HomeMy WebLinkAbout07-6333
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6333
Perrhit Number: 6333
Permit Type: COMMERCIAL
Class of Work: NEW CONST/COMM
Proposed Use: MEDICAL
Square Feet:
Est. Value:
Improv. Cost: 285,000.00
Date Issued: 1/02/2007
Total Fees: 42,632.10
Amount Paid: 15,933.60
Date 'Paid: 1/0212007
Work Desc: MEDICAL SLDG #1
Address: 37900 DAUGHTERY RD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel' Number: 03-26,"21-0010-00100-0010
Name:
Address:
DAUGHTERY ROAD PROFESSIONAL CN I
6719 GALL BLVD STE 106
ZEPHYRHILLS, FL. 33542
813 973-2657
Phone:
BUILDING F E
PLUMBING FEE
RADON
WATER CONNECTION COMMERC
FIRE PLAN REVIEW FEES
POLICE IMPACT FEE
PUBLIC SAFETY 5%
TRAFFIC IMPACT FEE 1%
TRAFFIC IMPACT FEE 1%
(Zytt/ ~ tJ-O 1
1,118.76
155.70
30,00
1,731.40
120.00
489.00
50.70
~
133.50
ELE ICALFEE
MECHANICALFEE
SEWER CONNECTION COMMERC
WATERMETER RES 3/4"
FIRE INSPECTION FEES 30.00
FIRE IMPACT FEE ~ 525.00
TRAFFIC IMPACT FEES 99% COM .-.~~
TRAFFIC IMPACT FEES 99% COM 13,215.75
Lfit .50
F RB MISC INS LA ION CEILING
FOOTER SEWER MISC.
ROUGH ELECTRIC MISC MISC.
1ST ROUGH PLUMB INSULATION WALL MISC.
DUCTS INSTALLED MISC DRIVEWAY
PRE-SLAB MISC. MISC.
CONSTRUCTIONPOLlE FRAME MISC. MISC.
"~~~I~reeeS:'31.einspection'fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
'ttiPS1C1n!meGeSSilf:Yiduetto any one of the following reasons: a) wrong address b) condemned work resulting
fromlfault;y"constructionc) repairs or corrections not made when inspections called d) work not ready for
inspection when ,called e) permit not posted on job sitef) 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 permitswill 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
improvem tstoyour property. If you intend to obtain finandng, consult with your lender or an attorney
before ingyour no ce of commencement. II
NO OCCUPANCY BEFORE C.O.
~. ~~
CON RACTOR IGNATURE PERMIT OFF I
CALl FOR INSPECTION - 8 HOUR NOnCE REQUIRED -
PROTECT CARD FROM WEATHER
Owner's Addl'8llS
Fee Simple TrUeholder Name I 5 t\'\
813-780-0020
City of Zephyrhills Permit Application
Building Department
d:t
Date Received
Owner's Name
.~
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t:'
t!i~(~,II(, COIDNi~;t
1)7( NEW CONSTR E3 ADD/ALT 0
D INSTALL REPAIR
PROPOSED USE 0 SFR D COMM 0 OTHER I
TYPE OF CONSTRUCTION IZI BLOCK D FRAME 0 STEEL 0 OTHER c= I
DESCRIPTION OF WORK I ~I c v0 (u tJ~.fu c..+ \U IV ,~ F,h ( ~, . K \.1\ \ (~ \ 1'.)\,,(-, 0.). l..i')
BUILDING SIZE LbO I ~ S /) II SQ FOOTAGE I "3 ODD I HEIGHT I 18 . S I t--~ r.ct::u R- 0 .cD.
D I - ~1<2J ·
BUILDING $3 ~ l, 500, VALUATION OFTOTALCONSTRUCTION_ L~(\:sJ...~ SI2.. ""'.7 t//oO-'
D ELECTRICAL 1$ ~ (): 000 AMP SERVICE E2f' PROGRESS ENERGY D WRE,/,
D ,w.."," ~ 5: . rV.auJ,~.().~ ~c. -:--~cl<. I j,
J DO .y-Pe.rroj)l)-~ho..ue.\+--~ -\/260 SC~~ ~ll ""
D MECHANICAL 1$ " I 7 0 0 I VALUATION OF MECHANICAl INSTALLATION -: ~~~-~(\t .llll 101<:>
cz1 GAS [:zll ROOFING D SPECIAlTY 0 OTHER / --l~() S\-r 0C. _\-u-mJl. - un+ \ \
FINISHED FLOOR ELEVATIONS I 't D' I FLOODZONEAREA DYES r:z:(No F'T1(DL O\c.~
JOB ADDRESS
SUBONISION
WORK PROPOSED
o
MOVE 0
DEMOLISH
Address
-f!. II ;(~S
BUILDER
SIGNATURE
Address
ELECTRICIAN
SIGNATURE
n r.:>\
()7&/ ~ r #:r:)p~-,~~
L)~1li!!.A UlI\P€i-/L:,o ',,"1-,
. . \ PLUMBER
SIGNATURE
MECHANICAL
SIGNATURE
Address
License #
OTHER
SIGNATURE
COMPANY
REGISTERED
~ FEECURRENT
~
AddI'8lIS
License #
RESIDENTIAL
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Miniml.l11 ten (10) wor1<ing days after submittal dale. Required ons~e, Construction Plans, Sanitary Facilities & 1 dl.l11pster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal dale. Required ons~e, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
--PROPERTY SURVEY required for all NEW construction,
COMMERCIAL
SIGN PERMIT
OInoct1ons:
Fill out application completely.
Owner & Contraclor sign back of application, notarized
If ......r $2500, a Notice of eonur-cement is required, lAIC upgrades OYeT $5000)
- Agent (for the contraclor) Of 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 AlC Fences (PIotISurveylFootage)
Driveways-Not over Counter W on public roedways..needs ROW
813-78lJ..OO20
City of Zephyrhills Permit Application
Building Department
/", ,--..., ",
'~l.
1\ J
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JOB ADDREss:~r(1
Date Received
Owner's Name
Owner's AddFllllS
Fee Simple TrUeho/der Name I 5 t\'\
3
WORK PROPOSED
~f~(yJt,U~ Co/fJN~ r .;l~'
[)7'( NEW CONSTR E3 ADD/ALT 0 SIGN 0
D INSTAlL REPAIR
PROPOSED USE 0 SFR 0 COMM 0 OTHER
TYPE OF CONSlRUC110N lZl BLOCK 0 FRAME 0 STEEL 0 OTHER I I
""",,""0'"'' WORK I N C_ vJ ( Il\C>S:IY c.+. 0 '" rv1 Ftl , ud i3... V), "''' Z! · I Lj'\
...""'" ... [J,O I j 50 'I .. """...1 ?, DOC> I """"" I 18 .s I " "7 t)
o BUILDING 1$1 I
.)fd J 500,
o ELECTRICAl 1$ ~ 0 I () CJO
o PLUMBING @ ! 5 DO
o MECHANICAl 1$ '/ / 7 0 0
czj GAS r:zf ) ROOFING
FINISHED FLOOR ELEVATIONS I 't 0 I
r
SUBDIVISION
DEMOLISH
I
I
I
I
o
I
VAlUATION OF TOTAl CONSTRUCTION
AMP SERVICE d PROGRESS ENERGY
o
WRE.C.
VAlUATION OF MECHANICAlINSTAlu>.TION
DYES
~
SPECIALTY 0
FLOOD ZONE AREA
OTHER
AddI'8lIS
(IoJo/
S (l.';4- .:Jl-lo~ Lutz.. FI.\
(l. 1/ / c~.s
LK:ense# I CG(~ OS1~ ",,\,v(/'~\.
~p",d ELt'(lYICA~~;~~~e~il~~'
~ FEECURRENT IN/, rY~'W ~'" '"'
License # iECOOOt'9'....<A' 1,\(..\b"~V
\ .\~,'v v
v?: X: ,J'
BUILDER
SIGNATURE
Ad_
ELECll'UClAN
SIGNATURE
PLUMBER
SIGNATURE
AddFllllS i~)Yy
MECHANICAL I
SIGNATURE ,
Addreea I
~:Ne:TURE r
AddI'8lIS I
~L License #
I COMPANY
REGISTERED ~ FEE CURRENT u:..!..!!-I
license #
COMPANY
REGISTERED L:'!:..!.1U FEE CURRENT u:..!..!!-I
License #
SIGN PERMIT
Attach (2) Plot Plans; (2) sets 0/ Building Pls1s; (1) set of Energy Forms
Minimum ten (10) working days after submitlal dale. Required ensile, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Buiking Plens; (1) set of Energy Forms.
Minimum ten (10) worI<ing days after submitlal dale, Required ensite, Construction Plens, Senltary Facilities & 1 dumpster
All commercial requirements must meet complianCe.
Attach (2) sets of Engine<<ed Plans.
--PROPERTY SURVEY required for all NEW construclion.
RESlDEN1IAL
COMMERCIAL
Directions:
Fill out application completely,
Owner & Contractor sign beck of application, notarized
If over $25CIO, a Notice of Cornrnencement I. required. (AIC upgrades 0__ $50001
_ Agent (for the contracIOr) or P~r 0/ Attorney (for the owner) would be someone.with notarized letter from owner authorizing same
OVER lHE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC Fences (pIol1SurveylFoolage)
Driveways-Not oyer Counter if on publiC roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned underStands that this pennit may be subject to .deed" restridlons"
which may be more restrICtive than County AlgUIatlons. The undersigned assumes responsibility for compliance with any
applicable deed restrictionS.
UNLICENSED CONlRACTORS AND CONTRACTOR RESPONSlBlLI11ES: If the owner has hired a contractor or
contractors to undertake wort, they may be requHd tJ be licensed in acaJrdanoe with stale and local regulations. If the
contracIDr is nollicensed as required by law, both the owner and contractor may be citBd for a misdemeallOl' violation
under stale law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
lnlended WOftt, they are advised to contact the Pasco County Building Inspection DIvision-Ucensi Section at 727-847-
8009. Furthermore. if the owner has hired a contractor or contrador&, he is advised to have the contracIOr(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 entiIIed to permitting prlviIeges in Pasco
Counly.
TRANSPORTATION IIIPACTIU11L111ES "ACT AND RESOURCE RECOVERY FEES: The undersigned undersI8nds
that TranspOI1atIon Impact Fees and R8coIne 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 lmderstauds, that such tees. as may be due, wiI be identified at the time of
permitting. It is further understood that Transporta8on Impact Fees and Resource Recovery Fees must be paid prior to
receiving a -c:.ertllicate of occupancy" or final power release. If the projBct does not involve a cerIific;ate of oceupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaIerISewer Impact
fees are due, they must be paid prior to permit issuanCe in accordanCe with applicable Pasco County ortIinances.
CONSTRUCTION UEN LAW (Cltaplllr 713, FIorId8 Statutes, 88 amended): If vaIualIOn of WOftt Is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the -Florida ConsIrudiOn lien L.aw--Homeowners
Protection Guide" prepared by the Florida Department of Agriculture and Consumer AfI'an. If the applicant is someone
other than the -owner", 1 certify !hat I have obIained a copy of the above described document and promise in good faIIh to
deliver It to the "owner" prior to commencement
CONTRACTOR'SIOWNER'S AFFIDAVIT: 1 certify that aI the information in this application is acante and that aI work
wiB be done in compliance with aU applicable laws AlgUlating construction. zoning and land development Application is
hereby made to obtain a permit to do work and instalation as indicated. I certify that no work or installation has
comrnetlC8d prior to ls8u8nCe of a permit and that a8 work will be performed to meet standards of aU laws regulating
construction, County and CIly codes, zoning reguIaIIons. and land deveIoprrBJt regulations in the jurisdIcIIon. 1 also
certify !hat I understand that the regulations of other government agencies may apply to the intended work, and !hat It is
my resp0nslbliity to identify what actions 1 must take to be in compliance, Such agencies Include but are not limited to:
Department of Environmental ProtecliOn-Cypre Bayheads, W8IIand Areas and Environmentally Sensitive
lands, WalBdWastewater Trealment.
