HomeMy WebLinkAbout07-6335
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6335
Permit Number: 6335
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: 1/02/2007
Work Desc: MEDICAL BLDG #3
Address: 37914 DAUGHTERY RD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-00100-0030
Name:
Address:
DAUGHTERY ROAD PROFESSIONAL CN I
6719 GALL BLVD STE106
ZEPHYRHILLS, FL. 33542
813 973-2657
Phone:
1,118.76 ELECTRICAL FEE
155.70 MECHANICAL FEE
30.00 SEWER CONNECTION COMMERC
1,731.40 WATER METER RES 3/4"
120.00 FIRE INSPECTION FEES
489.00 FIRE IMPACT FEE '"1-4-05'. Z5 525.00
50.70 TRAFFIC IMPACT FEES 99% COM 17,821.91
TRAFFIC IMPACT FEES 99% COM 13,215.75
\' <( L Q. ~\o1
~~\\\
2ND ROUGH PL MB MISC INSULATION CEILING
DUCTS INSULATED SEWER MISC.
LINTEL MISC MISC.
PRE-METER INSULATION WALL MISC.
WATER MISC DRIVEWAY
SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
2RE1f4SREJ..'I;iI;ctN~fiEES:Reinspectionfeeswill comply with Florida Statute 553.80 (2)( c) when extra inspection
tnpsarenecessary due to any/one of the following reasons: a) wrong address b) condemned work resulting
fromcfaUltyconsb'uction c) 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 permits will be issued to the person owning same
"Warning to owner: Your failure to recorda notice of commencement may result in your paying twice for
improve ntstoyour property. If you. intend to obtain financing, consult with your lender or an attorney
before rding your notice of commencement. n
NO OCCUPANCY BEFORE C.O.
~ ~ ~. ~~
--a-ONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NonCE REQUIRED ...
PROTECT CARD FROM WEATHER
CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPAR'fMENT
DO NOT REMOVE
[
ADDRESS ~
S7Q I q
DATE "'). 1l , PERMIT ",
rLj) .) - ...,- ~ ~ S3>
THIS JOB HAS NOT BEEN COMPLETED. T~e follow 9 additio or corrections shall be rnade before the job
will be accepted.
'-)2'~ /( ~-e-~ l.. -L tl:::fou~ d N~<...d h
__ (-C_Pr\ r-< cI ..
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any part of the work with flooring, lath, earth
or other material, until the proper inspector has had ample time to approve
the instaHation.
OFFICE HOURS 7:30AM -4:30 PM MON.-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-0~RrNSPECTION
INSPECTOR ~
/)~I_':I!~ 4f~
--m I _~~~~"S1~
........_ ~. ,l!.h~MO.>t"5h.--h~ . /I.J;;I _ (~ q~'''' -2.~S7
........_ IL 75 6...11 m;;d_ UrJl1'i~ ....._-1 . I
Fee Simple T1tIehoIder Nlllll81 ~ {V" I Own<< Phon8 Number I I
,... h w ~?5 Z
Ol';:)-'~U
vllY UI Ll:'pIlYIIIII~ rtlllllll /"IfJ.,II....UUII
BuIlding Deper1nI8IlI
SUBDIVISION i>N -
. J-{)r TV
WORK PROPOSED NEW CONSTR ADOIAL T
INSTALl REPAIR
PROPOSED USE 0 SFR 0 COMM
1'YP!: OF CONSTRUCTION ~ BLOCK 0 FRAME
DESCRlP110NOFWORK It'-' ~~ LO)J';}-(OL hu..J
BUILDING SIZE [100 r 'f So I I sa FOOTAGE 13 oDl>
o
o OTHER I
D ~ ~ onER~
I~~' r~~1 -'rJ
I HBGHT . S
Fee SIIlIpIe 'I1lIehOIder ~
JOB ADORESS~1\ I~
~
I .
VALUA110N OF roTAL CONSTRUC11ON
IWP SERVICE d" PROGRESS ENERGY
o
W.RE-C.
o BUIlDING t2kl1 '5 DD I,
o ELECTRICAL 1$ t..f-D I 000 I
o PLUMBING 1$ cr5 <) () I
D'."""""" ~ t, 7 (}O I ."",no' DO' """"''''''- ....""''''''
cz( GAS ROOFING 0 SPECIALTY 0 OTHER
FINISHED FLOOR ELEVA110NS U) , I FLOOO ZONE AREA DYES IZJNO
BUIlDER ~ rl I COMPANY I J..~N '11 CFEELi~lJ c-h'N oor-"" ~ elf tL ~
......_ I Mn- V..... . . - iETI -. ~ :::::
AdcII.s i.:t~ 110 5a.. 54.tb-JD(" Lu-tZ. 'Ft. LicenS8# I c..G=C 0541 'Yz..l 0';''-' \-I~
~ z;; Q)-! ,V }'\".
