. Ft. x $3.21
SO.oo Driveway Flair......... .2.... x ~ .. .2!.!.. Sq. Ft. x S3.21
Raised Utility........... _1112" 1 4" x 534.60
$1.181.81 Raised Patio 6 C- ....!!... x ~ 0= ~ Sq. Ft. x 59.74
Raised Patio 6 C. _ x _ = -.!... Sq. Ft. x $9.74
S 100.56 Over 6 per ft per - ~ x .2-'" -E!. L/F :x $3.04
$4.00 Foo~ 8x12 Reinforced............ 17 UF x 85.S3
suo Foota" J2x12 Rcinfon:ed........... ~ lJF x f:l.76
561.70 Skirting Footer....................... 12 IJF x $4.28
$0.00 I Tread Step...................... _ EA x 5110.12
2 Tread Step...................... _ EA x $221.59
$0.00 3 TrcadStcp...................... 4 EA x $333.22
4114 Sloop................. ........ 2 EA x $284.52
5166.20 Brick Skirting Max 5 High
$60.00 Split Brick Air - _ UF Q! _ CO\II'8ICS X
SS2.20 Split Brick Solid 14 LIF., 9 COlII'BCS X
SO.oo Fill Dirt.. . . ...... .. . .. ...::=::. .. . ".. -;;- Loads X
S2.165.SO PRlIR:at.................................. .................
Mise: "'x4S' wlllk
SO.OO Lot Grading..... .......... ...........
$C.OO INOTE: According to the FL Building Code
$0.00 . crack is Dot a structural problem until it
$0.00 reacbes~/4" in .
S(lJlO CONCRElE
SIGN: /~{ () 1 ALUMINUM
$0.00 DATE: 6> PERMIT
FAXTO: 813-715-6585 TAX
FOR ENGINEElUNG. TOTAL
ALUMINUM TOTAL
$2.52
52.7:5
$1-40.00
$100.00
$S71.80
x $357.00
$0.00
52-72.0oOn
$0.00
53.S".08
54604.2S
$0.00
SO.OD
50.00
SO.OO
511,817.48
$6"1.00
51.1l91.40
S2S6.80
$128.40
S I ,290.-42
SI.60S.DO
S539.18
5304.60
51."&.040
50.00
$547,20 .
594.01
5388.oD
S35O.96
SO.OO
SO.Oll
51,331.0
S569.04
SO.DO
53,663.00
51,S40.0lI
$100.00
$S71.8O
SO.OO
$16.309.19
$11 877.48
$360.00
$0.00
$28,546.67
All "'orlcm.....lp ad matcriab an puuteed for on par. ,. FINANCE COAllGE OJ' 15~ pee' _.. wW br =-M en sllllllpllld _Ilb ba anaT&.
ANNUAL PERCIJ'ITAGE jL\TE of J'% pip_naRY"_ rea It~.. NIIecI. ESTIMATES..uu: ONLY GOOD roR 30 DAYS.
UF ll.
I1F x
LIF x
LIF x
UF x
x
532.83
$100.56
516.71
$3.92
$67.10
537.19
$166.20
S60.00
SS.22
543.31
$51.34
$5.93
$15.40
$10.27
SS.49
$147.61
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
MULBERRY,FL 33860
(863)646-5517
Date: 05/02/07
B & H Construction
Zephyrhills, FL
Re:
Address:
2007 Jacobsen
37100 Neukom Ave.
Zephyrhills, FL.
Mod. #: CL3 4568 B
Lot #: 353
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
10x16 Raised Screen Room, a 10x20 Shed and a 17x20 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.
Sincerely,
iJ/~
Leonard G. Wood
4034 The Fenway
Mulberry, FL 33860
7~1J.f)7
REVIEW DATE
CITY OF ZEPHYRH'LL/~)
PLANS EXAMINER .
t.. T 1" \~\' r\)~J;" ",-' SY,-;/-\.LL CO?vii'?:;\"
~ J. . ......J , '-- .', ..... ..
'[)REVAILlNG CODES, FLORID;" bUILD
rODE, NATIONAL ELECTRIC COCI: AN'
cry or ZEPHYRHILLS ORDINANCE~
~?
1-~ c.'.:' ~-.,
>-.:Iq'%
~::::3 ~~
~::::Jf.:I.:J
f=:r::o@
:s~u
>--~u~
fiojg@
O~uo
...... Vi
u.u.J>-.:I
;j[@r;j~
~o>-.:l~
t:qU~~~
ViC;JO::r:::-r
~~h&'-..
