HomeMy WebLinkAbout03-1876
1876
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(813) 780-0020
/10 - $5
PLUMBING MECHANICAL
Sewer Conn ~:l.? f? -
Water Conn: 3 So - .
wate: Mete':~~_;; a -:
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BUilDING
10
ELECTRICAL
P'operty Owpe, l/J~~<rh;!j=r~
Job Address: S '7 ~ - ..
Parcell.D. #:5,,/'~.3-~/-aO/v:"D~otJ- .J...n/ 1#0
,
E Radon G
Zoning:
Inspector
- :27-03
DATE
.3 ~~.:27 - 0 3
DATE
;1';-0
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
C.O.
NO OCCUPANCY BEFORE C,O.
Valuation or
Contract Price
Permit Fee
~~~~ ,.
Company _ ~
City license Registration # :z 0 t 7
State ce"ifie~s..
CJtv1.P;.s !---:-~ a~; -
BUilDING ElECTRICAL./97
ftef; 7J~ -;:L-~#S~/
-~~ L ~
PlUMBIN' MECHANICAL#~-
Tp. Servo SlB Breakers
Rough In Tub Set Ducts Insl.
Meter Can Water Compressor
Const. Pole Sewer Final ; ./5- ::2 ";;J~ t:'...3 Rl Y
Pool Final "./ 3 -:z 7-03 ,Rt. '1' r ; /~n
Pre-Meter --: /,I;;ru
Finall/3-;J7-i/3 I({'(d-II:J 0
Ftr.
Pre SlB
lintel
FRM.
Insul. Cl
Wl
Driveway
Ff L(-f(A3 Lf:3o vci;1hy ~/ .
REINSPECTION FEES: When extra inspection trips are necessary due to any I?ne e following rea~on " a
charge of twenty-five and 00/100 Dollars ($25.00) shaH be made for each trip r each trade:
L L~1
a. Wrong Address /K ~
b. Condemned work resulting from faulty construction, I k ~
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.
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APPLICATION FOR PERMIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
OWNER'S N~fuwJ G-on6.q/~'Z-
OWNER'S ADDRESS ~~'}-I ("- 1 t1 ~~ ~ Q ~ I//Ji~/ /Ill: I,
JOB ADDRESS !Vfu.. k~ Yr\ 1ft! E,
o
PHONE tI j -1S -1--:3 fb f- k ;e) J",7 :7
LEGAL DESCRIPTION: LOT(S)
PARCEL 1.D.,3 -
WORK PROPOSED:~ Construction
_Sign
PROPOSED USE: _Single Faaily
_eo..ercial
BLOCK SUBDIVISION GrfMtrl /)0 P; 2{J 11 5 (II .;ljDl
0'- ~T //10
_Addition _Alteration ~epair _Install
_Move _De-.olish
_M/F _' of Units 6'H
_Indust. _Swia. Pool _Other
DESCRIPTION OF WORK:
_Restaurant & Health Department Approval
LJ / E/-;4uJ-- /I~
~~A4nn/
BUILDING SIZE:
x
Square Feet,
Height
RESIDElfITAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
lh.l/-,
~UILDING
_'--iLEC'fRICAL
~CJWnCAL
PERMITS REOUESTED
". ~!. 01 4)-
~L Valuation of Total Construction
/ ~ 0 AMP Service Florida Power Corp.
$
$
d 06 '6!12-
W.R.E.C.
Valuation of Mechanical Installation
~UKBING GAS ROOFING
SPECIALTY
FT.
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
IS PROJECT IN FLOOD ZONE AREA?