=="lc~~ I =~~~~ /~P4~':-~W
~= ll!~ ~~(:- I~",s:;~h~~$li$
SlGNAnJRE , ~ ~.. REGISTERED 1_ N I FEECURIlEHT ~
SlGNAMECHANJCALA~:-REi I=-~~_~~- f. 1.- . IIrl: Lic8r8e# leFe 14d$vOd
.. ===~ _= ~ == I ~~~:::.. ~
I LicenS8# I
::1URE I I = I
--I
I Y I N I FEE CURIlEHT
LicenS8# I
U!!!-J
RESIJ)ENl1Al AIIaCh (2) PIol PIln; (2) sets d BtJiIdqj PIln; (1) set d Energy Forms
MinlmLlYl81 (10) worIcing days after Slbnilllll..... R~ onsil8. (;onsIrUCIion PlanS, SanlIary Faci1ilies & 1 dl.mpster
COMMERCIAL AIIaCh (3) sets of Building PIlns; (1) 8lIl d Energy Forms.
MlnimLlYl81 (10) working days aIIer Slbnllllll data ReqJired onatIe. (;onsIrUCIion Plans, ~ FacillIies & 1 dLIYlplllBr
All .....IUII8I'Ci8II1lQI.IinImllnl must meet oornpliance.
SIGN PERMIT AIIaCh (2) sets of ~ PlanS.
--PROPERTY SURVEY I'lICIlftcI far aU NEW c:anstnJCIion.
DlnIctI<InS:
FBI out appIicBIiDn camplelely.
Owner & ConI/1K:IOr 8ign beck of 8PPfic8Iion, I'llIl&ized
If __ $2IiOO, . NolIce of c....._____1s raquirIId. CAlC.......... -- $lIlIOOI
_ I4{zt!td. (lor the COf1Ir;IcICr) or Power of /'dtrInWJY (for the owner) wauld bl> scmeanewilh .-;zed -- fnlm own<< aJIhorizing same
OVER 1HE COUNTER PERMI1TING (Front of AppIicaIion Only)
Rerods s-s Service UpgrIldes AJC FlII10IIS (PklI/SUrY8Y/FooIaglI)
~ over CounIer if on public roacIw8y&.Meds ROW
CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTIOr
~.::~~
BUILDING .
DEPARTME ,~..
~..
~
DO NOT REMOVE
[
ADDRESS
DATE
PERMIT ",.
THIS JOB HAS NOT BEEN COMPLETED. ~e lIowing additions or corrections s all be made oe ore the job
will be accepted.
./
-~= EJ4:r~ iM~(li J~ 5~ ~ O<LJ
I-~
~~ f:.h; W~/ ~/b (S~
=-fUwJ:i *~~ +./)~ ~-:Y 1WI :;~~
~~~f~~ r ~ };;-;;-.h~>-r S ,16:// Lrvr/Uy
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any part of the work with flooring, lath, earth
or other material, unlilthe proper inspector has had ample time to approve
the installation.
OFFICE: HOURS 7:30AM -4:30 PM MON.-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-0020 FOR RE\SPECTION
INSPECTOR /~ ~
c. ft
G~NIKHL ~~KMll IlN~
Pt~S~;o COUNTY 'I FLmnDI~
CClNTFu~c'rOF~ t*::
NAMEn ENGINE~RING CONSTRUCTION
.ADDR: 6844'DAIRY ROAD
C/f:;,T:: Z.l:C:PHYF~HIL.LS "Fl... ;.~3:':=j42
FORn ZEPHYRHILLS PROFESSIONAL CEN1ER CHECK # 3609
DI~"1UGI-ITEF~Y ROlqD
1{~CCNT
TOT l~L ~'ii'i(Jl.JNT::
CClMPNYf':iCCOUNT CEI'.ITEF~
BI02 - 329500 - 2
~5() .. O()
f.1MCHJNT
:'50 .. 00
:L ::~::.!.;
HECEII.)ED BY
DI~d-E:: 08.......09./0c) TINE:: 09:: ~::.iH
P,tlGE:: :L OF :1.