O::::3~N
:s 2E . f!s
::'~ u.J ES >--
.;J~O"-
~Q..,ud
~~4
\::I:o:;
IXW
W~~
tca.~
O~G)
~~(/)
-~Z
~_:5
Lf.(,)Q..
~ ~
(J
~~ ~
~ ~
"'I ~ ~
1,:..1\
~ D
,~ ~
1__ 2:z ~
~ en ,~
J\:J
\.
1<
~
0......
("'
....
~
'-
~
~
~~
~
~
-l>
'j\
I~
"\
~
~
I.
~
>fi
\
~
,~
"
~
~,~
.~~
~~
\\J
..
'~
~
;
. ..~,
...
...
~
i
~ >>g
8~~
0:"-'
u. u.
c.; Q,) -
'E;=j
~~~
~~ .~ ~
~ K
"
~
~ ~
~ 0;:, .'\.
~ '-..l
k.. \ f0
--)-... ,..........
'::~ ,"
~~
,\
~ 10 '- ~ I!::.
~ :;Jj" ~
V) ~\Z
~
~
~
~ (j 0,~
G ..", '" ~
.I" {'\ ~ "'<
1-- 'J ~
\J ~ ~ l\J
\ I, ~.. <\," (\.)
~ .......... "-
V\..Q~ ~~
" I' ,,'~
~ (j ",'" ~
'-t-- ~Do~
'()
Cl'O
'<
\..
~
.......
'^
~
~
~
'>() lY\
<J I
. _ 0-....
~. '/<;: ,
~
,~ \(j
'.: 1-iJ
f'r.. ^
-'-')
"
I'
~
~
~l
~I
"
~
~
1\',
\:)~
~~ ~
0.. \(j
~ \<0
~V\
,I
~
.~ ~
"\ 0
~ ~ l~
~~ ~ .-<
~ ~ 0....... p. ~
':: ~ ."'-
:~ I{; ~~ ~
"<) 7J Ill. ~ ~
~ .""\ ""'-.;::
... .. .,,'-l \J I "-- ""'.
<)-.. v ''l- ~ '..J
.' '" Vj ~ ~
I ..
k-- .CJ
.........
~
"-
~
'5;)
~
~
~
~
i
~ '"
"C ~::g
8~~
~~~
",,, ..
..,~ ~
lli.... .8
&;g-s
.........::;;
~
w
::>
o
!
!
;
i
!
o
)(
.
~
.
,."
~
-
iii
~
Cl.
~~~
~B~s
~ ;:) i:Q S V'l
o~oo ~
~C/l~~ 0..
~ ~ ~ ~ ~;
~~~~ 9~
dd m;
~~g~ d
~gg~ o..m
NOllOOlLlSNOO TN'" ..,x..\.
~
w
~ J
~ ~
.'A ~,
""l ~
'"
~f
----------,-------1
w
t i ~ I
g~ ~ J. g
c.:!i · Cl:l Cl
~ 7T N.W ;:i ~
...J ~t3cx
L.J
~~
.... .
>< ..,
~~
)0( .
t ...
(Il N
w
::a
o
:r
::J
03
o
::a
<.:I
z
~
8
Ci
~
:s
::l
:z
:i
::)
~
g
o
C
IU
~~
di
lit
i~l
df
~,
-
~i
:::
o
In
::s
:;)
::I
/;
::>
~
.....
.....
..... lfl
M lfl
I
\D
0'"
\D\DM
~~.....
MMo
~
W
LL
(/)
Z
<[
~
f-
~
<[
o
--.J
~
0..
-!
<[
~
:J
I-
U
:J
cr::
rl
(/)
W
.L
o
I
W
--.J
~
~
~
o
l-
LL
o
o
LY
I
2::
.::)
Z
~
2::
=:)
--.J
<[
UJ
~e
.11\..
: 111
. J.I
'1
III
,.... !::;
,.... I'l
M I'l
,.... I
~ ~I . . 1
. . o 0
t ID l'4 i i
I I
I ill in 'oN
.. .. - -
l'4
i ~ - -
;1
. 0 .
. ,.. .
- I i j III III
I I I
I ill .. '0 N
~ .. -
.. I
- -
j ! ~I .
~ 0 . .
i i . on
~ b N , .1
.. .. III -
b .
i .. - 1
I "It
~ i ~
1= ,= = ;:;;
~
o
)(
~
I
i
.
..,
LJ
Z
t---i
ex:
w
~II- ' . W
. "It Z
~ .' Y "It I
I .