Southwest Florida Water Management District-Wells, Cypress Bayheads. Wetland Areas, Altering
WatercourSes.
Army Corps of Englneers-Seawalls, Docks. Navigable Waterways.
Deparlment of Health & Rehabilitative ServiceslEnvIronmenlal Health Unit-Wells. Wastewater Treatment.
Septic Tanks,
US Envtronrnental Proteclion Agency-Asbestos abatement
Federal Avlallon AuthOrity-Runways,
I understand !hat the following restrictions apply to the use oftiU:
Use of 1IH is not allowed in FloOd ZOne "V" unless expressly permitted.
If the fin material is to be used in FloOd Zone .A', It is understOOd that a drainage plan addressing a
"compensating volume' wBI be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fiI material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construcIion, I certify that fiR wi! be used only to fiR the area within the stem wan.
If fiR material is to be used in any area, I certify that use of such fit will not adversely affeCt adjacent
properties. If use of fiR is found to adwrseIy affect adjacent properties, the owner may be cited fOr;vloIatIng
the conditions of the building pennlt Issued under the attached permit application. for lots less thari 'one (1)
acnt which are eleVated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, 1 promise in good faith to inform the owner of the pennitIing conditions set forth in
this afIidavil prior to COhll1l8llCing consIructlon. I undersland that a separate permit may be requlnld for eleeIrIcaI work.
plumbing. signs, wells. pools, air condllloning. gas, or other InstaIIaIions not specIlicaIy lncIuded in the appIIcaIlon. A
permit issued shall be construed to be a Roense to proceed with the work and not as authority to vioIatie, cancel, aller, or
set aside any provisions of the tschnicaI codes. nor shaD issuance of a permit prevent the Building 0fIiciaI from thereafter
requiring a oorrectlon of errors in plans, construcIIon or violations of any codes. EvelY pemit Issued shaI become invaId
unless the work authorized by such permit is commenced within six months of permit isSUance, or if work authorized by
the panni is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension
may be requested. in wriIlng, from the BuildIng 0fticiaI for a period not to exceed ninety (90) days and wiI demonstlate
jUstIIIabIe cause for the exIensIon. If work ceases br ninety (90) consecuIIve days, . Is considered abandoned.
T IN YOUR
, CONSULT
Q dLJ;LiJr;C)~/~~
..
Commission No.
Commission No.
Name of Notary \yplId. pri1ted or sanped
Name of NoIary \yplId. printed or stamped
"'~IW;:r~ Bobbie Swetland
t!,/I!:i.."\*",',~,: MY COMMISSION # 00268763 EXPIRES
''':>\~~f February 22, 2008
,'. . ',;,<t'. DONDEDTHRU TROY FAIN INSURA''C[. IN'
,,'~;;.~r~ Bobbie Swetland
t:rli:\:': MY COMMISSION # 00268763 EXPIRES
~":>'.~~! FebruolY 22, 2008
'~'i"ri( .~l:ff:-' BONDED THIlU TROY FAIN INSURANC~ INC
~~NIKAL ~~KMll 11N~
P('~S~;D COUNTY'f Fl...m~J:I)lzl
C[)NTF~l:)CTDF~ ~~::
NAME~ ENGINEERING CONSTRUCTION
'f'~DDf;::: 6El.q,ti' Df~IH~Y FW{:ID
C/ST~ ZEPHYRHILl...S,Fl... 33542
FOF::: ZEPl-'I'r'F~I-fILU:, F'F~DFE~:)SI DN.AL CENTEf~ CHEC~:: t* 3609
DI-!:tUGI-jTEF~Y FWAI>
1{~CCNT
TOT l~L (-'~j"iOUNT::
COMPN'( -(-':tCCClLJNT CEi'HER
Bl02 - 329500 - 2
!.:'j() .. 00
(-~IMClUNT
~50 .. 00
1 ~.;.:::.~.;
HECEI~)ED BY
DA"Y"E:;: 08/09/06 l']:ME~ ()9::58
PI{;IGE:: :i. DF :i.
I ~:)SH.JE OFF I CE :: N
F:ECEIPT NUi'>iBl:;::: (!O~:>60~'jEl4
OFFICE:: NEW PORT RICHEY
- Dl:::SCI:UPTION/PEHMT D,{:lTA nR/Cf~
RIT-O-WAY USE PMT 60
Permit Application Review Comments
By: Bill Burgess
bLL>&- \
Date: \ 0 I;;). L\ IDto [Q] No Comments
Address: .~ '1 C1 00 '::i):).J_'\S lIB;, ReD . .
Type: (Y1.Q~ {,:f+~(~ f-1M C:oP1 l:,iu0\r) \D/;).\.\fD0
Q) ) ) L>>rJ S f}9Ll L" ~p Li C\Sl11-\ flv'('D '5 ~ S--rj!:JC/-,>1Li'"'-
~P1-0 i{Lf;.f{lfNlJ 'J?t:R- ~\.f Ft~lDft P?LDb. (;)P):
#= ,/\:ib I ~. ~ #- q 6_..s(Y\,ol~6fD(P ,.0/\Je...~'1 C(I,(~)
/ --' 0 '\:~'1 iLi'O, /I~
tt Ie 333
VARI Construction - 37900 Daughtery Rd Bldg 1
SQ. FEET PRICE
MAIN OR LIVING: 3,000 $ 95,00
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 285,000.00
FEE SHEET $ 1.038.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 1,118.76
ELECTRICAL: $ 233,55
PLUMBING: $ 155.70
MECHANICAL: $ 108,99
SUB-TOTAL $ 1,617.00
RADON: $ 30.00
TOTAL $ 1,647.00
V'
SEWER: $ 6,710.75
WATER: $ 1.731.40
IRRIGATION: $ -
TOTAL: $ 8,442.15
180~00 1-
WATERMETER:I $
IRRIGATION METER $
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 120.00
INSPECTION TOTAL: $ 30.00
PERMIT TOTAL
TOTAL: $ 150.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 489.00
FIRE $ 525.00
5% $ 50.70
TOTAL: $ 1,064.70
SUB-TOTAL $ 11,483.851 v
PARK IMPACT FEESI $ . I Not Applicable
SIF'S: $ -
100,0% $ -
1.0% $ -
TOTAL: $ -
Not Applicable
T I F '8: $
99% $
1% $
17,799.00
17,621.01
177.99
('(!
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":::.v \-)\ pl '.;"5
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-./bL \)f, t\
c
("
i..., . (.
q F 1+,:_+ (\ ^..~ ',..)
k-
1-I,..\c'3, ~5
TOTAL: $ 29,282.85 I y \ L1'..V"i .-) c..;;
~. - J-.lJ.-; .
".1, "", .
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- ,,::'" '15
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VARI Construction Services, Inc.
www.variconstruction.com
23110 State Road 54 #106 Lutz, Florida 33549 (813) 973-2657 Fax (813) 991-5128
Quality, Integrity & Customer Satisfaction
January 27,2007
uP' DO oolooV'
~, i~ '/riYt\()~1
tJ pP' II r
William Burgess
City of Zephyrhills
Building Department
Re: Daughtery Road Professional Center
Permit Numbers 6333, 6334, 6335 and 6336.
Mr. Burgess:
Vari Construction Services Inc. will be changing the Electrical Contractor on the
above referenced project from Advanced Electrical of Pasco to C & C Electric.
Thank you for your assistance with this matter.
l,~,""",.i/
. .....7'"'" ."
.' .-.,'" /" "
/' "
_ r:,."'1A... ,i'~
J
Francis J Vari
President
CG- C059192
STATE OF FLORIDA:
COUNTY OF PASCO:
THE FOREGOING was sworn before me this 27th day of January, 2007 by Francis 1.
Vari III, who is personally known to me.
<5
~
N tary Public
~J\. Utn E. PrIlltlIr
. ~ j My CommIssion 0024..
~..~ Expires August 21. 2007
P.01/01
TRANSACTION REPORT
DEC/27/2006/WED 10:46 AM
FAX(TX)
~'ATE
~:C/27
RECEIVER
99915128
TYPE/NOTE
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I TO: Donna-Vari FROM: Karen ; :
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.
f FAX#: 991-5128 FAX#: 813-780-0021 :
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: DATE: 12-27-06 # OF PAGES: 5 :
I I
.: MESSAGE: Our Planning Dept has given the approval to proceed with the building :
I ·
: permits with the understanding no c.o. can be issued until requirements of a certified :
I I
: Parcel subdivision are colDplete per Section 11.01.07.02. :
I ' I
: Attached are copies of the Fee Sheets for each Building. You have two options. Option I,' :
: pay the entire amount for each pennit which totals for all permits $90,051.75. Option 2,! :
. ! I
: pay the subtotal plus 25% of the TIF (Transportation Impact Fee) for each building permi~. :
I I
: This totals $50,004.00 for all permitS. The remaining 75% will be due at time of C.O :
I
which totals to $40,047.75. I
,
I
We will need a mechanical subcontractor to sign onto all permits prior to pickup. '
. I
, I
We will need Electrica1JPlumbingIMechanical to sign on the Shell Pennit prior to pickup! :
We will need a letter of authorization from the license holder for anyone but him to sign the :
< I
permit to be brought to us at time of the pennits pick up. Also, if we could get advanced; !
notification on when these permits will be picked up would avoid waiting time on your part :
.
: as we will have to cash out each pemrit. :
I 1
: Any problems or questions, please .contact me. Thank you. :
I I
I I,
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I i I
I' ; I
1______-----------------------------------------------_________l__~
I
'City ofZep~yrbills - Building Dept
Phone: (813)-780-0020
FAX: (813)-780-0021
VARI Construction - 37900 Daughtery Rd Bldg 1
SQ. FEET PRICE
MAIN OR LIVING: 3,000 $ 95.00
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 285,000.00
FEE SHEET $ 1,038.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 1,118.76
ELECTRICAL: $ 233.55
PLUMBING: $ 155.70
MECHANICAL: $ 108.99
SUB.TOTAL $ 1,617.00
RADON: $ 30.00
TOTAL $ 1.647.00
SEWER: $ 6.710.75
WATER: $ 1,731.40
IRRIGATION: $ -
TOTAL: $ 8.442.15
WATER METERI $
IRRIGATION METER $
180~00 I
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 120.00
INSPECTION TOTAL: $ 30.00
PERMIT TOTAL
TOTAL: $ 150.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 489,00
FIRE $ 525.00
5% $ 50.70
TOTAL: $ 1,064.70
SUB-TOTAL $ 11,483.851
PARK IMPACT FEESI $
Not Applicable
SIF'S: $ -
100,0% $ -
1.0% $ -
TOTAL: $ -
Not Applicable
TIF'S: $ 17,799.00 I
99% $ 17,621.01 I
1% $ 177.99 I
TOTAL: $ 29,282.85 1
VARI Construction - 37908 Daughtery Rd. Bldg 2
SQ. FEET PRICE
MAIN OR LIVING: 3,000 $ 95.00
,
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 285,000,00
FEE SHEET $ 1.038,00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 1,118.76
ELECTRICAL: $ 233.55
PLUMBING: $ 155.70
MECHANICAL: $ 108,99
SUB-TOTAL $ 1,617.00
RADON: $ 30.00
TOTAL $ 1,647.00
SEWER: $ 6,710.75
WATER: $ 1,731.40
IRRIGATION: $ -
TOTAL: $ 8,442.15
WATER METER: I $
IRRIGATION METER $
180~00 I
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 120.00
INSPECTION TOTAL: $ 45.00
PERMIT TOTAL
TOTAL: $ 165.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 489.00
FIRE $ 525.00
5% $ 50,70
TOTAL: $ 1,064.70
SUB-TOTAL $ 11,498.851
PARK IMPACT FEESI $
Not Applicable
SIF'S: $ -
100.0% $ -
1,0% $ -
TOTAL: $ -
Not Applicable
1
1
I
T IF'S:I $
99%1 $
1%1 $
17,799.00
17,621.01
177.99
TOTAL: $ 29,297.85 I
VARI Construction - 37914 Daughtery Rd- Bldg 3
SQ. FEET PRICE
MAIN OR LIVING: 3,000 $ 95.00
OTHER AREA UNDER ROOF: - $ >, 88.00
OTHER: - $ -
VALUATION $ 285.000.00
FEE SHEET $ 1,038.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 1.118.76
ELECTRICAL: $ 233.55
PLUMBING: $ 155.70
MECHANICAL: $ 108.99
SUB-TOTAL $ 1,617.00
RADON: $ 30.00
TOTAL $ 1,647.00
SEWER: $ 6.710.75
WATER: $ 1.731.40
IRRIGATION: $ -
TOTAL: $ 8,442.15
WATER METER:I $
IRRIGATION METER $
180~00 I
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 120.00
INSPECTION TOTAL: $ 30.00
PERMIT TOTAL
TOTAL: $ 150.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 489.00
FIRE $ 525.00
5% $ 50,70
TOTAL: $ 1,064.70
SUB-TOTAL $ 11,483.85 I
PARK IMPACT FEESI $
Not Applicable
SIF'S: $ -
100,0% $ - ,
1.0% $ -
TOTAL: $ -
Not Applicable
TI F '5: $
99% $
1% $
17,799.00
17.621.01
177.99
TOTAL: $ 29,282.85 I
VARI Construction - 37922 Daughtery Rd - Bldg 4-Shell ONLY
SQ. FEET PRICE
MAIN OR LIVING: 3,000 $ 47.50
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 142.500.00
FEE SHEET $ 609.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 681.18
ELECTRICAL: $ 137.03
PLUMBING: $ 91.35
MECHANICAL: $ 63.95
SUB-TOTAL $ 973.50
RADON: $ 30.00
TOTAL $ 1,003.50
SEWER: $ -
WATER: $ -
IRRIGATION: $ -
TOTAL: $ .