U;SH.JE DFFICE:: N
RECEIPT NUMBR:: 0096C)584
OFFICE:: NEW PORT RICHEY
Dl:::snnPTH)N./PERMTD,f~T?) nR/CF~
RIT-D--i\.lf1Y USE Pfr'iT 60
jJ..' 'J ';;! ~
'f' ~""" _,"J
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 $ 11,483.85l
PARK IMPACT FEESI $
Not Applicable
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
Not Applicable
1
1
1
TIF'S:T$
99%1 $
1%1 $
17,799.00
17,621.01
177.99
TOTAL: $ 29,282.85 I
./
J
Permit Application Review Comments
, By: Bill Burgess
~LbG- ~
Date:
iD/:ly loto IQ] No Comments
3'1q,t..\ .~Sh~~ ((cO
(Y'~~O Q..C'G {C-6 F/m (1'V1 bl u~ - 10(:).'1/00
Address:
Type:
f)\
\J) ~('l S~vl ~~Ll LN\n1 Pyf'{)) 5~~ 5l~\JcT~~
~~0\~T<, pJ<iL 2c,t:.'f fL~j)B 0wx, (;:'OiL 7;~'3,s-48
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041 Fax (813) 780-0044
Fire Chief Robert Hartwig
,
FIRE SERVICE U_~~l:;Et6 ,I
Billing Address:
Oc;cupancy 0:
Plan No.:
Business Name:
Business Address:
Business Phone No.:
Business Fax No.:
Contact:
PLAN REVIEW FEES
~.:~~:~:nplans ~
;fj Revision .06 sf
Billing Phone No.:
Billing Faxto.:
Contact: tH~
PERMIT FEE
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
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"
,jtf)
STANDPIPE SYSTEM
D Per Riser $25
SPRINKLER SYSTEMS
D 0 - 25 Heads $30
D 26 plus Heads $60
SPRINKLER SYSTEMS
Hydro Undergrounds $45
Hydrostatic System $45
Wet Acceptance $30
Dry Acceptance $45
Hydrant Flow $25
Hood / Booth $30
Grease Duct $15
SPRINKLER SYSTEMS
D Automatic $15
FIRE PUMP
D Per Pump $100
FIRE ALARM SYSTEM
n 0 - 25 Devices $30
D 26 plus Devices $60
FIRE PUMP
D Fire Pump $15
FIRE ALARM SYSTEM
D Detection $15
FIRE ALARM SYSTEM
n System Acceptance $50
D Recall Acceptance $50
SUPPRESSION SYSTEMS
~ Wet $35
Dry $35
C02 $35
Other $35
OTHER
Fire Wall/Smoke Wall
LP Gas
Natural Gas
Fuel Tanks
Tent
OTHER
$15/"'2- [ LP Gas
$25 Natural Gas
$25 Fire Works
$25 Fuel Tanks
$15
$45
$45
$25
$45
GREASENENTILATION
D Hood/Ducts $35
GREASENENTILATION
D Hood/Ducts $15
D Kitchen Suppression $15
r77tli-- ~ FALSE ALARM
PLANS TOTAL ~ INSPECTION TOTA~ PERMIT TOTAL! I TOTAL I I
n/ ,..-- _ GRANO TOTAL L J~ ~ ,_ / /" . .A}-
/?.tI1 ~~0-1 P?ye-f);&;r d55~~ a"T{ ~J
Comments:
$/;1;~ ~
,/, '/ .4/~ r?1
/
Date:
Inspector:
~=
Vf+f2J ~,J~ ,
~ OOUbl1ffil-'f. 4:> jlytcfp9))~A-~ca:,srFfL
Comm ~ Res _
j)l,,~~ :3
Fee Sheet
Square Feet ?~
Dollar Amount
L :J fi:>
Q7l.
Valuation ZiS/OOO
(~Mfli.TJi
(Use System for calculation of fees)
<?J:'\ .::5P
Radon ~
Connection Fees
Sewer _(0,7 If) ;TS-
Water ~. li'7L-+~
W. Meter
(All Residentials - % ")
% (180.00)
1 (250.00)
1.5 (650.00) _
2 (875.00)
3 & 4 (Contact Louie) _
hr. Meter
hr. Conn
Impact Fees
School ~
Park ~--h
Transportation
:3 .;) JC 'fl, 5" 'W~."-"
J7) m, \)D
1}/Db'f~
Public Safety
",-. .
tlttli.- t75,~~ -., ~ 52'5::>0
rl.{t-i- Jk2,l~"" t< 3 -:;:; q~. ,,'>J
-:::= Ii V 11./ .;:. 'j j:.. J C> $'"" q;}, I d ,1:;
I . Dc,. .. '~,A-L
::= J,~,,+, ~ c.
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
Ol';)-/~U
~IlY UI LtlptIY"1ll1:i ....ttllllll MJJVI",,"UUII
BuIlding Depertment
{)~,-'! I ~ ~ .:j:t- '3
--m ~__"~M?J
......._ ".., liJ,~M. rSh~h(\ . - i3 q71 -ZYS"7
.......- Il.fh e (,,.11 ijQ. U,*,,,J,, /It .....--1 I
Fft SImple TllIehoIcIer IUme I ~ (V' , Owner Phone Number I I
. ,.. ~
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
DEMOliSH
PROPOSED USE
TYPE OF CONSTRUCTION
CJ
o
liLt-
BUILDING SIZE Uo 0 r 'I So f I sa FOOTAGE 13 oDD
t2k.11 '5 DD
1$ Lf-c> , 000
I$Q550
MECHANICAL ~J, 7 DO
GAS ROOFING
FINISHED FLOOR ELEVA1IOHS U I '
="'- r~V..-. 1==
~ l.;t~ II D Sa.. 54. Jh.JD<.. Lvi%- 'Pt.