81 ...., .. : t---i
.. -
l'4 LJ
Z
W
ex:
w
. (/)
l'4 t---i
er:
.. ., ""
- l'4 M
~ ~
-J
"- '"
o~8 ~ Li::
~<O:c.. <t!8
>O"-OZO"'O:
UjWOl-w ii:UJ
uaJ~O;:COl-:I:
~c..OZl-~(I)l-
Ol-<CIl~O:UJ
::ECIl60~wi.:~6
~2<%l~Y'lrl~8-
...,-JOCll><<r:;:CWt!
.c.....I--JO-Jl-<%lW
3~0-J"<o(l)~
<-Ju)<....ZW<
W:I:~~O;:c:I:O
rZUCIlwi=U:I:U
>Z<CIll--<U-J
.1i~t:~jot:i~
:rU<l-c..:i!<~3
U
o
f-
0::
o
~
<c
U
o
Z
<C
u.Ju.J
00::
::::>
~t)
<c::::>
00::
Of-
zC/)
-f-
ZC/)
u.J0
~::r::
<CO
u...f-
'"
u.J-
oC/)
~~
<c'
Ox
0::0
Oi=
~.....
O~
0u.J
o::~
>-0
!::::r::
do
f-~
::::>f-
::r::C/)
u-
<c~
t::~
<cf-
U!
~~
;ll
lil
jZf
Jl
JiI
.,
n
I
,
N
'~ A..
-->- ~
....[j~
I",
'" ::>
,u
~~
"'ox
::iI 0
Ox
%~
~-<
!IJ
00
2V\
Ox
....u
:tj
:i1/1
Sa
1
~ 3
r g ~ ~
~ ~ ~
I~ :
~8 ~
~ I
~ t
'"
o
-......
1I1~
%
U :I
i5i5
en
..J
wl
L~ VI v. V'l Vl
i~3~~~ !
Vl
'-'53:.. -
"0"")( )(
~1"''= '=
2.0~~ -
CO t'j2...J~
~ ...,<...,
~:I~
CI) e:-.;S<",
I
, "7"'%1
, -:IU'"
X ;"<Vlf,,)CC
~a:~0
N "702.....
~~u~
50"" ,
... a: .
000><
11-1-;""
A::.
~
8
'" ~
~
'" ~
~ <;)
@
VI g
~
VI
~
R
0
""
.....
I='.
~, >
;..;,<'""
e8
..-
a!
~p
:..",..
< -
~..,
::;~
. ~
.... :.:J
o
f--J
f-<C
::r::f-
oZ
-0
O::N
P.._
::::>0::
, 0
"'::r::
;'<0
Nf-
0::00
0;:;::
u..C/)
Z I
Qx
f- (', C4
Uu.J~
~a5C/)
Z::J I
oOx
UON
~.
: i: t- ~
~~~~~
; ;: .. % ;
J;.' 3 ~ ~
O(O..J<_
:... E ," e j
~~~~;
~&~2g
o
l-O
ii"
, ~:i
'" ....
,~E
.'; ~ ~
";mV)
I :1:1
-1Il1/1
..
.
4
~
r------ -----~ ~~~
: 0 0 0 0: ~15..
I I
l...____________.J
~~~
flg~~
. ih:
;11~i
i~i~
8B5~
HY3B HI ijO Il0d .1> 1
z
0
.........
I-
U
W
C/)
2: ~
0
0 ~
0
~ -' ~
'"
'"
III Cl
Z 0( 8 ~~VlVlVl
W ...I ~~ r~~~
'"
w z
~ ~
~ ~g~~~~~
U w
~ u r!jj"
'"
C/) ~ '"
'" ,
U N
~ w "'
a: c:Q
1
0 ! '; ~~
:I ,
..
<[ ~ "' u..V1
"j I~~~~~~
z ~ N
<r ~ !Z
t:Q ::>
0
<[ :I
~1oJ...:"b-~
U . . . u..tttttt
...J
<[ I:!
U :ci
......... ~
Q 0
8
>- ~
I- ,
'"
"
~,
::j
0( 0
:a; ~~g
~~ ~:> ~
~iE z.~ ~
~8~~~~' ~
,t;:F.ou, 11I-...1 '"
d~~""d':l <..I~2 U
~!'''l:rl.= e~.. 8
L il ........ ". f
i~ ~~ Ilg~:~
~IW ~P.i' N I:/II! .
I- a: i5!;: ......1=!:: Iii ~
~~~Ul~~ i~~~~
t;;~ ,~tL "lLolO"'::l
:I!C:3N ::l
loc ~ "......
~ 8-.lI'I ~ ~ ~
Z fil'..