FIBISBED FLOOR ELEVATIONS:
Other
******************************************
YES NO
CONTRACTOR SECTION
COMPANY en ~ RtY(fJ0 - p~ ~ ~ r/
State Cert. or Regist.' ::r:.-B-c::oOOft;D7
City License Registration , ~1fJ "7
-
************************************
-- R~~
COMPANY
State Cert. or Re ist. ,
City License Registration #
***********************************
=~~~g~~fgt:= ~
City License Registration . ~n II +-
:.......=:::.a::.R...~::ko ~ tv i II,'~
/ State Cert. or Reg st. f
City License Registration f
**********...**.**.*********..*
:R.VTI.DER
Signature
PLUKBER
Signature
KECHAlUCAL
Signature
OTRn
Signature
COMPANY
State Cert. or Regist. f
City License Registration f
******************************************
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. , NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject Lo "deed restrictions" which lay be .ure 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 intended contractor are uncertain as to what licensing
requireaents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813)
788-6611.
FurtberlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor 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. TRANSPOR'l'ATION IMPACT FEES AND UTILITY CONNECTION FEES ",
D. CONSTRUCTION LIEN LftW (ClmPTER 713, FLORIDA STATUTES I AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOJeOMDer's Protection
Guide" prepared by the Florida Deparllent of Agriculture and ConsUler Affairs. If the applicant is SOJeOne 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 couenceaent.
E. CONTRACTOR' S/OWNER' S AFFIDAVI'l'
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, laning, and land developlent.
I
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or
installation has cOllenced prior to issuance of a perlit and that all worl will be perf OIled to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDJental agencies lay apply to the intended wort, and that it is
Iy responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to:
t DepartJent of Environtental Regulation - Cypress Bayheads, Wetland Areas and EnviroRlentally Sensitive Lands,
Water/Wastewater Treallent
t Southwest Florida Water Hanageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Havigable Waterways
t Deparllent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater TreatJent, Septic ranls
t US EnviroDlental Protection Agency - Asbestos abateaent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a "colpensating 901Ule" 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 tbe work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official fIOI thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall heCOle invalid
unless the worl authorized by such perlit is cOIIenced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six .unths after the tile the work is co.enced. One 90 day eJtension of tile, .y 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 IOnth period, or the project will be considered abandoned.
WARRIHG TO OWNER: YOUR FAILURE TO RECORD A HOTICE OF COIIHENCKHBHT HAY RISULT IH YOUR PAYlHG I1fICE FOR IHPROVIIIBD'S TO YOUR
PROPERTY. IF YOU IHD TO OBTAIH FINAHCIHG, COHSULT WITH YOUR LIHDIR OR AN ATTORNIY BEFORI RECORDING YOUR NOTICI OF
COHHEHCIHEHT. JO HDER $2,500 H VALUE DO NOT HIED TO RECORD AHD POST A "HOTICE OF COHMEHCKHBHT".
. I
SIGNATURE: COHTRACTOR
STATK OF FLORIDA
COUHTY OF
The foregOing instrument
before me this
was aCknowledged
, 19_ by
who is personally known to me or who has
produced
ot as identification and who did/did not
take an oath.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
PROPERTY OWNERS
AUTHORIZATION FOR PERMITS
TO Whom It May Concern:
I, ~muAJ l.~l..uiS.1.. r Gt.,tJ2ALf:Z, as owner of the property located in
-;JdSCO County, Florida and more specifically described as:
herein grant permission to
'?~\\U. ~CM- ~r-vJ,~ J ~L.
to obtain all permits and utility taps necessary to expedite the delivery and set-up
Of a manufactured home. . /J;; ;j .
Owner's Signature ~-~1 Date 1-:)-''7- 6'3>
Social security Number II fD - 3 2 - 35'72..
Drivers License Number
STATE OF St-lV I \:,\(\- 1-11 L<"S&\e6 J6/1- COUNTY
SIGNED AND AFFIRMED BEFORE ME fY\~>.tj un.. <'? l\.aI2.14LG:.L (afflantJ
~
MY COMMISSION EXPIRES i/ tf~ ~
SHAMILYN L WALSH
NOTARY PUBLIC-STATE OF FLORIDA
COMMISSION #00101864
MY COMMISSION EXPIRE8 APR, 4, 2008
(SEAU
Notice: This is a legally binding document. Consult your attorney if you do not understand allY part of it.