~a
DESCRIPTION OF WORK
o
o
o
o
~
BUIlDING
ELECTRICAL
VALUAllON OF TOTAL CONSTRUCllON
AMP SERVICE ~ PROGRESS ENERGY
D
W.RE.C.
PLUMBING
VALUATION OF MECHANICAL INSTALlATION
CJ
I
SPECIALlY D
FLOOD ZONE AREA
OTHER
DYES
rzrr;;
ELECTRICIAN
SIGNATURE
;)'7(01;)- p~S~~r~.
..:Je..~I.E.i1 C::iCA~~~j f<j3~H
PLUII8ER
SIGNATURE ~
A~ /3B 744 CR. S'H
~I
~I
=TURE/
Addras I
COMPANY
I Yt;j (~d:iJ~ ~e1siC~s
Licensd I c.6:C 05 ~ 112..1
If' ~c...+Gfz-I~~C-
~~.. ~"'P""~~ 1A
YI N FEE~ IN
1.il3IR. ~..........~ 1~<6 -I ri...c.U~X>I~b3
(\~ W.'ho. m<.> -nc..
N FEE~ N
l-I-I.lI~ I~
I.il3IR .
COMPANY
REGISTERED
L.rl.lL.I FEE CURRENT
1.il3IR. I
U!!LJ
COMPANY
~1t:ta:U
I VIN I FEE~
Licens8 6\ I
U!!LJ
RESIDEN1IAl. AII8ch (2) Plot Pl8n8; (2) sets d Building Pl8n8; (1) set d Energy Forms
MinImu'n \en (10) ~ d8ys 8fter 8Ubmillal d8t8. Reqund onsiIe, ConsIruclion Plans, SeniIery Feci1iti8s & 1 cUnpster
COIIIIERaAL AIlach (3) sets d Building P*-; (1) ll8l d Energy Forms.
Mlnillum \en (10) ~ d8ys ell8r submlIIaI dale. Required onsiI8. ConsIruclion PIens. SeniIery Fecilities & 1 dLmpBIer
All COlllI'II8R:ilI ~ musl meet compIi8nce.
SIGN PERMIT AII8ch (2) sets d Engineered PIIns.
""""PROPERTY SURVEY reqund for ell NEW CllI'IIIlnldion.
D1nlCt1ons:
Fill out eppIiceIion camplelely.
Owner & Conlrector lIign b8ck d appIicIItion, nol8riz8d
If........ $2IlGO, . Nollce of c....-.tla noqu/nld. (Ale......... _ $IOCIOJ
- Agent (for Ihe lllII'IIracIor) or Power d AtIomey (for Ihe owner) would bll somllOl'l8wilh nol8riz8d IelIBr frnm ......... 8UIhorizing ......
OVER ntE COUNTER PERIIIT11NG (Front d AppliceIion Only)
Reroors s-s Service lJpgrlldes AIC FlIIlC8Il (PloIISurYeylFootage)
~ over CounI8r If an pWlUc roadweys..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County .
TRANSPORTATION IMPACTIUTlLITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release. the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction lien law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads. WeUand Areas and Environmentally Sensitive
lands, WaterlWastewater Treatment.
Southwest Florida Water Management District-Wells. Cypress Bayheads, WeUand Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties. the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any prOVisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance. or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
Commission No.
CONTRACTOR "'tir--.- c--'
~#~SWO~affKmed) before ~~ ~
-.by Q.?[.J1d ~
. ~ --<<---
r~ ~,;9~,-
Commission No.
Name of Notary typed, printed or stamped
Name of Notary typed, printed or stamped
/~\li\~~", Bobble Swetland
h~. :~ MY COMMISSION # 00268763 EXPIRES
-"'i"..... ~ . February 24 2008
'.9F,,1"" JONDEDTHRUTROYFAlNINSURANCE,INC
~j':JJI..~'I'
l~1J""j'" Bobble Swetland
~{ J1 MYCOMMISSION# 00268763 EXPIRES
7>;:., . ", February 24 2008
. 80NDED THRU TROYFAlN INSURANCE. INC
~.
1.~J"'IIII"I"I"II"IIIII11I""'IIII""
Rqtt: 881558
DS: 15.11II
84/24/1&
Reo: 18..
IT: . ....
e.ee
Dpt.y CI.rk
~S92~~U'"ll:R:;o fOUHTY CI.ERK
OR BK 6951 PG 641
.JLmSouth
PREPARED BY AND RETURN TO:
R Jessica Pinson
AmSouth Bank - Consumer Loan Operations
P. O. Box 1984
Birmingham, AL 35201
NOTICE OF COMMENCEMENT
Notice if; 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 A TT ACHED EXHIBIT "A")
b)
Said improvement shall consist of:
Construction 3,000 square foot office building
c)
The name and address of the owner of said real property is:
Daughtery Road Professional Center, LLC
6719 Gall Blvd., Suite 106
Zephyrhil1s, FL 33543
d)
The name and address of the contractor is:
Vari ConslIUction 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 wholl\. notices or other documenta 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. O. Box 179
CleaIWater, Florida 33757-0179
h)
Commencement on said improvement shall be within thirty days from date of recording this notice.