N1A Until Build Out
N1A Until Build Out
WATER METER:I $
IRRIGATION METER $
I N/A until Build Out
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 120.00
INSPECTION TOTAL: $ -
PERMIT TOTAL
TOTAL: $ 120.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 489.00
FIRE $ 525.00
5% $ 50.70
TOTAL: $ 1,064.70
SUB-TOTAL $
2,188.20 I
'PARK IMPACT FEES I $
Not Applicable
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ .
Not Applicable
TIF '5:1 $
99% $
1% $
I N/A Until Build Out
TOTAL: $
2,188.20 I
Fee Sheet
\I f+Il-l G~tJ~ .
~ O-Aubl1ff4L'f
Comm -/ Res _
13~ ~-1-
4:> j/Y\~f6%1~A-\.. ~TPfL
Square Feet )~~
Valuation
Z i-5jot;O
.-zJ:\ ,CU
Radon ~
Connection Fees
Sewer {o ,7 [f:J .1'5"
Water ~ Jj'71,~C
W. Meter
(All Residentials - % ")
Irr. Meter
Irr.Conn
Impact Fees
~
~~
School
Park
./ 'Or;:;
Cf"..
L~~Ui"'s:..
(Use System for calculation of fees)
Dollar Amount
% (180.00)
1 (250.00)
1.5 (650.00) _
2 (875.00)_
3 & 4 (Contact Louie) _
3 ,::> j;'lt5tr~~'~~
17} 111/.)u
~ /Db<t:7<>
Transportation
Public Safety
f7 r1.li- 1:75, 0.- '"" . -:J
'" 'J -::::: 5 Z 'S"::> 'J
rl..{t,i- J~l-'~ t< 3 ;;; q~. :.~,
JI~I\.f;~tJ
-=- lVI tf ,;;,:.. -{. J c-:;-
I .
q;j .
IDb~ ,'7~ '~JA-L
City of Zephyrhllls
Water and Sewer Impact Fee Calculation
Land Use Type:
Doctor or Dentist Office
No. of Practitioners
No. of Employees per 8hr Shift
Water Distribution System
Wastewater Collection System
Wastewater Treatment Plant Capacity
TOTAL
Impact Fees
Within City Limits
$ 1,731.40
$ 4,301.65
$ 2,409.09
$ 8,442.15
Outside City Limits
$ 2,165.29
$ 5,376.03
$ 3,008.26
$ 10,549.59
Fine Chief Robert Hartwig
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041 Fax (813) 780-0044
Occupanc No.:
Plan No.:
Business Name:
Business Address:
Business Phone No.:
Business Fax No.:
Contact:
PLAN REVIEW FEES
~ Site Plan N/C
'~6tO Buildi~9 Plans ~~,
RevIsion ~"'
STANDPIPE SYSTEM
D Per Riser $25
SPRINKLER SYSTEMS
Do - 25 Heads $30
26 plus Heads $60
FIRE PUMP
D Per Pump $100
FIRE ALARM SYSTEM
Do - 25 Devices $30
26 plus Devices $60
SUPPRESSION SYSTEMS
~ Wet $35
Dry $35
C02 $35
Other $35
GREASENENTILATION
D Hood/Ducts $35
INSPECTION FEES
Annual N/C
1 st Re-inspection $25
2nd Re-inspection $50
3rd Re-inspection $125
4th Re-inspection $250
5th Re-Inspection $500
Construction $15
Commercial $25
SPRINKLER SYSTEMS
Hydro Undergrounds $45
Hydrostatic System $45
Wet Acceptance $30
Dry Acceptance $45
Hydrant Flow $25
Hood / Booth $30
Grease Duct $15
FIRE ALARM SYSTEM
D System Acceptance $50
Recall Acceptance $50
OTHER
Fire Wall/Smoke Wall
LP Gas
Natural Gas
Fuel Tanks
Tent
$15 y:2.-
$25
$25
$25
$15
PERMIT FEE
SPRINKLER SYSTEMS
D Automatic $15
FIRE PUMP
D Fire Pump $15
FIRE ALARM SYSTEM
D Detection $15
OTHER
[ LP Gas
Natural Gas
Fire Works
Fuel Tanks
$45
$45
$25
$45
FALSE ALARM FEE
1 st Alarm N/C
2nd Alarm N/C
3rd Alarm N/C
4th Alarm $25
5th Alarm $50
6th Alarm $75
7th Alarm $100
8th Alarm $150
9th Alarm $200
10th Alarm $250
Non Compliance $150
"Affidavit of Service/Repair"
bO ~
,---t-4fj --- ~ I I FALSE ALARM
PLANS TOTAL ~ INSPECTION TOTA~ PERMIT TOTAL TOTAL I
;(j'G>
&. ~ G_OJPTAL ~ ~ ,/ .
Comments: ~/1 ,'1I(?A/ ~ ~V ~ ." ~~~ ~/h;
od ~'e-
GREASENENTILATION
D Hood/Ducts $15
Kitchen Suppression $15
Date:
IO)1'Jo~
%1'1' ~rA/df- F':pt
Inspector:
~
""J
11111111111111I111111111111111111111111111111111111111111111
2.1083144
Ropt.: IIl!!8
05: 0.00
04/24/08
R.o: 18.58
IT: e..
Dpty Clerk
)ilmSouth
'W}2~~U"'~: =~ fUNT:, CLERK
OR BK 6951 PG 63~
R
PREPARED BY AND RETURN TO:
Jessica Pinson
AmSouth Bank - Consumer Loan Operations
P. O. Box 1984
Birmingham, AL 35201
NOTICE OF COMMENCEMENT
Notice is hereby given that the undersigned will commence to improve the following described real property situated in Pasco
County, Florida, to-wit:
a) Description of property: (SEE ATTACHED EXHIBIT "A")
b) Said improvement shall consist of:
ConstIUction 3,000 square foot office building
e) The name and address of the owner of said real property is:
Yawer M. Nensey and Tasneem Nensey
6719 Gall Blvd., #201
Zephyrhills, FL 33543
d) The name and address of the contractor is:
Vari ConstIUction Services, Inc.
23110 State Road 54 #106
Lutz, FL 33549
e) The name and address of the surety on the payment bond under Section 713.32 FS 1967 is:
None
f) The name and address of the person upon whom notices or other documents may be served is:
N/A
g) The name and address of the person(s) designated in addition to the undersigned, to receive a copy of the lienor's
notice as provided in Section 713.06 (2b) FS 1967 is:
AmSouth Bank
Attn: Milca S. Burgos - Business Banking
P, 0, Box 179
Clearwater, Florida 33757-0179
h) Commencement on said improvement shall be within thirty days from date of recording this notice.
Dated this lOth day of April
,2006.
~~
By:
Yawcr~ense , .
STATE OF FLO~
COUNTY OF ~
Sworn to, and subscribed before me this 10th day of ~I
pers Ily known to me or has provided (..t.. fH.OH
. 2006 by Yawer M. Nensey and Tasneem Nensey , who is/are
as identification.
':-'\~'~'" Tracy (\. Hudson
i~~~~ Comml~Slon 'DDI69529
~~. 'fl.:;E Expir~s: Dee 21, 2006
~'~.\:o;i~,"''' Bonded 1lvu
"m"\ Atlantic Bonding Co.. Inc.
OR BK 6951 PG 640
2 of 2
EXHIBIT ,. A"
PARCEL 2:
'Fhe East 78.68 feet of the west 205.57 feet of Tract 1, less the South. 100,00 feet thereof, and less the North
15.00 feet thereof for Daugherty Road right-of-way, said Parcel 2 being subject to an casement for utilities over
and across the South 10.00 feet thereof; also being subject to and together with an easement for drainage in
common with others ever and acrosS the North 70.00 feet of the South 170.00 feet of the East 311.84 feet of the
West 341.84 feet of said Tract 1, and being further subject to and together with an easement forparlcing and
access in common with others over and across the East 321.84 feet of the West 351.84 feet of said Tract l,less
the South 225.00 feet thereof and less the North 15.00 feet thereof, said Tract 1, being of the xnap or plat of
ZEPHYRHILLS COLONY COMPANY LANDS, in Section 3, Township 26 South, Range 21 East, as recorded
in Plat Book 2, Page 6, public records of Pasco County, Florida.
Property Address: Daughtery Road
Zephyrhills, Fl 33540
Initials: .4--"
f
STATE OF FLOf"W'A,
COUNTY OF P,~'Y)
. ,),--\",
THIS IS TO CfRTf'','
TRUE AND CORRECT 1'r)~";,(~HAT..rHE FOREGOING IS A
OR OF PUBLIC RECO~[I 'M ~H ~Hc DOCUMENT ON FILE
HANO~AI- ~:j:" I OFFlC~NESS MY
I ifAL THIS DAY OF
JED r~JlR*N,V9t1iiOF ~~CI
By~OURT
"- PUTY CLERK
Page 1 of1
Karen Miller
From: Todd Vandeberg
Sent: Wednesday, October 25,20069:17 AM
To: Karen Miller
Subject: RE: Daughtery Road Professional Center
Infrastructure work / site work can proceed if Bill is Ok. Just no structural work until the Final plat is completed.
Todd Vande Berg
Director of Development
City Of Zephyrhills
813-780-0006
813-780-0005 (FAX)
tvandeberg@ci.zephyrhills.f1.us
t)~~~IL>/~19tcJ
@. I\~.;>-q I~
From: Karen Miller
Sent: Wednesday, October 25,20068:32 AM
To: Billy Poe; Todd Vandeberg
Subject: Daughtery Road Professional Center
We have received the site work permit for the 4 medical offices off of Daughtery Road. Could you please respond
back via email advising that we can proceed with site work that your department has everything it needs prior to
this (Le., approved construction plans, letters). Thank you.