QUITCLAIM DEED
THIS QUITCLAIM DEED, is made on the J3 r:,!1 day of :JdV\ LA.. a." Y ,3 2003 ,
.
by and between, M-o.n\.A{L I A. a.vid. Lu....'sd.- GONZA LE 2- ("First Party")
whose residence and/or mailing address is 227-1 S I09-!!J.l.ve'j q:>t..IeeI15. Y;14je / /'f Y
andA/171 /lu-tor .J//.artehnf't. Jhe- . ,. a FJCJrlila. {br;JcJ/a~h7.1 ("Second Party")
whose residence and/or mailing address is ho5 .s Fh,Y\ -\-2 9'e. 8i) PI aYlf f!t tv, FL
'1/ /
In consideration for the sum of '#17 ' ~ - ~ DOLLARS
($ //J ~ ) paid by the Second Party, the First Party does hereby remise, release and forever quitclaim to the
Seco'nd Party any right, title, interest and claim which the First Party has in and to the following described real
property, together with any improvements thereon:
Description of Property (including any improvements)
Lul / AD Cr- ilV\tl l-0/1' LOn s- P~:e J, As 1Jl9r the.. Nt (11) !)~
f0IBt il\.'l2.,ro.f (eLolAeu~ iv:'- b(~-L btJk 34, fdcpS ~ IArti!5h
/D 1. fLt blt-L ~rJs Crib La1.lrt 'y i F1r~r~tzL.
Add release of Dower, Curtesy or other Spousal Rights, if applicable:
TO HAVE AND TO HOLD the above described property unto the Second Party, and the Second Party's
executors, administrators, successors and assigns forever.
It is understood that this conveyance is made without covenants or warranties of any kind, either express or implied.
IN WITNESS WHEREOF, the First Party has signed and sealed this Quitclaim Deed on the above date.
--< Witnesses:
(L.S.)
.S.)
~FaV1. 10298
Cl Copyright Rediform 1993.2
Bl~02!2Be3 1~:49 5785745700
~~i4U:k~U~ l~'.~~U q~7S2Jll~~
ERIAi'J VALENTE
PAGE Ell
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State of Florida
DEPART.MENT OF
lllGHWAY SAFETY AND MOlUR VEHICLES
l"ALLA-aASS,Q;, nolUJ>A 32399-0500
FRED a. ,J)!CK[NSON, HI
rXc:cu(i~ DIrector
March 20, 2002
Mr. Bert A. Moore) Financial Manager
rv!anufactured Housing Foundation SYstems
Oliver Tech:nolosies, 1rle.
Post Office Box 9 (467 SWan Avenue)
Hohel1.wald, Tennessee 38462
Dear Mr. Moore:
w. wish to acknow!eds. rece:ipt of your specifications ami tesl nlSIIlts Cl!IIi1jfng that
j'O UJ: LOllaitudinal Stabilizillg and Latemt BllICing Sysliom, II 01 V,liated below coarplles with
tho SPecificatiollS and regulations set by the DepIlrtll1eDt of Highway SaliotiY and Motor V chicles,
Ruks I sc- 1.0105, lSC- 1.0 107 and lSC- 1.0 lOB, Plo~ Ac&.uiui.1l'af:lI'e Cod..
IZl..\ia11ation in!buctions mUst be available at the installation sit=.
MODEL #t
1101 V
DESCRIPTION
Longitudinal Stabilizing and Lateral Bracing System
NOTE: This system i.J/o. replacement of longitudinal anchors. This systsm can 0,* b.
Used with sidewall anchor spacing af S '4 ". M."lmtnh stTU! a1lg1. 4S~
rfyou have any questions, please advise at (407) 623~1340.
Sincerely,
P~'-3's::b
~/3~
Pbil Bergelt, Progz:mn Manager
Bureau of Mobile Home a.,d
Recreational Vehicle Construction
Di"ision of Motor Vehicles
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1. SPEC IAL CIRCUMSTANCES: If the following cOndnlons oceu r - STO PI Contact Oliver Techn%gie s at
1-800-284-7437: a) Pier height exceeds 48~ b) Roof eaves exceed 16~
c) Sidewall height exceed 96' d) Roof Pftch 5/12 or greater e) Location Is wfth in 1500 feet of COast
Oliver Technologies, Inc.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MO EL 1 01 S R S LL STEEL FOUNDATION SYSTEM
MODEL 1101 (STEPS 1-15)
MODEL 1101-L LONGITUDINAL ONLY: FOLLOW INSTRUCTIONS 1-11 .