Dated this 10tb day of Allril
,2006.
Owner: DAUGHTERY ROAD PROFESSIONAL CENTER., LLC
By: ;~ A ~.e1f;JG
Syed Safdar, Manager
STATIiOF FLO~
COUNTY OF
Sworn to and subscrihed before me this 10th day of Anril .2006 by Syed A. S% as.~eron behalf of DautdltcrY
Road Fl'Ofcssional Center. LLC. who islare personally known to me or bas provided {( b as identification.
~rlt~ .'
e:~~;~on expires:
.,.~~~_ Tracy A. Hudson
~*:''''''iY':*~ Com!'llSsion f1DD169529
;~" ~~-' ExpIres: Dec 21 2006
~"~ffl~~\\' ~=.nvu'
IDS co.. Inc.
. .... .
OR BK 6951 PG 648
2 or 2
Exhibit "A"
PARCEL 1:
The East 96.89 feet of the West 126.89 feet of Tract l,less the South 100.00 feet thereof, and less the North
15.00 feet thereof for Daugherty Road right-of-way, said Parcell, being suhj ect to casements for utilities over
.and across the following:
The South. 10.00 feet thereof; the West 10.00 feet, less the North 20.00 feet thereof; the West 20.00 feet of the
North 20.00 feet thereof; said parcel also being subject to and together with an easement for drainage in
common with others over 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 said Parcell, beiug further subject to and together with an easement for
parking and access iu cozmnon with others over and across the East 321.84 feet of the West 351.84 feet of said
Tract I, less the South 225.00 feet thereof and less the North 15.00 feet thereof, said Tract 1, being of the map
or plat of ZEPHYRHILLS COLONY caMP ANY 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: ~
STATE OF FLORIDA
COUNTY OF PASCO
THIS IS TOCERTfFY T
TRUE AND CORRECT COPy' OF~~ET~~ FOREGOING IS A
OR OF PUBLIC RECORD'IN THIS OFFlgUMENT ON FILE
HAND~~EAL~~S~~~~~;
JE P TTMAN "-R . 2 .CQ1.p
BY ~ K OF. CHiC: liT COU!"lT
._' ~EPUTY CLERK
Page 1 of 1
Karen Miller
-'
From: Todd Vandeberg
Sent: Wednesday, October 25, 2006 9:17 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
tJ. ~ ...~...~ I (:)1&:5./()~
@ I\~~q I~
From: Karen Miller
Sent: Wednesday, October 25,20068:32 AM
To: Billy Poe; Todd Vandeberg
Subject: Daughtery Road Professional Center
Wo 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
Florida EIIen!v Efl'aeieBcy Code For BaildiP2 Constramon
Florida DeaartlBeat of Com.Baity Allain
EaergyGa.ge FlaCo. v 2_1 FORM 480A-2004
Whole BaDdieg Performaaee Method for Co...ereial a.iMia.
Not Effeetive Before .Ialy 1, 2005
J1I1'i8didioD: ZEPHYRHILLS. PASCO COUNTY. FL(611600)
SlaQdDe8c; Offic:e Btp~ p.~ Doctors Off'a:
~ Zcphyrlrilh PrufcssionaI Offiec Center
Address: ~ Rc.d - ?>r']q I Y.
EnIcr Addras here
City: ZephyrhiJIs
Stale: Florida
ZIp: 0
Type: Offia:
aus: New FJOishcd -Idiot
PermitNo: 0
S1Dft.,)1~ I
-conditioned Area: 3060
*Cend... ~ Area: 3060
Max T~ 3.0 (if diIfi:not, WI'iIe in)
· ......1iaMcd
IIIllL DueI_ iDcIudl:
...~-
eo.pliaBee s....ary
eo.pe..t
Gross Enagy Use
Desip
2,321.76
Criteria
2,354.23
llcstdt
PASSES
UGHI1NG CONTROLS
EXTERNAL UGHTING
HVAC SYSTEM
PLANT
WATeR HEATING SYSTEMS
PIPING SYSTEMS
Met aU required compliance from Check List?
PASSES
PASSES
PASSES
NODe Entered
PA.SSES
@~-
IMPORTANT NOTE: A.II Urplll report PriIIt-OIIt. frtIm EItergyGtutge Com of
this desig11611i1i1btg IIfIISt be SIIbInitted IIItmg witIl flUs Comp/UIIIce Report
41J9I2G06
~FIaCo. .. 4.
COMPLIANCE
:noN:
I t&8bJ cerIiry that the pfaM and
~.CCMr8d by_ eakUaIion..
in ~ will the FIarida Energy
I:IJit..j",,""'J'Code.