~~;
~ VI
X ~
f~~1/1
:;) "::I
o III
O. ...
~Nl"-
~~N~
""1-
:: 1 ..
tiN \II I
~ c..N
~r~
~~!g
~ ~""
uzgr;j
t a: Iii'
N ~ ~F
x___
~
:z
9
:5
'"
~
z
>=
~
><
w
"
z
""
Cl.
tI1
::Iw
VlO
. i
~
~tJ
"'1/1
~g
~~
~~
"'..
3~
4._
:t
U
t:
~
~
~
o
,
)(~
~%
...U
~ ~
,,~
:l",
::I'"
~~
"';
8.<
VIe
~~
4._
'--6
o
o "
a:
I
t;,
w..,
:z
zo
Oz
u""
. ...............,.....
N-NJIIl')
z
2
~
VI
o
'"
Z
'"
lo:
If~
',.' ,
. ' w
~~
. [ji.........;..!
,t,.. ,. ,. ,.. ..t
.fx.Z
~~~ \~ .J
~
o
o
lo.
~
~
lS0d MNII'Inlv
':>'0 .g I SI'CS .ZltOI# IN. .!SOd x.Z OZ
'8'0 .Z>.I OOY '>lOVS " aNY 1I3NlIOO lY
I
~ \ %
6 I
"', I !i ~
;:; I
3 !
~ I i~
~ I ~$
~ '
o '
~ : I I
~ ~
, I ~~
'+ ,
~ I
w
i
j L____
Orn' ^ 1HOOH
~
'-
'---);
s
1
:i
l
~
'';)
,
M
~
~
~
~~
~ ~: ~
r., L'" I
/ ~ '" ~
,u "-
2 8 -
;;t IP
/~~ gi
//
...J n 6'Y 1 i'N JS JOOll
~OU:))rOll.j iY 101
jN
!~
!~~
g,i- m
Iii
H
! i
~i
~
(:
I
" tl
..' ~
->
~
~
I
\~
) oJ
( ~
, ~lltY^.I.HOOH
!$
.
I I 'q.:.
lIili/i:iii',
1"1'11,.,
,i!1 ,!!!;!! "
IlllllWH '
d!:!!!HU' ~
HlIHlHU I'
iHH!Uur. ~
,
.........'.. ..
i!I!'.,,"I! ~
i;:jij;ii;:; . ~
iji;;liii;!
IIJ!ii!:i!!: ~'
.
-
'I'!!!!!!! :
I !I!%i"~
1~11.I1'lqll.:
11'1 Ii '.
Ii! ".
Ii!' ,
I t ~l.
/l1i'~i!'~'
:1,1 01 ,
ii,'li ii .t
I' ';.t..j" . .
Ili~il":;,
g ~
~
>
~ >
9
t\
f
>-
Vl
o
n.
o
'""
o
'""
\
\
\
~
~
-' ~
W
"'Z.......
U Z ~
- ~
I :I: V)
>-U....
, -'
~e~
';Ci&
OJ:
'io..~
'3'
~ ..
'., ~ :::-
....... r
<no N
,'"
N,g
",:t ,
w .,
1) ,~ .......
Z .,
>-Z I
Vl ~ -
OX.......
n. U ~
I
I
L
I-
.... Vl
; ~ 0
, ~ Q...
" 8-.. ~
. ,",0,;2 -!
, .... I" /;S <t:
cjN~U
z>< -
~. ~ Cl..
u~~ >-
- ~ ~
~8~
iii,=>
~ ~ ~
Ot/)
f-:I
~t/)
o..C::
...."7
0-
oX
Gi~
x'"
0.....
<Xl~
~t:J
<~
....:r:
t/)
I-
~~
al~
I~
?<~
n
1J.Jf-
alt/)
~8
, ex
.... z
~ <
No..
:r: ::r::"
uu
<( <(
~t:
<( <(
-.J
<!
~
w
o
z
o
~
u
w
Z
Z
o
U
--:;.
~
. 0
: ~ ~
~:r
~~
~W
.......~
~f5
::II:r
j~
cn~
o
....~
~O
~~
i
i
8
.....
""
...
0..
.
of
~~
.
....<0
U,
~..,
20
OZ
(,)<C
f-
CI)
O...J
::r::;!
~~
o@
~t/)
Uo
~~
j~
~:
~~
U~
O~
~~
IJ.JCJ
U~
~:
;..R
>~
~~
Vl
~~
VIi
'N &l
~~
~:::-
0'
....N
Iii~
~~
.'
'0'7'
. -
..,
x::J
u-<
b~
Z _
IU
~e
III
111
i,1
'1
ljf
~
~
(/j
W
~
~
z U
0 Z
- 0
~
<! U
0
Z
Q :::> ~
I~~ l 0 0
l..L..