Karen
10/25/2006
VARI Construction Services, Inc.
www.variconstruction.com
23110StateRoad54 #106 Lutz,Florida33549 (813)973-2657 Fax (813) 991-5128
Quality, Integrity & Customer Satisfaction
October 20, 2006
Mr. Bill Burgess
Building Official
Zephyrhills Building Department
5335 8th Street
Zephyrhills, Florida 33542
RE: Zephyrhills Professional Office Center Project (Daughtery Road west of US 301)
Site Permit
Mr. Burgess;
Thank you for meeting earlier this week to review this project.
Per my conversation on October 19, 2006 with Todd Vande Berg, we now have approval of the
preliminary plat for this project. We are submitting the attached package for our site permit
application. I understand we typically must provide an approved drawing from the DRC however
per Mr. Vande Berg that will be issued at the time of the Final Plat approval. He indicated that we
should be able to begin out site work clearing and infrastructure improvements while the Final
Plat is being reviewed. When I asked if an interim approval document for the permit application
process is needed, Mr. Vande Burg suggested you and he speak about this project when you
review the Site Permit application.
As I shared with you at our meeting, unfortunately due to the owner's decision to subdivide the
property and several bumps along the process, it has put this project in a significant delay (nearly
10 months) so we are doing whatever we can to get the project started. The original site plan
was approved some time back with four buildings just as we have it now. The subdivision for
individual ownership became thus issue, thus requiring platting.
Thank you so much for your assistance. We look forward to working with you and your team on
this project.
.Sinc..ereIY'~, '
.//'2. ?
-r/t- tJ<--.-
Frank Vari
President
Vari Construction Services, Inc.
:F1orida ~ EfTlCieJIcv Code For Buildiag CoDStruction
Florida DeoartlaeBt of C0IIUII8aity Affain
EaergyGa8ge FlaCom v 2.1 FORM 4OOA-2004
Whole Building Performance Method for Commercial Beildia.
Not Effeetive Before .IDly 1, 2005
J1U'i8dieIioD: ZEPHYRHILLS. PASCO COUNTY, FI..(611600)
ShortDesc; Offict BuiktiDg ~ Doctors Otfn:e
~ Zcphyrfrilh 'Professional Office Center
Address: DaagIey Road - 3'1900
ERtct Address here
City: Zephyrbitls
State: Florida
Zip: 0
1)pe: Office
aass: New F"misJacd building
PermitNo: 0
Storeys: I
*Condit:ioDed Area: 3060
*Cead. UllCondAna: 3060
IIaI T~ 3.0 (if difrm:nt. write in)
· ....1i&IIIaI
lRlL Daa.. iDckIIII:
WlIII~_
Complia.ee S..mary
C"peaellt
Gross Enagy Use
Desica
2,321.76
Criteria
2,354.23
ll-'*
PASSES
UGHTING CONTROLS
EXTERNAL UGH11NG
HVAC SYSTEM
PLANT
WATER HEATING SYSTEMS
PIPING SYSTEMS
Met all required compliance from Cbedc List?
PASSES
PASSES
PASSES
NoaeEatered
PASSES
c;:v.-
IMPORTANT NOTE: An hip_ reporl PrinI..oIIi from EItergyGa.uge eo", of
this design bllillling IIfIlSI be a_mitted 111.. wit1I t1Us Complitmce Report
411912006
~1i'IlIOM 2IN ~.
COMPLIANCE
noN:
I h8nIby C8IIify that the ... and
lip- -. ..... CCMM8d by till caIcII8Iian ..
in camplia.M:e wiIh the Randa Energy
Olidellr.,y Code.
PREPARED BY: Tadd S. WOIoIt PE
DATE:
I fB1lby certify thed
with the Aorid8
DATE:
If required by fIDrida law, I hereby certify
Q)t.1pliaJ1C8 wiIh the florida Enefgy Code.
ARCRJ'fECT ~
ELBCTIU.CAL SYS'I'EM.DESJGNER:
LIGHTING SYSTEM DlSICNER:
MECHANlCALSYSTEM DESIGNER:
NJMBING SYSTEM DESIGNER:
Review of the plans and ~. COIIIQd by INs
ealctlf8lJon ilNficath (lompL..o.. wiIh the florida en.gy
Cade.. Be6:ft conaIrur:Ion is CGIftIltll1e If. this ~ wiI be
=:'Fl" -W" .... -.
IIIIILIlING 0fIi'ICIAL: i.. _n n. C.,
DATE: :J
REClSTIIAnoN
AR1D7S
/
("') 5Ign8Ue Is rsquhd where Aodd8 U. requhB detlfgn to be performed by.". E t ~ d88fgn ..._r . 11_.
~ names ... ~~, runbers m&y be used when! 8I181evMt 'lIfouusllon 1$ ~"'l&d OD sfgrBtIBeaIpd
plans.
411912006
~~ 11M v1.1
2
. I"rojt.d: 0ftIee ~
Tille: Dedon Ott'iq
~ Oftiee
t'WEA FIle: T.
Whole Buildiag Contpliaaee
Design RefeJWtCe
Total .13 J".
$2,321.76 11,354..23
.. ,,-~; --'~._- ,--~ ~. ~..__d_
B...ECTRICITY(MBIuIkWhI$ 98.'73 .....
) ti,7k80 ~.
$2.121.76 WS4.ZJ
--- _n____
MEA LIGHTS 25,g"1 22.29
12.821M 18,.._
161462 $524..61
--......_~-................_- - --..~.-----
~ EQt..-T J 4..S7 14.5'7
,725.88 fi,7.Z5.00
$341.63 $342.3'
.., - --------- -----.-, ..__._.~----_.- . _.._- ----- ----~ + ~---~~-~- -._-,
~&MISC U6 1.06
lS.II 26..M
11.27 11.32
'-',.- --- ~.- n_ ~ _ __..-------...._
SPACE COOL %1_11 21.99
IU$3.tO J2,96U8
W7.69 1'5'"87
----~................_.- . .,. ,--
SPACE HEAT 0.76 1.81
..eo 46UO
'11.59 mS2
-'---'~';-~ .- ,'_'_...'.._n..~..., _n.__.._._ --_._-~~ -~--
VENT FANS 30.27 3U'7
J4,015." 15.76'.
$711.96 S1112.S4
--.-- -. .......-. .--. --... -..
Icredifs & PeIIa1fies (if ally)! M_ified P_a: - 9&.'4 J PA&iES I
4I19J2006
EIIcrgCap n.ca. 21M -41
3
. Oftice a.tIIImg
rnoe: Dedors Oflia:
~:CT:
External Liglating eo.pliaD~
Jk<<.1pUeII Category ~ Area or J.acdt ELPA CLP
(WJU.it) or No. ofUaits (W) (W)
(Sqft or ft)
En Light 4 Building ~ willi (or he 3.00 300..0 900 100
standi8&) Canopy
- . :9II(W) I PASSES I
... u'-::auee: 980 (W)
_..' 0IIiee JIIIIdt.g
TiIte: Dodon Of&e
Type: 0IIiee ...
(WEAFile:T )
Lig.tiag CO.troIs COIIlpliaaee
Aa'oIIyIB Adarae Iklsa.... Area No. of Dcsip M. ~
m (....) T8Ib CP CP a.ee
P1'OZo lSpJ J6 Office. Open Plan 3.060 I II 2 PASSES
I pASsu 'I
4/]9J2006
~agc FIaCGaI 28N w2..1
4
_.. Oftke ........
'I1tk: 00d0rs 0IIic:e
Type: Ofke
_..i-. PIle: '[ - ~
System Report Compliance
.- 1 SyDe.. 1 COIDtaat V.... Air CooJecI No. ofUma.
-~
Split SyItaI < ~ BmIIIr 1
o.poIltIIt 01...., Capldy Daip U ~ IPLV eo.p..
Eft' CrItMt8 IPLV Criteria Iiuct
Cooling System Air Cooled < 6SOOO Bto1h J),OO JO.OO 11.70 PASSES
Cooling Capacity
Heating System HIedric Fomace 1.00 1.00 PASSFS
Air~ Air HamdIc:c (Supply) - 0.80 0.90 PASSES
SymIm~ CoMtMt Volume
.......:1. SyRe8Il eo..allt V-.e Air CeoIecI No. orUIlhs
Split SysteBI < 6SIII Btdr 1
Cotdpoaetlt c.re,er, CapIdty Daip Elf Daip IPLY c..,..
Elf CrIterte IPLY CrHerte ~
CooIiDg System Air Cooled < 6SOOO BtuIb 12.00 10.00 11.70 PASSP.S
Cooling Capaciry
Air HandJiog Air HaadJcr (SuppIy)- O..so 0.90 PASSES
SysIan -SuppJy eo..s..t Voitmle
I PASSES I
Plot Compliaaee
n.......~ IIIItaIkd SIze IJcsic8 Mill Desip Mia Category CoIIIp
No Eft' m IPLV IPLV IIaIJtte
I Naae
41191lOO6
~ MaCe. ... \'2.1
s
Pnj&d: O&e........
TitJC: DodMs Oftiee
Type: Oft'"1Ce
.(\\iRA ne: Ta. . -
Water Beater Compliaaee
Dacriptiaa TJpe Cah:gorJ Daip Mia DesIp Mas ea.p
Eft' Ell' lAw ...... Iiaace
Willa" Heater I EIa:ri: ....hcab:r <=12lkWJ 0.90 0.88 PASSES
I PASSES I
PipiBg System eoRlpliaaee
ealelWY Pipe Dill Is ~.afNt ... COIId .. Ilcq" eo.
,....) RuetItf Temp I........ 'I1l1ek ,ID] 'I1lick {iIlJ
[i'J g.FJ
I N.. 1
4/1912006
~ F1eCoIB ... y2.J
6
ProJed: omee .......
Hie: Dod:ors Off'~
: 0fIice
(WRA Ji'iIc: Tuapa.t-.y)
OtIIer Required Compliaaee
Catepry Sec:tiaD RecpHre. e.t (write NlA ill IJox if IHJt .....bIe) Qeek
lnfillration 406.1 InfiIrntion Criteria hlIue been met
System ..07.1 HV AC Load sizing has beat priJnned
VendlatJon 409.1 Ventilation aikria have been met
ADS 410.1 Dud &mag and Design have been petfo.thQi
T&8 410.1 Testing and 8a18nciag will be pedormed
Motors 414.1 Motor efficieocy aireria have been met
Ligbting 415.1 Liahting criteria haYe been met
O&M 102..1 ~~~ III1IIIUBI will be provided 10 owner
Roof1CejJ 404.1 ll-19 fOr RoofDect with SUIIPlY plenums baIeadl it
Report 101 qu Report Print-out &om EnsgyGauge F1aCom aIbldIocf?
4/J9/2006
.~FJ.Co. 21M 112.1
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(:121) 847~8142 (352)5:21-514\UG
RIGHT.OF~WAY USEPERMIT #3aofof?
'Q,COUNTY
PERMIT - "SunShlne.;.Qne Call"
(800) 432-4770
-48 hours prior to excavation -
koCOllJtn1ction. ~ 'W,'~'be8ccomplishod on any County Right of Way without.written.
app.n:rYliUiOmthClCciuntf- , ,< , .,., ,.,.OJ1()~,on,any Countyowned.Rights of Way ~ 1ilmish a
~:drawing~B1e , .' ',.., " ,<. ,1l~<Wotk.in!P'+W~~U1thcCountyfor rev1ewand I!Pproval prIor to the
commencement of any WoIk. A copy oftlill\perDdfill.1I8tbektlptl'tllldiljjavaJliblellt:tllluite or the work at aD tiDIes.
See. No. ,3 . T26 . R 21 Cmmty Road DaUghtery Road Date 8/1/06
Pprmitfor . ZephvmHls PltlfeeslonalCenter
(ProjcctName) '. ",.
LOCAnON(Leg;il~tion) 5,50'Westof US,301.,on the South slde.ofDaughtery Road.