PREPARED BV: Todd S. WIIIaIt PE
OWNER AGENT-
DATE:
If required by FIcridB law, I ..." c:ertiI!
"""....k.6 wItllhe FIodda B1efgy Code.
ARCHI'I'I:CI' =
ItLBC11tlCALSYSTEMDESfGNER;
LIGHTING SYSTEM DESIGNER:
MECHANlCALSYSTBM DESIGNRR:
n.l1MBING SYSTEM DI!:SlGNBR:
R.- of the ptan& and 9P6'~1lto COVBr8d by this
e.'clllalion incicaIe. compli.-lIe.. wiIh the AofIda Energy
Code. BefoIe consIrucIIon is COIIlIl'81alt,. tis buHng will be
~ for comPliance in acc:aut8noe wiIh Sedion
:::~~~'
DATE: ~
RECISTIIA 1'ION
No.
ARl397S
n SlgnabJreIS """"'1IIhiere AoItda l..aIIf requns de8Ign to be perfam.ed by '''''{J.". eel d8sfgn ..................
Typed names and regi8Il.SIKl.. runben; msy be U88d 1IIheI9 alreIevant IIIbma1a.'l f$ conI8Ined Oft 9IgnedIseaIed
pIens.
411912006
~..~ 1114 v1.1
2
Ji"rojed: 0fIke "'if."
Tille: Dedon otfiI:e
1'YI* 0Qice
lWEA FIle: T:
Whole Buildiaa CoIDpliaaee
Design Reference
Total 9&13 1."
S2,J2l.76 S2,35U3
"".1"" -"._- ._~~ .....-. ._-~...._-.-
ELECTRICITY(MBIuIkWhI$ 98.'73 J....
) 4,S.'7tUO ~
$2,321.76 S2,3s.uJ
_.~~ ~~.----
AREA LIGHTS 2S.9"1 22.29
12,82Ut JU-to
161462 $SU-"
-~~.--,--- ,--~.--------
.sc B>>M'MT J4.S1 14.51
6.12S.8I 6,725.80
$341.63 $342.31
., _ ____.___. ~.u~~.. .._~,_.~____~_.... . ~ --.-. - ~._-- - -..-.------ ..-..
PUWS&MISC U6 8.06
1S.II 26M
11.27 '1.32
.....'.. - .~- - -- --.-----~
SPACE COOL ~_U 17.99
11.5$.UO 12,964.ID
1637.69 16'.87
.._----------..--- . -,. ._-
SPACE HEAT 8.76 LtJ
..eo 462.80
'11..59 W.52
_._--_.~-. .-- ....__ u.u. _u..~ _H , _ ...__..__ -~--~ --- --
VEN1' FANS 38.27 3U7
.....15.88 15. U'1.tO
$71LJ6 11I2.54
-- -- -. _.. ..._. ._u -..
CndiU &: Penalties (if' allY) MGttified P_ts: ="'4 I PASSES I
4/1912006
EaergCnp n.c.... 21M 41
3
. Offiee B8IIIIIIag
TIde: Dodors omee
I'ype: Office
Aiiv... Jilt: T.-- -.'>
External Liglating eomplianee
DaeripCi8a Category AUotnece Area or J.acdt ELPA CLP
(WlUait) ... No. ofV.its (W) (W)
(Sqft or It)
En Light 4 Building E'aIraaa: with (or free 3.00 300.0 900 100
S18Rdiag) c.opy
'- . ._(W) I PASSES I
. "'" M(W)
_.,_ om. ..11_
Tide: Dodon 0fIice
Type: 0I'IIee
(WEAFile:T )
Liglltine Controls eompliaaee
AI:roIrym ~ Daa~ Area No. of DaigII Mm c-pJi-
m c-..n) T'" CP CP 1UICe
PrOZolSpJ )6 Office ~ Open Plan 3.Q60 I II 2 PASSES
I rAsSEs i
4119J2006
~1Ige n.c.. 1014 v2..1
4
omee~
r.rb: Doctors 0IIiI:e
Type: 0fIk0e
(W&\ 1'IIe: 'Ii :)
System Report Compliance
- -- 1 s,.te.. 1 Coutaat V.......e Air Cooled No. ofUafts
--
Split s,.taI < ~ BtwIItr 1
o.poHIIt Clflll ry C.,.alJ Daip M Daip IPLV eo.,..
Eft" Crteerfa IPLV Criteria IDee
Cooling System Air CooIaJ < 6SOOO Btoht 13.00 10.00 11.70 PASSES
Cooling 0Ipdy
Heating System BIedric f'IJnJIce 1.00 1.00 PASSU
Air IJaJdIiD& Air...... (SuppIy)- OJlO 0.90 PASSES
Sy*- -Supply eonsa.t Volume
PrlISyZ Sy.-.l CoIIsCut V.... Air CeoIe4I No.. ofUaiCs
SplIt S"... < 6S8II lbIItr .