U Z
'loI 2
%~~8 i 0
j~~~i ~ ~
~
~1O)2j 0 U
8~\lI Z W
.,~<<~ 0 (/j
!~ ~ ~
':~I~~ w ~
~~ ~ j ~ > ~
~ u
I ~ ~
Z ~
0:::
W
~ f-
....J
<! i
I I
I
I
I
,,8-1 I
I
,,;y ~ ~
" ,___ ~.tv ,
24,'-0 ~ "~)~
'" ~ -r9.1.1L ~' ~.J , ,
23 -0 ~"'" ~~ 0;> ~~'Jt
,,, ~ ~ ;;" ~ ~ <"" <'J ~'---
22 ~O "-'~" '~.. II',.~ ____~ -
~ ' " ~ ~.c>~ ~'-~S ~ ~
<;;21 ~O ""'1<'" "&i!~ ""X ------ I
I ~.1 B ~ )t
>< JrO " , ~"'b ~
..ex: 20' -0" ~ ...... ~
~ ~ ~~
~ KJ
0 '-
.1 19'-0" ~ ~ ~ h ~ "
If')
w ........... ~ /Al_ l'--- --
f- 18'-0" ~ ~ ~ I
0 ""'" <'.I L;>.I.1 I~
l.D ~ I<
0 ..... JrO ..........
:~ 17' -0'" ....
~ """ ~ ..............
~ ~ ToJ.
x .I
.-\"6" ,-Sl t'I,
~ 16'-0" ~ J ~ ~
0 ~
z ~ ' ~
(/) .I.~~
::)15'-0" ~ ~ -............
(/) ... .............
z I'---
~ ............ --
3 14'-0" '......... """" I
I
0 ~
u
') I, -
i3 13'-0" ~ - ~
W .1.1
~ ~.O ft.d. ~ n~
w
CJ12'-0" ...... ~ ~,
(f) Os
z 'S
<l: ~"
Bi , 1'-0" ~
::: ~
::) a
~ 10'-0" ').1 -.... CD I
~ 1.1 ~ I W
x f-- ~ . I
-< ~( .- -
::!: So ' ~ - --::: ..- N
- ..- ..-~
g'-O" ~
r---. ! l. /" Z:i --
~ --
~ --- ~
8'-0"
---.
, ~~ ~-__M9i__
7'-0" I :=:~~=
w w w w ..... -
I I I I
. B "~~J4.
to to r-... r-... CO CO (Tl 01
MAXIMUM TRIBUTARY WIDTHS OF BEAMS . j /\7 tLJt f7V In
EDGE BEAMS AND CENTER BEAMS I LEONARD G. 'GEOFF' "'DO!)
ENGINEER
BEAM SPA~ CURVES - 110 MPH WIND VELOCITY L~ono.rd Go "'ood, PL. 147377
4034 TM F".nwo.y
Hut""'ry, F"lol"ldo. 33860
.T.l.ptlonelf"o.x (863) 646-5517
Hob.. (963) 287-7073
r
/1
j
/0'
I'
p'
1/
~r
~a
affl
:=>0
I--oz
Ul<-
::I--::r:
UUlI--
< -
u.l0~
w..ou.l
0' :::E
:::E;;<
oa1:
I-ZZ
~ <c
(:C"-Ul
",0.....)1--
.....I---Ul
z"U-<<
-<-.oZO
,,-::::.aU
o-u.lu.l
I-- -N"""
Ul-1=
::!~~w..
<<>0
zc:::;J<Z
"U ",u.l
~[;;o::!
_cx:u.l:::E
C-G:~~
u.l ~ I
0<7:l
~~ I
Of"')
cx:~
O~
::E~ ,
O~
Ow
CX:::E
>-0
~~ I
::r:[;;
S;!><
!: ~ I
-<I--
:..;.;~
'"' ~~, ~~
~~t]~~
r-_.-2..-
~;1:0!--~
~!~~g
.z x L !'- r
o~~5E~
co -. =: 0::'.........
<~:2:::':
V;=2-~2
iiL:...~CX:C
S~~~~
~13~t
r-:
"-
w
a:l
8
~
<;
0::
o
Z
o
U
l.l.I
<Z
':"
T
~
-L
~
S3J. Yld 0
aru. 1 f'tOl.loa
Sdl1) 3~'v'~~;;~HN~Hl~3d~~
NOSdl'llS
z
o
I-
<
o
z
::>
o
u..
o:<::c
oz~
2-0W
o:::ooZi
u.J ~ -,
:r~-
f-.o~
WJ l V
Owe.:.