2. Remove weeds and debris in an approximate two foot square to expose finn soil for each ground pan (C) .
3. Piace ground pan (C) directly below chassis I-beam. Press or drive pan finnly Into soil until flush wfth or below SOil.
SPECIAL NOTE: The longftudinal cross brace system serves as a pier under the home and should be loaded as any
other pier. it Is recommended that after leveling piers, and one-half Inch (112') before home is lowered completely on
to piers, complete items 4 through 10 below.
INSTALLATION OF GROUND PAN
INSTALLATION OF LONGITUDINAL CROSSBRACE SYSTEM
NOTE: IF INSTALUNG THE MODEL # 1101-L LONGITUDINAL ONLY, A MINIMUM OF 2 SYSTEMS PER
FLOOR SECTION IS REQUIRED, AND ALL SIDEWALL ANCHORS SPACED AT 5' 4". FOUR FOOT (4')
GROUND ANCHOR MAY BE USED EXCEPT WHERE MANUFACTURERS SPECIFY A DIFFERENCE.
4. Select the COrrect square lube brace (E) length for set - up (pier) height at support location. (the lB' tube is always
used as the bottom part of the longitudinal arm).
1.25" ADJUSTABLE
Tube Length
1.50" ADJUSTABLE
Tube Length
:;~iHi.lr_EfNiJt.. '.;-"-~.';:e:biffl!4~4d:i!i}.kt:"WK
32"
18"
54"
5. Install (l)ofthe 1.50' square tube (E (lB- tube)) Into each 'U' bracket (0), insert carriage bohs and ieave nuts
loose for final adjustment.
6. Place I-beam connector (F) loosley on the bottom flange of the !-beam. Tum COn nectar so thatthe tube connector
braCket is off center on same side as ground pan 'U' brackel (0) for other en.d of tube so that tubes will cross.
7. Slide the selected 1.25' lube (E) into a 1.S0'lube (E) and attaCh to I-beam connector (F) and fasten loosely with
bolt and nut.
B. Repeal steps.s through 7 to creale the crossed 'X' pattem of the square tubes lOOSely in place. NOTE: The angle is
not to exceed 45 degree and not below 40 degrees.
9. Install bractng bolls and plates (G) In the horizonlal direction only, around both square tubes where they cross. Put
nuts on bolt ends and tighten, IMPORTANT: Do not crush tube.
10. After aU bohs are tlghlened, secure 1.25' and 1.50' tubes using four(4) 1/4"-14 x 314" sell-tapping screws in pre-
drilled holes.
11. InstaU remaining vertical tie-<lown straps and 4' ground anchors per home manufacturer's Instructions. All loads in
excess Of3,1S0 pounds at shear walls, COlumns, and centertine, must have five foot (5) anchors Installed regardless
of Soil Conditions, per the state of Florida. .
18"
fNSTALLA ON OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM
NOTE: THE MODEL 1101 (LONGITUDINAL & LATERAL PROJECTION) ELIMINATES THE NEED FOR ALL
STABILIZER PLATES & FRAME TIES
12. Select the correct square tube brace (Ii) length for set-up lateral transverse at support location. The lengths Come in
ei/her 60' or 72' lengths. (Wdh the 1.50" lube as the b01tom tube, and the 1.25" lube as the Inserted lube.)
13. tnstall the 1.50 transverse brace (Ii) to the ground pan connector (0) wllh boh and nut.
14. Slide 1.25' transverse brace Into the 1.50' brace and attach 10 adjacent I-beam connector ( , ) wfth bolt and nut.
15. SeCUre 1.50' transverse ann to 1.25' transverse ann using four (4) 1/4" _ 14 x 3/4' self-tapping screws in pre-drilled
holes.