CoMpoecIIt 0.".14. y eap.dty DeIiip Elf Daip IPLV ea.p..
Elf Crlterfa IPLV Criarit Iiltace
Coolmg SJstan Air-Cooled < 6SOOO BtuIb 12.00 10.00 J1.70 PASSI'B
Cooling Cap8city
Air" HaPdJing Air HIAdIcr (SuppIy)- 0.80 0.90 PASSES
SysIan -Supply c.o -I. .1 Volume
I PASSES
Plot CoIapliaace
u.-...~ IIIIIIIaIIaI Sbe Desip MiD Desip Mia CatccorY eo.p
Ne 'Eft' U IPLV IPLV IIa8ee
I NOM:
4I191lOO6
~ fW:IHB ... dl
s
. . 0JRee ......
rn&: ..,
Dodor.s Oftice
~ 0fJ'1Ce
InMl'I. hie: T.. -
Water Beater CoIllpliaaee
Dacriptioa Type Cahlgory Daip Mia DesIp Max Coap
EIr Eft' Loa Loss Iiaa<<
WMl:c Heater J EIa:tric ..... hcaIr:r <-= 12 [kWJ 0.90 0.88 PASSES
I PASSES I
PipiBg SysteID eo.pliaaee
CaIepy Pipe Dia Is OptwalMt ,. COIId ... ... IllS
11MIle9) RuotItf Taap t~ 11ddt'le) nick (iIlI
fFI S.Ft
~ NODe J
4/1912006
F.aat.YC-. FI8C'e.a 2884 v2.J
6
ProJect: Of'ftee ......,
itle: Dodon Offitt
: 0tI'iec
(WEA. JiiIe: Tam.....,,)
Other Required CompliaDee
Catqory SediaII ~t (w.. N1A ill_x illtOt applicable)
lnfilrrMion 406..1 IRfiIIration Oiteria line been met
System 407.1 HV AC l.,Qad siziDg has beat perfQnncd
VenlIlarJon 409.1 Ventilation crik:ria have been met
ADS 410.1 Duct sizing and Design have been perfo.l-d
T&.B 410.1 Testing and Babn:ing will be performed
Motors 414.1 MOCOI' efIiciency c:rireria have been met
Lighting 415.1 1.ighting criteria hne been met
O&M 102.1 Opu*u/lDlIilltal8l~ 1DlIIIU81 will be provided f.O 0WI1Cf"
RoofJCejJ 404.1 R-19 fix' Roof Deck wirh supply plenums bcI1eaIh it
Report 101 I.- Rq10rt Print.Qut ftom ~ FIaCooa auadIed?
4/1912006
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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
i 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.
Sincerely,
~
President
Vari Construction Services, Inc.
;~
MAIL TO:
PASCOCOl1N'IY D
WBSTPASCO.OO .
7$30L]~ROAD
NBWPORTRlCHBY, 4
. 1727) 84'+8142 (352) 521-514\UG
Noconatruction, unde.r . . ;o/.'~'beilecomplished on 8I1Y COIIDty Right of Way without,written.
apPrODLfiomthe,~:. .' ............ .............pP,endionson:8I1yCOuntyownedAightsofWay shallfUmisha
d~eddravring.ilh~the . ..' ....... . ....... .' .... ... . .oI:IC.iIl;quadDjjlli~:to;the Colmty.for rmew.andl!Pproval prior to the
conuilencement of any Wade.. .A copy oftlilltpermttill1l8t1:iekllptrealdny'liVIiJI8bleat1heaiteof the work at an times.
See. No>. 3 T26 . R 21 CountyRnad.DaughteryRoad Date 811106
Pj'nnit for Zephvrl1llls Professional Center
, . . (ProjcctN'ame).' ....
L()CATION(Legal.Description) 5.50' Westot US 301 on the South side ofDaughtery Road.
RlGHT~OF-WAY USE PERMIT #3aolorr
.QCQUNTY
PERMrr - "Sunshine-:-One CalI"
(800) 432-4770
- 48 hours prior to excavation _
-.
P~iojJ. is hereby granted to ZephYJtlUlsiPrbfesslonal Center LLC
(Namo(ifPermittee)
of 11310 GrandvlewDrive..Dade cttvA.33525 for the COlI8tl;uCl;ionaudmaintenance of
(AddressofPemiittee) .. . ..
ConSlnJl::t\OnClfDriveway and a sldewalk.to a commercial project located in the-cltyllmltofZephyrhflls on the South.
(1)esotjption ofW!'rlt)
SIde of ZePhythllls.
Subject to the :fOllOwing conditions:
I. The CODSlroctionandmaintenanceof such utility shall not interfere with the property 8I1d rightsofa prior occup8l1t. .
2.AlIworlt shaI1tJe done. in keeping withthe stalId8nls of Pasco County and at the satisfaction of Pasco ColDlty, who will be11Otl.filld at
leaSt~~day.priorto,COmmencement ofCOttS:tl:tl.ction.