P~iop. is hereby granted to Zephyrhllls,'PrbfesalJ:lnal, Center LLC
(NBlDoofPermittee) ,
of 11310GrandviewJ:lrive."eadeCltvFl.3S525 for the constmctionandllllQntenance of
(Address OfPeriliittN)
ComllrUc::tJOnOfDriveway and.s sidewalk to a commerclal.project located In the cllyIImitofZephyrhflls on the South.
(1)e8miptionofWort)
SldeofZephythllls. '
Subject to the fullowing conditious:
1. The CODiltruction and mainteoancoofsuchutility shall not interfere with the property and rights of a prior occupant.
2. All wodtshallbedoneiinkeeplng wilhthe.stal1dardsofPasco County and at the Slitisfaction ofPuco County; who will be notified at
leaSt~day!piior.to c:ommmcement ofCOllS\l\lction.
3.Ml matIirilil~'equipmcJJ.t.sba1J.besu&jectto~ectionbY Puco County.
4;During coDStnlctiClJ1ausa&ll.y~onoIlheF.liiliclliDepartmant of1'rans}x>rtation.shall be.obsmredi. and1'a$(:o eoDntyllbaII be
'-." relillVlld'ot:~~iI#t~'~8&,~.Of~'DatureariSing.froIll'this,Petniit;'S~ject.to'lhe,~e't8nnsiand:conditiClll.'l; ~
~ ~~~~-""-"'---''''--_''''''oi
s.AllPrivllto.nd;lI1lPllstOc;oUllty~~~1'llStored toitll.originalconditjon:as wu,practica1, inthe,o]limOI1oIP~ County.
~~: ......... .~l<~~~~~!""'""'-____
7'~=j, ,.' '".~: '. ,:mothm::n~~~:~~~th~~=~=::t
8tlyillllll'l~~.lIoc;priOf"iiIlllal1iitillnsasa~otl1iS~~ClJ1S..,He,'fII4o...~;1iilli~tiDotifYipgllllY 'aitd"aII
utilliyor'~d;~;Ofhis;~pOsC\d ',.",. '?11li'fu~;1htJy'llIl,ly~it4llitin~.
8.Iti&exp1'llSllly lltip1d8tad;tiiIlttlUs,~~ar "'fo#.p~lliveus.,oI'ilYc8iid1Jii.t .tht;PhIliiI1goffaCilities updn pr,tbfu: pl'\lperty
pursuaDti1D'tbisjlern1i.tSl1alll1ot~ ..,. ,... '"..., , ..,.'.. .1Dvest8l;1Y'p~righfinsaidl:lC:ddcr'
9.Whc:neverPascoCounty'i:lilCiaeS:1D1ilrltier~]()ftti1ilCo1l1t1;t~qtWay,auyor1ill:orS8idp()les,wires, pipcjs;qables or other
:6WilifiilSand,lip~cas~h' ., .',. . '." ' boiDuD..;di~ijimoYea.fromslild'RigbtsofWay, or resilt orre10C4lted
th~,llS " ',~; ,.~f,th~~~~i~ftis:P':"biit.
IO.'Il1CW "').to 'frolii;anyial1aall~c1aUns,orhijuries~ may Occur by reasonoIthe
co" . .' '" ......
1l.nu;hO 'cOii1p!l/:til30160I5!O/1,.aOtiays'ortbisPermit, .'. ,.become nUll and vtiid.In the,eventthe
work , '" ',.,.' ,..,..', ,.' ,.,' ..un,tysh8llhavetherlgbttoicompletuUChworlc
and1D,~1Mho1dcr~~~~~mr(.' ,1DlliIm(!in<<ll:l1JSlCtiQgsailhvoik.". . . , '
12.The~ibaU.posta;~DI:'~"" " ,., ", ~~'wi~:theCo1l11ty,Clerk.B~edona CO$t estiInatepreparedbythe
pennitteC's-'engin~andapj3l1rt1ed~th~jCOmw' "1hellill.~tintofthe~ ilrtoboanaino\D1tequa!1D 125%oIthealSt to
conStrucitthc~~. ,In'the'lSVeJit.asuregr'bOJJJl ~.posted"the~S1Jn!tybprid"~'fle.,~..payabl&to1>llSco
County IZidibaUoBl,igiltethe llllrilt>.'<l6 hOlllth&eolDlty hanntess.iIi'thowelltthe.I1OIt!er.of1liiS PemUt,Should1aiItomeetany oIfts
ObligJ>tiOtls"hll.tellDtl&r' ~'bc:lDd~il1lloinlien:mHYl'ascojCountyfor aHeaurt costS,8I1d reasonabl~ attotneyfees in lhi!&Vllnt
1&p1~.i&requinJd,~jconcctOJIS6idlloniL ' '.' ' , ,. ' .'
13. Tha~iIllIll;pos-tcllSl1:ar~ '.' ,,' . antee witlilheCoiIn!YCjerkba.sedoD.a~~ptepared j,y the
~..~ 'bYilbeCoam01l1tt.Df,the~is,toboAll1~un,t.eq1iil to,I~%'\I:ftbo~stto
~,the ,..,. <. "'il.ioncMsipoStedit B.halI:lDeetIi1Lth~criteriaStBtelfinNo. 12 above.
14. SPECIMiCONJ:) , . .
Submitted by:
.
,Leonan:l,ZUllo..Pres.I ECC,lnc.
PritIt.NaDieand Title .
6844 DailY Rd"ZuPhyrhIl/S'A. 33542
Mailing Address (Street, City, State)
lt13-7154Q61. .
Telephone 'Number (Include ArlljlCorle)
PASCO COUNTY, FLORIDA
INTER-OFFICE MEMORANDUM
TO:
Patty Camp
Development Review Tech I
DATE: 9/14/06
FILE: TRQ6.:2n8
FROM:
SUBJECT: Daughtery Road
Zephyrhills Professional Center
Manager
REFERENCES: Right-Of-Way Use
Permit #30068
The Tra IC Operations Division has revi~d the permit as requested; the permit is approved
with the following conditions.
1. Florida State Statute 316.0745 requires that all traffic control signing and markings on
private roads or property open to the general pUblic be in conformance with the Manual on
Uniform Traffic Controf Devices and Florida Department of Transportation standards. The
permittee shall provide all traffic control devices in conformance with these standards.
2. The permittee shall provide traffic control per F.D.O.T. standards in all work areas.
3. The permittee shall not damage or remove any traffic control devices. If a traffic control
sign needs to be removed or relocated, the permittee, shall contact the Pasco County
Public Works Department at 727-847-8143 or 352~521-4246.
4. The permittee shall repair or replace to F.D.O.T. standards any and all damaged traffic
control devices at their expense.
5. If the permittee proposes to close any lanes of a roadway, the following conditions apply.
Lane closures on any collector or arterial roadway shall not be permitted during the hours
of 6AM to 9AM and 4PM to 7PM. Lane closures within any school zone or within 500 feet
of a school zone shall not be permitted from 1 hour before to 1 hour after the starting and
ending times for the school. Proper maintenance of traffic SHALL be provided per Florida
Department of Transportation Index 600.
RWRlrc ,
cc: Right Of Way Permits Database File
REC.FI''':D
SEP 1 5 2D06
PA.;.. , V'
Pasco County, .F~orida
Inter-Office Memoranctum
Tel: Patty Camp DATE: 08/0~/06
Deve~opment Review Tech. I
FILE: RBRW06-453
~k
FROM: ~ Rydzik
Pub1.ic Works Director
.su:s.JEGT : ROW PERM:I:T '#30068
Daughtery Road
No Jurisdiction
REFERENCE: DRR06-431
P1.ease be advised that the Pasco County Board of County Commissioners has never
a1.10cated Daughtery Road into the road maintenance program.. Therefore, Pub1.ic
Works has no jurisdi.ct:i.on in this matter.
TR/dt
RECEIVEO
AU fJ 1 5 2006
_I',JIl,",
1"\...,
. iLgPM" -try
J:Nr REVIEW
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pAGE E:lZ
.. U.6-~"
, 'outhwest Florida" 2379Br1)lIdstre~,6rOQ~le,Florld!l348~
\.. , . n,:..... . (35~i 7QG..7:z11 Of 1.soo~476 (FL only)
tl ',iter Ma~~t .u~tnct . SUNOoM e2S-4150, TOO I1f'/Iy 108OO-~W10a (Fl. only)
.J._~~~' ~ . ,
~ -:- ~. ~, __~"_ ""f!W'/ntttNt fit: WetarMl1:ters.Ql',g. ,
. ~': ' ~ '
Dr bJfj..... em.- l,tUBIta tlMVIce 0fllM ....... ~ 0-. ...... ..... ~ ,
;1,1 ,\Rrl.uI, ~i"ol.I. illOO WnI ArMIrAWM f'Ilt: S1SO ~l1e RelIIl 7;0:1.. ~ :!C1 North
Be IOWJAol\dII tel!ISO-1TOO !lu/lt aae . S..... i'lIll'll:ll ~'J.J. ',,1'\116, nN*J:JII781l\Q
(e 5).....~ Of . 1.tw1lD.l'IOIIde ~.ee70 (t41) 3il'-3722 /II' (8131_'I'41 Of
'"~ )O.4ea.TIQ (1\. 0I1~) ~~~:1. 1.aQO-3200300S (1'1. "nil') . :l.~TII7 (fl erly)
51 lllOM 5tte2OC M1.sa71 $UNOOM l!31~, lJlIlCJN e18-arwo
~. RECEIVED
~UG 03 2004
9137154e12
oorl-EERIN.G IJiJl'ST
~uOutlt 2,2004
rl'lom.. w. V~r
)181 Snver' Oaks Boulevard
~~hymlll."FL SSM'
,.otIce of FIMI AgenCy Adi~ for AppI'fWClI
EFlP General for MinOr Systems.Mcdlticatlon
Permit No. 46022591.001'
Project Name: EIISt PIl$CQ Profe!lsiDnal, P8.rk
County: Pasco
5eC/TwplRgo: , 03I26SI21 e
pear Mr. van~:
3LJ)Ject '
This letter constiWtes notlc~ of Finsl AiencY .4.~on for approval at the pem,1t retl;er.ped
8bov8, Final epprovalls contingent upon nOoDjectlon to the Oistrk:t's action being
receIved'by 1h& OIstr1ct w~111n tl'If ~me frames desc:r1b1Jd ,below. '
YOU or ~ p&1'S0l'l wt'105e sublltantl8l interea al'G aff~ bV th. DiWlct's aellon
regarcill'lg a permit 'may req~1t an Iadmlnletratlve heark1g In aaoardenoe with Sections
120.569 and 120..57,. Florida statute (F.S,), and Chap.' 2e-106.Florldlol AdminietratiVl!l
~ (FAC.), of tl"lO Uniform Rule; of Prcloeduro.A retl~for"'oaMg mUGt: (1) eltp1ain
/?OW the ,ubstanNal inrertsts Qf each pl)l'601'1 r&qlJUtlng tJ" fl981ing wIll be IIfectrJd by,tf'!e
DItrlrkJt's'aclfon, Qr proposed ectJon; (2) sr.M all mSMril!I (Sets dillptAed by the persan
requMing the htJfJ.rfng or ~_ the.t the" .,. no rJb;pUI;ed faQta/ and (S) ~ oomply
with C/WItfr 28.1 06, F.A.C, Copies ofSectlons 2$-106.201 and 28-106.301" F ,A,.C, are
encIClMd for your reference. A request for neartng must be filed wlh (receIvtCf. by) the
Ag..,cy,C~rt< QftM DIStl"lCl: at th~ DistriCt's Bl'OOksville lldenI' within 2' daya m racelpt
of this notlce. Recelpt ie deemed to'bri', the 1J1I;h day llfter the date on whlc!'l thltl notie9 i$
def;lc:lBlted In the Untted ata1es maU. .Fallure ,to tile a re~8t for hearIng within 1tlis 11me
period IhaII oanst1M9 e' WIIVe~ of any right )'OU or suet'l pereon may 1\&1I8 to I'l!lquest a ,
h..~ uncW SIctiOtl_120,5S9 and 120.57, F.s. Mediation pursuant 1:o'Sdcn120.67~.