RE UIRED NUMBER AND LOCATION OF MODEL 1101 BRACES
':;::"'S""'I.N"""G""'.E'''iiiS"'''''E' .'., .. .:'.. .. -'~B'"UU+jE"~C~!.""i~"'''+'6o'.':~s.''''ttit:''. . "':'r'R"J.P" j.io.'V\{f'.' ..... ... .... .,......".:
"~: . . Jj: "".,.. '. . "'.. Awn.n '''''!#,'"'' '.!.f: . WI:::?' . DE"S' ,.-,,'.,'..
:;" L\f.~;:"";"ti-f. "";:':, .",,,,,,,~;.o,;;~I:r;~L~~-;<:.tJ::,. . . '.'.F:"
-.:J
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...It
SINGLE
SECTION ALL
WIDTHS UP TO
57'
SINGLE
SECTION ALL
WIDTHS 57' UP
TO 76'
t~
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"<t"
.......1
...II
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...... I
...II
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DOUBLE WlDES ALL
WIDTHS UP TO 76'
Note: If home is less than
. 57' then 1 tranSVt~rse arm
may be eliminated.
NOTES
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. L / 4 = LENGTH OF THE HOUSE (FLOOR) DIVIDED BY 4.
3. ~ = LOCATION OF ASF MODEL 1101 (LATERAL & LONGITUDINAL
BRACING).
4.0 = LOCATION OF MODEL 1101-L (LONGITUDINAL BRACING ONLY).
TRIPLE W/DES ALL
WIDTHS Up. TO 76'
H. Transverse arm
Top (1.25)
bollom (1.5" )
C :: GROUND PAN
D :: GROUND PAN CONNECTOR
U BRACKETS
E :: TELESCOPING CROSS BRACE
TUBE ASSEMBLY W/1.5 BOT-
TOM TUBE AND 1.25 TUBE
INSERT
F:: CROSS BRACE I-BEAM CONNE
TOR ASSEMBLY
G :: CROSS BRACE CLAMP
ASSEMBLY
H :: TELESCOPING TRANSVERSE
ARM ASSEMBLY
I = TRANSVERSE ARM I-SEAM
CONNECTOR
~. Crossbrace I-beam
connector
~. ~ ~ E- -Crossbr:: Tube
~~ Top (1.25")
~ Bollom 0.5')
G-Cross \
Brace Clamp Florida approved 4' ground anchors
! may be used in all locations except
______ where loads exceed 3150 lbs.
5' Ground anchors mtJs! be used
when loads exceed 3150 lbs. regard-
less of soft condnions per the state of
Florida. Sidewall connector spacing
can not exceed 5' 4" on centers.
Telephone: 931-796-4555
Fax: 931-796-8811
MANUFACTURED HOUSING FOUNDATION SYSTEMS
A DNISION OF OLNER TECHNOLOGIES, INC.
1-800-284-7437
lAI1A'IM ,...,H".l:lorl'"'.....h...~I__:_ _ _
Installation Instructions for ABS Pads
For use on all ?vfobile and Manufactured Homes, including
HUD approved Homes and Modular Housing
paten!#5503Si){) lI.!:d Olner patentl pendini
GENERAL INSTRUCfIONS:
1. All pads are to be installed .flat side down, ribbed side 'UP.
2, The ground under the pads should be leveled as smooth as possible ....ith all vegetation removed. Pads
to be placed on natural grade unless otherwise permitted by the local building 'authority,
3. Pier & pad spacing will be determined by the manufactured hemes' written set-up instructions or any
local or state codes. ,
4. The open cells between the ribbing on the upper side of thcpads may be f1l1ed with soil or sand after
installation to prevent any accumulation of stagnant water b. the pads,
5. A pocket penetrometer may be used to deterlr'~e the actual so11 bearing value, If soil-te!ting
equipment is not ~vailable, use an assumed soil value of 1000 lbs./ square foot.