;2L:g
,,2:C::
-,' 2-
<"'~
c::oz
i=~~;Q
uUJ~!'-1
~w-,:-
r::"<D
cn8i:~
!:':Z~~
00
;z' -'.<
_ r", Z v:
uoCc:)
'<WUJc-
C::=2-;r.
:r'<0-'-i
t::Z8C:
'< I c:: ,<
Zo>-'
--:W~:/)
2- UJ - '
:J ~.~ :-:
~~5~
U
J:
I-
....J
o
Z
o
2;
'"
'"
UJ
Z
a::: :./J
0'"
U:...:
...J...J
...J...J
""L;:
f-O
~8
O~
i='~
"';:
UJ'
~~
_U.J
"''''
f-:J
~
::,
~
:?:
~
""
UJ
"'w
U
f- ""
Vl"-
::,'"
~:J
6~
~S;
C30
ZW
::0'"
0'"
"-i='
~~
to
,,-Z
0::0
~:<
':)0
~...J
'-w
S2;n
- "
~o
'"
f-
a
"
XVl^i
f-
v'
2
'"
"''''
~::?
z-'
w""
"-u
::o~
u~
c<
, ~
;:/ f=
8~
~~
29
W'"
"'::0
w'"
",f-
2~
VJL.
~~
~~
oci.:..J
~. :::::
~~
~~
8:'5
:::;<
'" '~
UJ
2-
;%
2-
o
cr::
'"-
:0
X
~ 0
L ~:
~~u
~~9
~~~
:sj~
~ClJf-.
tiJlLlc5
<(f-.CO
co~z
~uQ
,,;ZCIJ
. OZ
..u<
~>-O-
NCO[J
z-'
0<
, CIJ~
v,~S
'. CIJ cr::
~...Jo
~~"
"!:!i~
elLl~
~~co
coO:J
CIJ~<
UJ-~
~u.JflJ
u~::s:
w
f-
""
;:
0..
~E
"'0
~~
XZ
0'"
-0..
'f~
~ U
~""
z~
:;0
. "-
NVl
-'"
IUJ
,-,I
<:I'j
w'"
'" :<
0'
:r ,;;~
'-'0
Zz
<<
w-
0..
>-
t:
Vl
d
z
""
0..
'"
o
'"
z
""
"-
s
'"
iii
~
0-
ClJf-.
~&2
~;;~
Q...o..~
J,l..f-.~
8 u.J-
cr::~o
In
...Ju.J~
'< ~2-
~
~
~
~
o
~
P
N
~
co
cr::
u.J
~
:r:
u.J
8
CIJ
-.J
W
LJ
Z
~
~
<[
0:::
u..
UJ
c;
<
'"
...J
'"
Z
L;:
UJ
;>
o
'"
'"
"-
o
~
:J
~
Z
:<
..
UJ
c::
r
'"
:J
~
'"
~
"
'<
~
'"
:.:
i3~
058
",,,,,
~~:n
0:;::;
~~::
:.:::>'"
i:5~~
...JQ"-
",,,,8
~~cx
z::>::;
08::1
~~~
~~3
'"
T
1=
/i
g
"'-
0(
;::
'"
c;:
~
?<
N
'"
/.
::w
- <
",,0
_...J
5...;
...J'"
..J'-'
",r:
:<""
. w
;, >
xf-
;,...0
Z Z
<0
J:Z
>-<
'J..I:./)
,,0
0<
::;0
:;J:
-""
:>'"
0'"
wf-
",<
f-...J
0""
zO
","-
8~
.xi
:s~
<f-.
~<:
",1=
~!-
~ ~I
~ 0(
8
z '"
i --'
f-WJO
<(0'"'
;.u<0:::
~~~
i:i<iu
ucr::<
~~ i= ~
~UVl
~::>d
\,;J~O::
~o::u
i30~
~~:c
Vl-'-
~~~
0;3--'
"'",0..
i~c5
<(<(::E
~:::~
u~ r::
!:
'"
o
~
v;
~
?<
;-.
u
-5 Vi
S ~
]~
~~
E
,.g 0 :;.u
~ t:; ~
U1~~
~ ~ C
~ l) g
~~~
~.'~ ~
]~;
.J:i .~ .::
~~r=
t ~ v;
> 0..;:::::;
o 0. '"
Cl)S~
.5 "0 ;2
E: @ C
~ .... ~
4-,; U :.;
0]-5
w......c~
--i
--..J :
<:'
:3
!