F,S:, 10 eeule an admlnls1ral:lve d1sPlb.reS)ll'dlng tI. DIitl'\Ct'I action, in' this matter it not
availsble prlor to the fIling of a rtCluest for hearlr\g. ' ,..... ", . ,
EncIoIed Is a ~~Clng.packetrt 1tlal provides Inf~atlon rtgardlng tl'te DIStrict Rule .
400-",010, F.AC,;,Wl'\ioh add~ ihe notification of periCf1S vmose substantial
'irlWlStS may bt atf~ bY 1he Di8tri:t'S !ICtlcn In this mll!ter. The plWklt ~ns '
gu_~lnss lr. how to p~denotloe ~f.thf DI~S actiO", 8;"d lot ~tlce that you may use,
The .,closed approved conStruction 'Plans are pa,rt Of me PeTl"ntt, and construOtion must
be In,8OC,Oroance with these pl8rls, . .
I.
,
I,
I,
I,
le/lS/2ae5 iB:21
8137154812
EI'-GIl'fERlt-[j oo-lST
p~ 1:)3
Permit No.:' 4G !681.001
Augl.ltt 2, 2004
Page~ .... . .
. ,.... .: . I " .,' ", '",', .
, lfyou haY!' qu" ane ooncarnlng the perrott, 'please contact Morlti G, I?Ulter I P .Eo. et the ~Ylle SGrvlCe
Ol'fiae, .""'01' 4381. For aeelSt8nce With. e~entAI con~e; please contact Leonll'd F. Bartoe, P.W.S.;
e)lleneiol'l4a62. .' ~
Sln~,'. .
'.~'~~~""
./n~. :.......~...
Henry Robert tL I. P.&.;:D1ree1or .
B~~I.. Reg! I\tIqry Department
..'
HAL:MG"':jkW . , . . , . "
r:npIoeU~8: '. \PprtNed Permit wfCcnUitiono _ehed
~~ ConmJetJon Drawings .
. . ~ent of CMlpIetlml :'. " ,
~.of AI,lthott.zatton to Oommenee OonS1ructiOf'
lioticlno PICI<Il (42.0D-038) , ,
. ~onl2f-1Cl6,201 and 28--1.06.0011 F.A.,C. .
~nc:. Pie Of f ecora 4e022591.oo1 ." . : , .. ' . '
. " Flotlert '. GreM, P.!,;.Englneemg CorI8trwotiOn consultantS, lno. .
. L.e0tl8l1 A. ZLlDo.. E"glnMrlng Construction Consulttnts, Inc.
. '." I., .
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10/18/2ee6 le:21
8137154812
ENGlNEERIt-Ka CONST
PAGE M
'.
SOlTTHw5ST rLORIDA WATEFI MANAGEMENT DISTRiCT '
, ,ENvtAONMENTAL RESO*f'c " . ,,'"
l;N:AAL FOR MINOR SURFACE ,WATER ~GEMENT SYSTEMS
" PERMIT NO. 4G022597. ,,' , ' '
Ls,cplndion~ ~AugUst2~ ~ \lssue.l;)!lte: AuguSt2! 2004, :
th'~ p.m.1t ie'll uocl under tr.. pro'Yt8lo"' Of Chapter 37a, IiloriQa Statutes' (F.S.) arid ~ RUles eontalned '
In Chapters 40C 4 E!t1d 4OD--40. FlorldB Administrative COde (F.A.C.). ,The perml1 au~orl?a the Permittee
to proceed With ortstruatlon of a slJl'face Wf4f!Jf' management.system 1n ~rd.n~ with 1he information
outlined I'le.roll'l' !'lei ehowa by ttle eppUoation, approved drawings. plans, spec:;ific:atf9ntl, and other"
dOOUmen1S, atb :hedilereto and kgpt on 'fUe Bt tRe'80uthwest FlorIda Water MarwgelYIen1 DIstrict
(0fstriCt), ~l. ,otherwiSe 'stated by permit spaolfiO eondltlon, permit l&suano. CCMtlutes ,ceTtlficBtlon of
. compllSnoe 'WItt s~ water qu~lity standards under SeotIO~ 401 Of me Clean water Act. 3D U,S.C. i 341,
A11.qonet1'lJc:tJon ~ratlon and mall11enanoe 011'1" sul'Te.ce water mlriaQement syltem authortad by this
'permit shall oec If k'l oompliance wttfl Florida statutes end Mmlniltrative, Code'and the ~dition. Of this
permit. ,.' '
, ' 'PROJecT NAI IS; , .' Eaclt Pasco Professional parK
GRANTED TO: Thomas W. Van,ater
6'151 Sliver Cleks SOUlewrd
Zephyrhllls"fl 33541', ' " "
:
OP, at MAlNt.. INTITY: Thomai'w, Van~r
, "
COUNTY: Puco
~PfRGa : 03I28M1E
, ,
oWNED "
, 'TOTAL ACR&I
OR UN~" C. NTROL;" . 2.59
PROJ!CT,SIZ :: '2.S9 ACt.' !
LAND US!: "Commercial .
, .DATE APPLIC mON,FlLeD; . Maya, 200,4
I., ' ',..
. AM~NOED D~ rE:", , ' N/A .
'~.CIP1~ co ~aN8 " ' ;,
1. 'If tIti ( vr\efet,Ip-O'r tne ~ect a.rea'CQV$red by the 'subject'l)eI:mit ie dIVIded. With !lom~ ~ther
~an tt ! Permtttee becomlng1:he ownet Of part gf the project area, tf'll$, permit ,1\8I11$""",,C8,
, : purau. ,tto,~4\QD.,.6105, F.A.C. In such situations, each land owner shall obtain a.permit' '
, , '(Whlcf1 nay be a mPdIlc8tlO~ 1?f lhls permit) for %he Iar1d owrtled by that person. Tl'Iie condition 8l'laI1
. not.ep Iy to ltIe dIVision and .. of I~ O!' un~ In IMldentlal S~bcIl~18l0~ or eon~m !nlUms.
2. ' Lmleltl _ed *rWlSe here~ ~ 'gepl~ of all' ~~rmatlC'.!n and ,. required Iiy'this permit
shill t t ,submlt_HO: . , ' ." " " " ,
.---_. --,. -, .- _.
B137154812
ENG:ItERING co-lST
f'~ SlS
le/18/2e~o le:21
'Permit NO.:'~ ~,OO1 .
AuguIt,2. 2OC4
, Paoe2 '
,
, Brooka\.' Rlgula1Iori ~ent . '. .
, . SOl.IhW' ~ Flarlda WatarMenaget,n8l'lt OistliGt .
2379 II I&d enet .
, Bro_ lte. JfL. ~: " ", .
'; ,'," \ . ',,'
, The pel nit nt.mbef, _ of ~ or'lnformatlon eM' everi(for recumno report or Information
suQml1t D' ah1aIJ. ,b8lrJantlf~ Qn liIIln~otm'!Jio.n and ~ ILlbmllted... ':' ": " .," .
~p~ niuse~~U.'h~lg~~~r,'~'~erprof~on,,~g_~ln .
rlotide. to conduCt on..tte t?baeMlttooB or conatNCtlcXt ~ ~,wiIb the. BB-buit certtfk*lon. .
, reqUll'8l I~ of thil prqect. ",. PermlttM enan tnforltl the o~ i'1 wlti'lq of 1he ~8, Iddms
, . 'C\nCl ptlt n. number of-the prdfeee\oMl engInttr 9C employed, 'Th~ InfOrmstJtm 81't8l1 be submitted .
prior to lClft8truCt1On. .' .' ' ,
: '
4: ' , ' within 6'" 1lft8~ completion Of ccnstructlol'l of ffle ~lt1ed activitY, tho. p~mlttee $h8l1' submit
to tM' E 'OO1rSlAIe ServiCe ()ffice Q w.r~n ltatsment ~ comPletion and certtflcation by a regls~
, prof" onel en;tneer or o1her sppropril!de indV1CIUa\ es I!tItt1~ bY 8, utiIl2Ing thel8q1Jred
'$1atIm In! or.completlOtl'ancs Rl!IqUMtfor T(atlsfer II> 0peta1I0n I!!ntttvfotm identifle<t'ln ChaPter
4qD-1. 59. FAC.. end slgned..dated end.8ealCKl..-bU1lt dtaWlngs. .Th'e p-built ~ngl s~aI1
.,ld~ anv~trom~".~~lClndr:awlr:lg~. :: .' " . , '. . '
. S. . 1'he'Q; ti1ot..~ tM ~ IJpOO Prior .notloe.w.th. p~~ittee, 'to ~c1uct on_ r.-eerd1 to'
_ tt'Ie po\liJtsnt removal efflolGC'lCY.Of the surface WIler m~~eme"t sy.ste!T1. The Permittee
",may b. ~'to ooopelBlt In th" regard by dOYmg on.sltt 8cctaI by CI8tliCt reprUentatlV8e,
. by .110 rlr,1g the fn_ldo/,\ anCi ~ of ~ land mon~ir.'S 9qu~ent.'f)I'1d, by al~ing
" Qlher. ~ meuures a$ ~ on site, ,
, " ."
Ili " The 01 trl.tlon and maintenanCe 8ntIty' ehall suQtnl'l'lnspecllon reportS In ttIe tonn requited by ~
'.. Dltrtrlc In, accorcf.ance wlth~ ~9 8,cfieclule. .',' '.. ' . . . ,:
" . For ~ ~m8'Uti~ 'retilntioit ~r~' ~nl the ~sptlOlton~ ahan be per1Orm6d two (2) years
QrJer c ~cin Is ~ ana MfytINC (2) ytlUS tMreefter, . , . . . . . ,
7. ..' '~n Xrdication..~Uucu~n,p;,m~'No"'~_~~'lam~~lthe'~~lI8Ued',' ',.
Oontt .lOtIOn Permlt.No, 460HG97.0~ 1Il\C1 all conditions are rspe:ed by the oondltlons hareln.
. ...' . . ' , ' . .' .: " " " , . ",'
. "S. . FOr th areas .~, On tho.ConstruotiCn, dmmgs"~ futUre,' ap'erm~ modiflea1loo,.shall be
. _in Id for aI'IV COr18trt1Gltcn h:11h18ltheM lr"'~ At. i'equlr8ment Of the pennn modlfla8llon for
, '. .tnl/illttl se .~; ~ P$J1TIItteQ, Chall submit a ~enrOf q,m~ and ..built drawings.
" . .., " .,,' ",. ' '
9. , ,It lime itfJne ~ruok ~ GrIcouhlentd dUrlng Construction of the sLt1ace water management
. ' ~ I, ~ DI8trlct mU$t be f10tirJed ~ t;t)ne1ructton in the a1Iected Br~ .NiII oeese. .
, 10. ' The F l~~ ~all r~otlf~,.tti. DISit1~ of ~'S~ledeVeiop~ellfln the 8U~ wate~" ,
.11 1IITJem. tY8tIm vJ;th.., ~ hours Of d~tY ~ muSt SObJJllt a d,Qtalled, Slnkl'lOlQ eI$\lr.ltIOI1
and I'l ~r plan 10r IJ)i)rcM1I by the DI&tIlCt Wlih" ~ dayPJ of dl8coverY.' .
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:~e/lS/2e06 le:21
eU111!l481?
ENGINEERING CONBi
PAGE 135
.
Permit No,; 4GOi 597.001
, 'AlJ9l.lS! 2, 2004 '
page a '
, j ,,,.., O~ ~..,..;, ""'" n<"'<l' 10 1M Pomiitte.. may conJ~ an-oit8 Insped!ons 1O_u.e
elfegt\ve est of the eroalon control bamer'8 and other m:1:Ure8 em ployed to' prevent vlotll.t\Orls cl
, state we tr,Que.11ty _dardS ,"d avold,downstream impaotO. Such bsrrlers or other' meQlU!1lS "
should c ,mrcl disCharges, eroslori. and flecllrnent tl'arlIIPOrt dLll'ing constrUcuon and. thereafter.