6. All pad sizes shown are nominal dimensions and may vary up to liS". .
7. The maximum deflection in a sinale Jlad is 5/8" measured Itom the highest point to the lowest pamt
of the top face. (NOTE: Actual test results were less than S/8" )
8. In frost areas, a 6" deep confined gravel base installed in well drained, non-frost susceptible soil is
recommended.
9. Pad loads arC the same when using single stack or double Htack blocks.
10. The maximum load at any intermediate soil value may be ".ietmnined as the average oftbe next
lower and next higher soil value given in the table below.
11. Any configuration (see reverse side) may be used to replace a home manufacturer's recommended
concrete or wood base pad.
12. If the home manufacturer shows soil densities greater funn 3000 lb. when using ADS pads, do not ex.ceed
3000 lb. soil pier spacings per set up manual.
Pad Size
Pad Area
1000 lb. Soil
2000 lb. Soil
30001b.SoiI
16" x 16" 256 sq. in. 1780 Ihs. 3560 lbs. 5333 lbs,
16"x 18" 288 sq. in. 2000 lba. 4000 lhs. 6000 lbs.
13" x 26" 338 sq. in. 2315 lbs. 4750 lbs, 6400.lbs.
18.S"x 18.5" 342 sq. in. 2375 lbs. 4750 Ibs, 7100 lbs,
OVAL 17" x 22" 360 sq, in. 2500 Ibs, 5000 Ibs. 7500 lbs,
OVAL 17.5" x 22.5" 384 sq. in. 26671bs. 5334 ~. 8000 lbs. ·
20" x 20" 400 sq. in, 2750 Ibs, 5500 1ba. 8250 lbs. *
OVAL 17,S"x 25S' 432 sq. in, 3000 lbs. ~lbs. . . ;;~lbs,.
24" x 24" 576 sq. in. 4000 lba, 8~1bs. .. ~. '80001hs. *
26" x 26" 676 sq. in, 4800 Ibs. 9600 lbs. * 9600 Ibs. ·
34" x 22" 74$ sq. in, 5000 1bs. lOOOOlbs.* 10000 ibs. ·
35" x 25S' 850 sq. in. 6000 Ibs, 12000 Jbs. * . 12000 Ibs, ·
-.,
· Concrete blocks are only rated at 8000 pounds, 8000 pounds .and higher must be double blocked.
13. ALABAMA ONLY: The 16" x 16" ID# 1055-10,l8.~l" x 18.S" JD# 1055-9, 20" x ZO'.
In# 1055-7, 17" x 21" ID# 1055-16, 17.5" x 15.5" mill lOSS-I 7 an the only pads approved In the state
of Alabama, and must not bave more than 318" defledfon. See chart beJowfor details on~orre<;t
installation in Alabama.
Notel: For Alabama only: When setting in soil capacities over 1000 lbs psf, the block (C1vfU)
configuration shown in this drawing is required on the 20" x 20" (ID # 1055-7) and the 18.5" x 18.5" (#
1055-9) t"~ds,
16" x 16" Pad 5' 6"
18.5" x 18S' Pa,j 7' 0"
17" x 22" Pad 7"6'" .
17.5" x 25.5" Pad 8" 0"
20" x 20" Pad R' tI"
Exam,~;)le: 16' x 80' section
PAD SIZE PIER SPACING
lnstructi~n$'pr~~.~ti ;,;,'pad CCl':lfig'ti'rafions
ABS PAD TYPES:
1. 13.25" X 26.25" Pad
2. 20"x 20" Pad
3. 26"x 26" Pad Configuration
4. 1 T'" 22" Pad
5. 34"x 22" Pad Configuration
6. 17.5"x 25.5" Pad
7. 3S"x 25.5" Pad Configuration
2.39 square ,feet
2.77 square feet
4.79 square feet
2.50 square feet
5.00 square feet
3.00 square feet
6.00 square feet
ID# 4 148-4
ID# 1055-7
ID# 1055-16
ID# 1055-17
MAXIMUM PIER LOAD IN POUNDS:
8" Cell Block Soil Bearing Value
26" x 26" Pad Single Stack 1000 lbs. I sq. foot . 4800 lbs. .