...---"
=1
~'
f--
V
:=L
r-
Zi
-~,
,.........,
r-'
L):
wi
(/')'
',,-
:....J!
~
>-
k...
~~
) . > ::a
~ ;j
~~~81
Q.~~i!~
~~~~ ~
~ ~...~ 8
~~'~f
~2Is~
~.J~~~
~
z
o
I-
<t:
o
Z >-
::::> ~
o a
LL-~~
~ ~;
o i::a
6 ~~
~ ~ ~
I- -
0::::
o
Q..
0::::
<t:
U
I
::c
"'IX
~~
. > ::a
~ ;j
~:~8~
Q.~~Si5
~~~e;
~~~~
~~~~f
V:jlol
~c:~:~
~ ~ c: 101 I'l
...3~! ~
f
z
o
I-
<
Cl
Z
:::>
o
LL-
U
:I: tJ
g III
. 0 ~~ ~
,', ~s ~
" ;-,:i I w~ ~~ ~
.,' I > 8
~, I.' N -....
,. - I- ~
. .. ) 2~:
~~ i i i
.z L ~ ~ ~ ~ S
-.J ~:l~
< '"
-NI'l
tii
~
.
n
)(
.
n
~~
~ii~i
8:.i~
~~:ai~
~ii~~
~~i;~
...3~!~
~ j ;
Jrlm;
i~ '!~_>
~~ ~L 1-
~~ J1
o ~ 'I
t:o 1-
li~ '.~I-
d'9 .1 I
~1Il "I
~: .::,/ - ---
~~ .'
~d I
I: ~ ~!
2~.:l ~ ~
; ! I iI~ ~
:z::- .., ~~ :J
- .. :a 2
~
~
I
.,.
N
.... .
. , .
.. .
2
IJ
to
ii
li~
Il) ~
~ ~"'I
~~
!~ I
\t ~ ..,
- ,..~
)( N
o ........
1Il.....~
('XYI'I) ('HII'I)
.u 1;1
IU
~~
d\
1Ii
p~
1'1
dr
:..... (' I
."~'
__ - .', I, 0
- - ~. lQ
. Of~' -
. ..'
. " ....
,.." ...
,.." -
~ ~ :g
.. ,b
l... · $~
l...0:: l.J ~,,~
WlL MMe>
WW "',...
~z l>.~e I
_..... d ,...
I.:) . x <XI
'z :> c: 0 dCIJ
I.:)w l.'.l~i:l:::M
~ ~~ fE~
~~~~i
2d"S"O
,J"':C>-:Z:
f:Q
<I
-.J
(/)
101
(,) W
<C
l;! f-
;j
Vl
~ W
~ CL
Q U
l!
ex Z
~
2i 0
z
::> U
~
g
ltt Q
I W
~
lo. (/)
0
~ f--I
<I
z
i CL
<C
ltt LL
t:; 0
;j
::a
~ z
>=
a 0
z
~ f--I
lo.
101 f-
~ U
~ W
~ (/)
...
i
101
i! -.J
g <I
z U
f--I
CL
>-
f-
GrailieIlt, load intensity and erosion characteristics of slope
'Material.
1805 .4 Footings shall be designed an constructed in
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.
1805.4.11.1 Design loads, Footings shaJJ be designed for
the most unfavorable effects due to the combinations of
loads specified in Section 1605.3. The dead load shall in-
clued the weight of foundations" footings and overlying
filj Reduced live loads, as spccifted in Section 1607.9.
Are permitted to be used in designing footings.
1 805.4.12 Vibratory loads. Where machinery opera-
tions or other vibrations are transmitted through the
foundation. consideration shall be KiVell in the footing
design to prevent detrimental disturbances of the soil.
1 805.4.2 Conaete footinp, The design, materials and c0n-
struction of concrete footings shall comply with Sections
1805.4.2.1 through 1805.4.2.6 and the provisions of Chap-
ter 1805.4.2.
Exceptioo: Where a specific design is not provided, coo-
Crete footings supporting walls of light-frame construc-
tion are permitted to be designed in accordance with
Table 1805.4.2
1805.42.) Concrete strength. Concrete in footings
Shall have a specified compressive strength (fc) ofoot
Less than 2,500 pounds per square inch (PSi)(17 237 kPo)
At 28 days.
I &05.4 2 2 Reserved.
SOILS AND FOUNDAAnONS
J 805.4.2.3 Plain concrete footings. The edge thickness
Of plain coocrete footings supporting walls of other than
Light-frame construction shall not be less that 8 inches
(203 mm) where placed on soil.