The Dit' lot Will aIIo ce..nnlne MY potential eovlrcmm~tal problems thai mav de'l8lop as a retult
of'ltavlr lor removlrlg the bamers,end othtr lTlee1uret dun"" oonstruCllon or after constrUction of
the proll Gt h.s been comPleted: Ttie permltls& must prtwiCl8 eny rame<Slal mHeures ttuat are '
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Ccilmmercial- Medical Offices
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D~tery Road
: MESSAGE: H~py November. We are-in need 4 addresses for the below project. If you
; have any queatio~s, please contact.us. 'Dl8nk you.
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Page 1 ofl
.Karen Miller
From: Todd Vandeberg
Sent: Wednesday, October 25.20069:17 AM
To: . Karen Miller
Subject: RE: Daughtery Road Professional Center
L2-( '7(~ - tJk-:5 v-b n- I~Q.d;
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We have received the site work permit for the 4 medical offic off of Daughtery Road. Could you please. respond
back via email advising that we can proceed with site wor at your department has everything it needs prior to
this (i.e., approved construction plans, letters): Thank u.
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Infras~cture work / sitework can proceed if Bill is Ok.J,:,st.:no~~~cturak""otk;unti ,t~e>Finaltplat is completed.
Todd Vande Berg
Director of Development
City Of Zephyrhills
813-780-0006
813-780-0005 (FAX)
tvartdeberg@cLzephyrhills.f1.us
From: Karen Miller
Sent: Wednesday, October 25,20068:32 AM
To: Billy Poe; Todd Vandeberg
Subject: Daughtery Road Professional Center
Karen
10/25/2006
Page 1 of 1
Karen Miller
From: Todd Vandeberg
Sent: Wednesday, October 25,20069:17 AM
To: . Karen Miller
Subject: RE: Daughtery Road Professional Center
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Infrastructure work / site work can proceed if Bill is Ok. Just. no.structuralworkuntil:theFinalplat is completed.
Todd Vande Berg
Director of Development
City Of Zephyrhills
813-780-0006
813-780-0005 (FAX)
tvandeberg@ci.zephyrhills.f1.us
From: Karen Miller
Sent: Wednesday, October 25,20068:32 AM
To: Billy Poe; Todd Vandeberg
Subject: Daughtery Road Professional Center
.O~~.,.,~,..,(t::>1??190
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We have received the site work permit for the 4 medical offices off of Daughtery Road. Could you please respond
back via email advising that we can proceed with site work that your department has everything it needs prior to
this (Le., approved construction plans, letters). Thank you.
Karen
10/25/2006
December 6, 2006
Bill Burgess
Building Official
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
Via fax 813 7800021
'AI
Regarding: Daughtery Road Medical Offices (all 4)
Bill,
In response to your 10/24/06 comment about complying with FBC 106.3.5 #8, please find the
following addendum:
1. We believe that the building plans submitted meet FBC 106.
2. Please find the geotech's soils report which may have been inadvertently been omitted from
the application). My suspicion is that this is the missing piece that your building comment is
referencing.
3. Soils shall be treated for termites and compacted per Florida law.
4. Design loads for the roof are expected on the truss designer's drawings. The balance of the
structure complies with the 110 mph FBC wind zone requirements.
5. We believe that the building envelope, foundation, wall and floor systems and stair design is
documented on the plans. Truss layout is in process and is expected to be forwarded via the
builder shortly.
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illi gham Architecture, PA
/ Copy: Drs Khan, Safdar + Nensey, Frank Vari
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WilliNGHAM
ARCHITECTURE,
P A
Design, Consulting and Project Management for HealthCare Professionals
1698 Manor Way South, St. Petersburg, FI 33712 727.867.2011 AR13975
Page 1 of 1 Ipermit comments addressed.doc
GROUND DOWN ENGINEERING, INC,
9232 RHEA DRIVE
ODESSA, FLORIDA 33556
Phone: 813-920-8089
Fax: 813-926-3480
GEOTECHNICAL EXPLORATION
ZEPHYRHILLS PROFESSIONAL CENTER.
PASCO COUNTY, FLORIDA
Prepared For:
Willingham Architecture, PA
St. Petersburg, Florida
August 2005
August 24, 2005
Troy Willingham
Willingham Architecture, PA
1698 Manor Way South
St. Petersburg, Florida 33712
(JrtJUnd Down Engineering, Inc.
RE: Report of Geotechnical Exploration
Zephyrhills Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Dear Mr. Willingham:
Ground Down Engineering, Inc. (GDE) has completed a geotechnical exploration for the referenced
project that you authorized. The purposes of this study were to explore general subsurface conditions
within the proposed structures and roadways and to use the data obtained to develop
recommendations related to earthwork procedures, foundation and roadway design. This report
describes our exploration procedure, presents the data obtained, and presents our conclusions and
recommendations regarding the geotechnical engineering aspects of site design.
In summary, based on the results of this subsurface exploration, it appears that the soils at the site are
suitable for development of the proposed commercial site following the site preparation
recommendations presented in this report.
GDE appreciates the opportunity to participate in this project and we trust that the information included
in this report is sufficient for your design. If you have any questions or comments concerning the
contents of this report, please contact us.
Sincerely,
Ground Down Engineering, Inc.
GDE FL Certificate of Authorization No, 9599
~
John C. Peak, P.E,
Vice President
FL Reg. No. 57018
9232 RIIN Driv.. Odessa, Florida 33558. phone 813-920-8089. fu 813-826-3480
TABLE OF CONTENTS
PROJECT INFORMATION .............. ............................... ........................., ................ ........................ 1
EXISTING SiTE........................................................................................................................... ...... 1
PROJECT ApPROACH....................................................................................................................... 1
SCOPE OF WORK............................................................................................................................. 1
SOIL SURVEY REVIEW.. ........ ........... .......... ............ .......... ......... ......... ........ ..... ..... ...... .......... ............ 2
USGS TOPOGRAPHIC MAP REViEW................................................................................................. 2
SUBSURFACE EXPLORATION.... ........... ..................... .......... ....,.................... ........ ........................2
FIELD EXPLORATION ........................................................................................................................ 2
Standard Penetration Test Borings........... ............................................................................. 2
Soil Sample Handling and Classification.............................................................................. 3
RESULTS......................................................................................................................................... 3
Subsurface Conditions............................................................................................................ 3
Soil Borings.............................................................................................................................. 3
Groundwater... ... .................................... .... ...... ......................................................... ................3
LABORATORY TESTING.................................................................................................................... 3
SUBSURF AC E ANALySiS..................,........................................................................... .................4
FOUNDATION ANALySiS................................................................................................................... 4
FOUNDATION RECOMMENDATIONS................................................................................................... 4
RECOM MENDA TIONS AND CONC LUSIONS ,.............................................................,.................. 4
Site Stripping........................................................................................................................... 4
Proof rolling .............................................................................................................................. 4
Structural Fill......................................... ................................................................................... 4
Definition................................................................................................................................ 4
Soil Suitability......................................................................................................................... 5
Placement.............................................................................................................................. 5
PAVEMENT RECOMMENDATIONS...................................................................................................... 5
Section Description......................... ....................................................................................... 5
TESTING AND MON ITORING ..............................,..................................... ...................................... 6
LIMITATIONS.......................... ............... ....... ......... ...,................................. ...................................... 6
ATTACHMENTS
Site Location Plan (Figure 1)
Boring Location Plan (Figure 2)
Soil Profiles (Figure 3 and Table 1)
..
Zephyrhills Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Page 1
PROJECT INFORMATION
Existing Site
Based on the project information provided for our review, we understand that the project is proposed to
consist of a commercial office building with an associated pond and roadways located at the apex of
Dale Mabry Highway and US 41 (Land 0' Lakes Boulevard) in Pasco County, Florida. Project
information was provided by Willingham Architecture, PA
We have assumed minor earthwork will be associated with the site development and anticipated cut
and fill quantities less than 2 to 3 feet.
Project Approach
The objective of the geotechnical investigation for the proposed project was to obtain information
concerning the general subsurface conditions over the site in order to make preliminary geotechnical
engineering estimates and recommendations in each of the following areas:
. Soil stratigraphy at the boring locations and the development of the approximate soil
profile.
. General location and description of potentially deleterious materials which may interfere
with construction progress or new structure performance, including buried or surficial
existing fills, organics, construction debris, etc.
· Identification of some critical design or construction details, including present
groundwater levels, estimated wet season levels, and seasonal fluctuations across the
site.
· Suitability and availability of materials found on-site, that might be excavated or moved
during site grading, for use as structural fill in the building and pavement areas and as
general backfill.
· Engineering criteria and recommendations for the placement and compaction of
approved fill materials (if necessary) in and around all proposed pavement areas.
· Design and construction recommendations considering the water table conditions.
Scope of Work
In order to address the above objectives, our scope of work for this project included the following:
· Reviewed available published information on the site, including the United States
Department of Agriculture (USDA) Soil Conservation Service (SCS) soil survey data for
Pasco County.
· Conducted a subsurface exploration program consisting of soil borings, subsurface
sampling, and field-testing. Our exploration program for this project consisted of
conducting 8 SPT borings to a depth of 25 feet for the structures and 5 auger borings to
8 feet for the roadway/parking locations (Figure 2 - Boring Locations). Our testing
included the collection of representative soil samples and recording the SPT blow
counts during the drilling of the borings.
· Measured the stabilized groundwater levels at the boring locations.
atii:
.
Zephyrhills Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Page 2
.
Reviewed and visually classified the recovered soils in the laboratory using the Unified
Soils Classification System. Developed the general soil stratigraphy over the site.
Performed geotechnical engineering studies and analyses in order to develop
geotechnical engineering recommendations for each of the objectives previously
discussed for the proposed project.
Prepared a geotechnical report that summarizes the course of our study, the field and
laboratory data generated, the subsurface conditions encountered, and our
geotechnical engineering recommendations for the proposed project.
Soil Survey Review
.
.
According to the U.S.D.A. "Soil Survey of Pasco County", the soil types present on the subject site are:
. Arredondo fine Sand (#43) - Consists of slightly silty to silty/clayey sands to a depth of 80
inches. Historical seasonal high groundwater level of greater than 6 feet below natural grade.
Hydrologic Group = A.
USGS Topographic Map Review
The USGS topographic survey was reviewed for the site. The site is found on the Quadrangle map
entitled Dade City, Florida. From this review, the site is estimated to occur at an approximate elevation
of +95 feet National Geodetic Vertical Datum (NGVD) of 1929.
SUBSURFACE EXPLORATION
Field Exploration
The procedures used by Ground Down Engineering, Inc. for field sampling and testing are in general
accordance with industry standards of care and established geotechnical engineering practice. A
member of our staff performed a brief site reconnaissance, noting pertinent site and topographic
features as well as surface indicators of the site's geology. Our staff located the borings by estimating
distances from existing features on site, based on an aerial photograph downloaded from the Pasco
County Property Appraiser's website and a site plan provided by Willingham Architecture, PA.
Because of the methods used, the boring locations shown on the attached Boring Location Plan
(Figure 2) should be considered approximate.
Standard Penetration Test Borings
The SPT borings were advanced by means of a truck-mounted drill rig employing wet rotary drilling
techniques. The SPT borings were performed continuously in the upper ten feet and at five-foot
intervals thereafter. The soil samples were obtained at the depths where the SPT borings were
performed. The soil samples were then classified in the field, placed in sealed containers, and
returned to our laboratory for further evaluation by our project engineer.