Configuration Double Stack 2000 lbs. I sq. foot 9600 Ibs.
34" x 22" Pad Single Stack 1000 lbs, I sq, foot Sooo lbs.
Configuration Double Stack 2000 lbs. 7.11<1. foot 10000 Ibs.
35" X 25.5" Pad Single Stack 1000 lb.. I sq. foot 6000 lbs.
Configuration Double Stack 2000 Ibs. / . sq. foot 12000 Ibs.
Maximum Load
I - 20" II 20" ASS Pad
~
'- Concntc Block ~Use
2 blocks side by side
for soi1:r llucd at more
than 1.000 Ibs / ,
sq~ foot.
2 . IJ- 114" X 26-- U....
ADS Pads
Comoleted A.1.semb.!
Singlc'C~rctc B*k
Installation Shown .
PAD ASSEMBLY
1. General instructions ( on reverse) apply to aU multi . pad configurations.
2. The 26" x 26" pad configuration is fonned by placing (2) 1,3" x 26"pads sm by side (see drawing) and
( 1) 20'. x 20" pad on top. .
3. The 34"x 2r pad configuration is fonned by using (3) 17" x 22" ABSPads . Place (2) 17'~ x 22" pads side
by side. and (1) 17" x 22" pad on top. The top pad is laid in the 2,2p<>site direction as the botmm Pads.
4. The 35" x 25,S" pad configuration is formed by using (3).17.5"?, 2505" ADS Pads. Place (2) 17.5" x 25.5"
pads side by side, and (1) 17.5" x 25.5" pad on top, The top pad is. laid in the opposite direction as the
bottom pads. .
5. ALABAMA ONLY: Multi-pad configurations areanly 8.Uowahle in 1,000 psf soil & no more than 3/8"
deflection. The 26" x 26" pad configuration is the only ~.~ pa,d (;onfiguration tested and approved for use
in Alabama as of 512000 . . - ..
MANUFACTtJRED HOUSlNGFOUNDATION SYSTEMS
a division of Oliver Technologies, Inc.
www.olivertechnololties.com
I
f
I
02/13/2002 20;29 F.U
OLIVER TECHNOLOG~ESJ.INCj .. , .'
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PASCO COUNTY, FLORIDA
Builder Name/Owner Name fJJ~ I J:f~
County Parcel No. :3H -J-S- -;;.1-0010 -028-(90 /.-ot- ti./ 0
Permit No, _.-is' 7 f..t
Date Permitted d - ::( v. - oi
Address/Location
3,L(S(
~p
?J~ Av~
,~
Control #
SubDiv: (d,-~ ~ -(rY>. H . H "P
o
Classification/Type of Use
TRANSPORTATION IMPACT FEE Rate:
Exempt 0 Y es ~o How Determined
Sq Ft Unit:
Impact Fee Amount ~8"O
Zone No.
TAZ:
SCHOOL IMPACT FEE
Account (056) Single-Family Detached House
(057) Mobile Home
(058) Other Residential
~12.-3) Collection Fee
Exempt l.0'Yes 0 No How Determined
Amount $
PARKS AND RECREATION FEE
Land Account Land Credit
Land Total _"
--------.=-
~ Recreation Total
--
.------ . TOTAL AMOUNT ._~
-- ~."",.----"---
Exe~~.~.._."_8Y~~ 0 No
Recreation Account
Zone
How Determined
."..-"
LIBRARY FEE
L'and Account
Land Credit ----::Land Total
~ Facility Total
--
--
Exe~Q1----'E:TYes 0 No
_.---~----"'''''
<:--
Facility Account
----------
How Determined
Total Amount
RESOURCE FEE
TOTAL AMOUNT
ERU
Prepared By -K.~ .~
Checked By
NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION
PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE
BEEN PAID AND
RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY
Acknowledgement below does not Imply acceptance of concurrence, but simply receipt of a copy of this form, placing
the building permit owner on notice of this assessment and the conditions of payment for same.
DATE ( /; d?l7 RECEIV
RECEIPT NO. w2t J BbPOATE ~BY