Exception: For plain concrete footings supporting
Group R-3 occupancies. the e<J2e thickness is permit-
ted to be 6 inches (152 mm),provided that the footing
Does not extend beyond a distance greater that the
ThickneM of the footing OIl either side of the supported
Wall.
1805.4.2.4 Placement of concrete. Concrete footings
ShaJJ 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 of
the water.
1805.4.2.5 Protection of concrete. Concrete footings
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 coocrete.
1 &05.4.2.6 Forming of concrete. Concrete footinp an:
permitted to be east 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 ~r-
dance with Chapter 6 of ACI 318.
1805.4.3 Masonry-unit footings. The design, materials
and construction of masonry-unit footings shall comply
with Sectioos 1805.4.3.1 and 1805.4.3.2. and the provisions
Of Chapter 21.
Exception: Where II specific design is oot provided, ma-
sonry-unit footings supporting walls of light-frame con-
Struction are permitted to b designed in accordance with
Table l8Oj.42.
1805.4.3.1 Dimensions, Masoory-unit footing shall be
laid in Type M or S mortar complying with Section
TABLE 1805.4.2
FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCfIONa.b.c.d
W1DTIi OF nnCKNESS OF
NUMBER OF FLOORS FOOTINGS FOOTING
SUPPORTED BY THE FOOTINGS. (inches) (inches)
I 12 6
2 15 6
3 18 8
For SI: ) inch = 25.4 mm, I foot = 304.8 rom.
a. Depth offootings shall be in accordance with Section 18052.
b. The ground UDder the floor is permitted to be excavated to the elevation of the top of the footing.
c. Interior...wd-beariog walls are permitted to be supported by isolated footingJ. The footing width and length shall be twice
the width shown in this table, and footings shall be spaced not more than 6 Feet on center.
d. For thickness offoundation walls, see Section 1805.5.
e. Footings are permitted to support a roof in addition to the stipulated number of floors, Footings supporting roof only
Shall be as required for supporting ODe floor.
( Plain concrete footings for Group R-3 occupancies are permitted to be 6 inches thick.
State of
NOTICE OF COMMENCEMENT
Abfl,./i) IT' County of ~.:5tl.[)
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real propcrl\.
and in accordance with Chapter 713, Florida Statutes, the following informatiun is pnJ\ llkd III
this Notice of Commencement:
1.
Description of Property: Parcel No. 3" - J5',..;J.t-ljDID - u;)?!oO - 0353
37/0D Ne.u..kDrIl Au tF
(Legal description of the property and street address if available)
General Description of Improvement rr"~eb ~1l€EN re"l)mIS#~ v-- t!.11~1t!T
"
1111111111111111111111111I1111111111111111111111111111111111
2007119064
3. Owner Information: Name (1rJ'tJ./)) !Io1Z1~()N fIome::S'
Address 1~l/5 6/2€./W StOle' ))/Z.. City z..f"f/2.H/IL~
Interest in Property:
State /=/ 339//.
R.
~5
Name of Fee Simple Titleholder:
(If other than owner)
Address City
C8ntractor: Name~tff/ I!O~La:nO/Y OF U:NTML R INe..
Address l.f/).J.~ moJLll..;~ 7?/Z/~(& Irh. City cey2l1-,fbHI LG.5
o /
Rcpt: 1114046 Rec: 10.00
DS: 0.00 IT: 0.00
07/12/07 Dpty Clerk
State
StateFI 3..36"'1/(3
Surety: Name
Address
City
State
JED PITTMAN~ PASCO COUNTY CLERK
07/12/07 1~:22am 1 of 1
OR BK 7566 PG 423
Amount of Bond: $
.
6. Lender: Name Nil
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) (n) (7), Florida Statutes:
Name
Address
City
Stare
S. In addition to himself, Owner designates
of to receive a copy of the Lienor's Notice ~I)
provided in Section 713.13 (1) (b), Florida Statutes.
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the cl<tle
uf recording unless a different date is specified.)
Signa[L1re of Owner:~
Sworn to and,.,s.ubscribed re me this / I"'"
Notary PLlbli~_: . /~. tl, W~
e--
day of ~L(
, :2U~?
- -
My Commissio-n..Expi.r~,s:.\ :-
PC93053048/A
j ~ ~~;"',~~~' - '-..-- ,-~-::"':~::~.'~~--'-~;;
I ., ~ . f;n-.~.;,.:.:. -';3~'-;,_':;j
;oc .;; ""o";II.,,,:D566734 ~
" '~->~ .;,o~, 'YO',' "";'''.C'",,,,'''''' :i
L~~~"e<"-.., '."m,-"-_:~~~~:"_!::; :~~:=~~.J!