The SPT borings were performed in general compliance with standard field penetration test
procedures. After drilling to the sampling depth and flushing the borehole, the standard two-inch 0.0.
split-barrel sampler was seated by driving it six inches into the undisturbed soil. Then the sampler was
driven an additional 12 inches by a 140-pound hammer falling 30 inches. The number of blows
required to produce the 12 inches of penetration is recorded as the standard penetration test value (N).
These values are plotted on the left side of the Soil Profiles that appear in the Appendix of this report.
Sampling performed in the upper ten feet utilized a 24 inch long split spoon. The sampler was driven
24 inches and the blows required to drive the sampler the middle six-inch increments were recorded as
..
Zephyrhills Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Page 3
the N-value. Through this technique, the upper ten feet ofthe soil was sampled continuously. Detailed
descriptions of the soils encountered during the SPT borings are presented in the Soil Profiles (Fig. 3).
Soil Sample Handling and Classification
The soil samples obtained during the SPT borings were placed in sealed containers to retain moisture
and returned to our laboratory. The samples were then reviewed by our project staff to confirm
classifications, visually estimate the relative percentages of the soil's constituents (sand, clay, etc.),
and identify pertinent structural features. The stratification lines shown on the boring records represent
our interpretation of approximate boundaries between soil types. The transition between strata may be
gradual. Our classifications are based on a visual estimation of the soil properties and our engineering
experience with the soils found in this geologic area.
Results
Subsurface Conditions
Soil Borings
The borings generally encountered clean, silty, slightly clayey to clayey sands to an approximate depth
of 25 feet below existing grade. Please note that the SPT -N values are presented adjacent to the soil
profiles on Figure 3. The correlation of the SPT-N values with relative density, unconfined
compressive strength and consistency are provided in the following table:
Coarse-Grained Soils Fine Grained Soils
Penetration Resistance N Penetration Unconfined
Relative Density of Sand Resistance N Compressive Strength Consistency of
(blowslft) (blowslft) of Clav Ctonslft2)' Clav
0-4 Very Loose <2 <0.25 Very Soft
4-10 Loose 2-4 0.25-0.50 Soft
1 0-30 Medium-Dense 4-8 0.50-1.00 Medium
30-50 Dense 8-15 1.00-2.00 Stiff
>50 Very Dense 15-30 2.00-4.00 Very Stiff
>30 >4.00 Hard
Groundwater
Groundwater was encountered at approximate depths of 9 to 10 feet below ground surface in the soil
test borings that were performed in August of 2005. Based on our past site experience, the results of
our investigation and review of the SCS soil survey, it is our opinion that the seasonal high
groundwater table will be encountered approximately 7 feet below existing ground surface across the
site. Surveyed elevations were not available at the time of this report.
Significant fluctuations in the groundwater levels should be expected due to seasonal variations in
rainfall, runoff, and other site-specific factors.
Laboratory Testing
Our field representative sealed and returned the soil samples to the GDE commercial where a
geotechnical engineer further examined them. We visually classified the soils according to the Unified
Soil Classification System (ASTM D 2487). The resulting soil descriptions are shown on the attached
drafted Soil Profiles (Figure 3).
..
Zephyrhills Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Page 4
SUBSURFACE ANALYSIS
Foundation Analysis
Based on all the borings performed at the site, the primary soil related factor affecting the performance
of shallow foundations for the proposed structures is the potential total and differential settlement due
to the relatively loose sands encountered at and near ground surface. Due to the sandy nature of the
near-surface soils, these settlements should occur with the application of load (either fill or structural).
Foundation Recommendations
Provided estimated settlements are within the structural tolerance, conventional shallow foundation
systems consisting of perimeter wall footings and isolated pad footings should provide adequate
support for the proposed structure, assuming the complete removal of all surface organic materials,
proper subgrade preparation, and proper fill placement, as described later.
Based on the SPT "N" values obtained from the soil borings, a net allowable soil bearing pressure of
2,000 psf (in excess of overburden) is estimated for the existing shallow soils found over the site and
for structural fill as described in this report. This bearing pressure estimate is based on the complete
removal of all surface organic materials, the removal of organic materials beneath footings, and the
filling and recompacting described later in this report. Settlements for the proposed structures and the
anticipated fill, based on a bearing capacity of 2,000 psf, are estimated to be about 1-inch total. As
discussed previously, due to the sandy nature of the materials, these settlements should occur as the
loads are applied.
A minimum footing width of 24 inches and a minimum depth of embedment of 18 inches should be
used for footing design for all structures.
RECOMMENDATIONS AND CONCLUSIONS
Site Stripping
Prior to any construction, the site must be properly prepared. To prepare the site for construction, all
existing topsoil, muck, debris, vegetation, and large roots down to finger-size should be removed
including a 5-foot margin. The resulting excavations should be backfilled with soils as discussed in the
structural fill section of this report.
Proof rolling
Following site stripping and any related excavation activity, and prior to any fill placement, proofrolling
should be performed. We recommend using a vibratory roller having a static weight of at least ten
tons. Compaction of the fill materials should continue until the roller has made at least ten passes over
all areas of the site and the soils appear to be relatively firm and unyielding. Half of the roller passes
should be perpendicular to the direction of travel of the other passes. Proofrolling should be closely
monitored by our engineering technician to observe for unusual deflection of the soils beneath the
compacting equipment. If unusual or excessive deflection is observed, then the areas should be
undercut to firm soils and backfilled with structural fill placed in maximum one-foot thick lifts. Backfill
soils should be of the same composition and be compacted to the same criteria as structural fill soils.
Structural Fill
Definition
Soil used for structural fill can be defined as clean fine sand containing less than twelve percent
material by weight that is finer than a number 200 sieve (fines) (material conforming to SP to SP-SM in
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..
Zephyrhills Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Page 5
the Unified Soils Classification System) and less than 5 percent organics by weight. However, material
containing up to 35 percent fines (materials conforming to SC or SM in the Unified Soil Classification
System) may be utilized as structural fill, if their plasticity index is less than 30, and the working
subgrade is at least 2 feet above water or groundwater level.
If fill material with higher fines content is used (< 35 percent fines), the materials will require the use of
compaction equipment designed for clayey soils. This includes a sheeps foot or vibratory pad foot
roller. In addition, a disk could be required to assist with drying the clayey soils in order to place them
at or near their optimum moisture content. These materials must be placed at a 6-inch thick maximum
lift so that they can be effectively compacted with a vibratory pad foot roller.
Soil Suitabilitv
Based on our test boring results (Figure 3), in general, the soil materials encountered in the borings to
approximate depths of 4 to 8 feet should be satisfactory as a source of structural fill (if necessary).
Stratum 1 soils can be utilized as fill, excluding any organic (root) or debris (trash) material.
Note: Pasco County requires that ponds bottoms be excavated no closer than within 1 O-feet of
the limestone layer.
Placement
Fill should be placed in lifts not to exceed one foot thick. The fill material should be compacted to at
least 95 percent of its modified Proctor maximum dry density (ASTM 0-1557). Confined areas, such
as utility trenches, should be compacted with manually operated vibratory compaction equipment.
Pavement Recommendations
We have not been provided with traffic distribution or frequency, nor have we performed Limerock
Bearing Ratio (LBR) testing on the subgrade soils. We have assumed that a 20-year pavement life is
desired, and that the coefficient of terminal serviceability is 2.5. Further assumptions are that the in-
place soils, when compacted to at least 95 percent of their modified Proctor maximum dry density will
exhibit a minimum LBR value of 15, and that the total number of equivalent 18-kip axle loads will be
less than 100,000. Based on these assumptions, we recommend the following asphaltic concrete
pavement section:
Section Descri tion
Thickness in
Surface Course
Type S-1 or S-3 Asphaltic Concrete with minimum Marshall stability of 1500 Ibs. 1.5
Com acted to at least 95 ercent of the maximum laborato Marshall densi .
Base Course
Limerock having a minimum LBR of 100 and compacted to at least 98 percent of its modified
Proctor maximum dry density (ASTM D-1557). If the bottom of the base will be within 18 6
inches of the seasonal high groundwater level, then a moisture tolerant base will be
re uired such as shell crushed concrete or soil cement.
Subbase
Stabilized' to a minimum LBR of 40 and compacted to at least 95 percent of the modified 6
Proctor maximum d densi ASTM D-1557 ,
"Requires blending either shell or Iimerock with in-place surficial sand. Typical composite samples of subbase are comprised of 50% in-place
!land and 50% imported material (limerock or shell).
The previously recommended pavement section was developed using design guidelines publiShed by
the Florida Department of Transportation, Division of Road Operations. We recommend that methods
and materials used for pavement construction conform to applicable sections of the Florida
Department of Transportation Standard Specifications for Road and Bridge Construction, 1999 Edition.
We further recommend that LBR tests be performed on the on-site soils prior to bidding the project to
confirm that an LBR of 15 is available and to determine the appropriate volume of shell or Iimerock that
..
Zephyrhills Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Page 6
must be added to the subgrade soils to produce an LBR of 40. Depending on this test result, the
previous recommendations may have to be modified.
TESTING AND MONITORING
Construction monitoring and testing are essential to proper site construction and performance.
Compliance with the recommended construction specification for compaction and soil types must be
verified by our engineering technician familiar with the project construction. Observation of site
preparation work is an integral part of the engineering recommendations contained in this report.
Density tests should be performed for each lift of structural fill placed and per Pasco County
Specifications.
LIMITATIONS
This report has been prepared for the exclusive use of Willingham Architecture, PA for the specific
application to the project previously discussed. Our conclusions and recommendations have been
rendered using generally accepted standards of geotechnical engineering geology practice in the state
of Florida. No other warranty is expressed or implied.
Our conclusions and recommendations are based on the design information furnished to us, the data
obtained from the previously described subsurface exploration, and our experience. They do not
reflect variations in the subsurface conditions that are likely to exist in the region of our borings and in
unexplored areas of the site. These variations are due to the inherent variability of the subsurface
conditions in this geologic region. Should variations become apparent during construction, it will be
necessary to re-evaluate our conclusions and recommendations based upon our on-site observations
of the conditions.
The site is underlain by limestone bedrock that is susceptible to dissolution and the subsequent
development of karst features such as voids and sinkholes in the natural soil overburden. Construction
in a sinkhole prone area is therefore accompanied by some risk that internal soil erosion and ground
subsidence could affect new structures in the future. It is not possible to investigate or design to
completely eliminate the possibility of future sinkhole related problems. In any event, the Owner must
understand and accept this risk.
The scope of our services does not include any environmental assessments or investigations for the
possible presence of hazardous or toxic materials in the soil, groundwater or surface water within or in
the general vicinity of the site studied. Any statements made in this report or shown on the test boring
logs regarding unusual subsurface conditions and/or composition, odor, staining, origin or other
characteristics of the surface and/or subsurface materials are strictly for the information of our client
and mayor may not be indicative of an environmental problem.
If changes are made in the overall design or the location of the proposed facilities, or if the finish
grades differ from those discussed herein, the recommendations presented in this report must not be
considered valid unless the changes are reviewed by our firm and recommendations modified or
verified in writing. We should be given the opportunity to review the foundation plan, grading plan and
the applicable portions of the project specifications when the design is finalized. This review will allow
us to check whether these documents are consistent with the intent of our recommendations.
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City of Zephyrhills - Building Dept
Phone: (813)-780-0020
FAX: (813)-780-0021
-----------------------------------------------------------------,
: TO: Donna-Vari FROM: Karen :
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: FAX #: 991-5128 FAX #: 813-780-0021 :
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: DATE: 10-25-06 # OF PAGES: 2 :
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: MESSAGE: Attached is the preliminary review comments. If they can send an :
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: amendment page for the plans (3 copies) sealed our building official will review and attach :
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: it to the existing plans. :
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: Also the permit for Site Work is ready for pickup. The cost is $250.00. We will need a :
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: Notice of Commencement. :
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: Any problems or questions please contact me. Thank you. :
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PERFORMANCE BUSINESS PRODUCTS. INC. 813-71G-8008 FAX 813-711l-7010
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ZEPHYRHILLS, FLORIDA
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