3. All tI1atelialaiubquipmentshalIbeSubject'to ~bY Pasco ColDlty.
4. During CODsllW:tionallsafetrJ'll8UlationoftheEOtidaDepartntent of Iransportation ahall be observed; 8I1dPasc;o County shall be
~ .~~~~~~::::'''.i~~~of
5.A.11J1~'8Ddllll~ll8COCiounty~IhaI1~JUtored to its. original.conditioncas mraspractica1, in thll ophijon.ofPasQO County.
"~~~~~;;~~~!'''--.'---
,.~~~~~~~~~;~.",
lIII.Y~~~ liY,prlOdIlSliilliitioDaBSil:tilSUltC)tjiis()petatitlns~. He~~;1Wl;~tyfotJiotifYi!ltt,auYlilld all
U~'.ar'lDIderground;IIlIeD;-OfHis!]lmpOSed' 'OnS!iI1otiier'tluIt1tieyIJJll}';~itheitililere$tlJ.
B.lt is expresslY stipulatelltlulttliliJ~llIa .., 'PlllIl1illsfveuse oiIIy.lUlilihlittht;PhiCingoffaC1Jities Updn p1,lbli,c property
~tto'thispennitSh8lll1otoperiltetbtb vllStanYPIQperty:rightinaaid hoIaer.
9. WhCileverPascoCoUll.4'~toiitt:tller . untyR.i~Q~Way,~or4l1.ofsiidpoles,wires,pipljs. qaJjlesor other
facilitiesaud,ap~authori2.Cd bO~iemovetMi'oJll.sliilfRiglttsofWay. or reset orr\llocated
there()ILas. . .. . Mi~ldil1:j~ltii8.p*,ll1it./ ...... ..' .. ..... .
10. . T!tehOIII1rcI1ri;anY'lIiidalllh\lnaPs;cWms'OriI\iurillSthlij :may occur. by reason dfthc
c:ons1;nicti. .
11. 'Ihti,hOld.' IIiiIU .. iiilf~/30l6019011B()daysor~Permit, . '.. .beco:mll null and vtiid.lnthe,eventthe
workrequ .. "' ".. . ....., - .... . . .Sh8llhavetherightto;COIbpleteSllch'IVorIc
andtocharpt.he.ho . .. ,ror.iiIFiiiliture~inc:O.n1pllitiJ:!g.saidwoik.
12. The. ~shaI1:poBta:cIISh.ors~,' .. . ce guanmtee With the County Cln Based on a cost estinIate prepared by the
per:miuee~seiigineer llIlilapjllovedbY,th~,Co '.. ." Die amount Ofthll ~ iKto be 811. ainollllteqllai to l2S~ of the cost to
conSlmdtthe:JIlilDIilited~'ID;theevelitaaute!:Yll~iSposted,.theaaidsu.retybOnd.shaU be lIIlUb:.}lll:y:&bleto-l'asco
Coum,yandShall~ligatll.the;8urety~ hdItttheCOUIlty~armlllSSiI1;theeventthe..h6Id&irOfttiis pcmUt;ahouId!fiilltllmeetany oHis
oblillaficms.hertlul'l~' T1t~~~'~8ISo~l'asco'Countymr aJlcourt costsandreasonaIllll attomey foes in theevllIlt
le&8lllCltio.nisrequirCld:to:c;o~ectonS8i~bonii. . ..' ... '. '. . '.. '. .
13. The ~ ihal1;IK>St'cUIJ.;orlillnl1iY!;lI1llillteiiaJl.l:e,gullrlUlmewifJ!.theColDl~Clerk.basedon acoetfl4lin1ate pl'eparedby the .
~'Senjin~~~1lYllhe"Co~';rhe..8!llouDtOfthe,g\IlInDrteeis,to~ian8ll'1OllllteqUalto'15%'9;ftho~st to
construl1tthe~' ..1liond,isi~itShaJlllieet IiJI1becriterialitateiJinNo. 12abovt.
14. SPEQMLCOND". . . .
PU/)1ie:'Wom:
StormwllfetlDesign:
Development ReView A.pprQved:
Fee..$ ~~~)t~"
Paid:. ,4' . I-L; t:I~
,e# 9~~() 67y -------
Sllbmittedby:
I
LeonardZU/Jo. Pres./ECC.lnc.
Pr.iJl-tNameanil Title
6844 Dal/}' Rd., Zephyrhll/s Fl. 33542
, .Mlilling Address (S1reet, Cily, State)
813-71&;1~1
: Telephone NUJlI.ber (Include Arep. Code)
L~NIKHL ~~KMll 11NU
F'(.~~;C() COUNTY,,' Fl...mUDp,
CCJNTF~~.~c'rDF~ *~::
N{:li'iE:: ENC:j I NEEF< J: NG CClN~:nl<UCT ION
ADDR= 6844 DAIRY ROAD
C/ST= Z~PHYRHIl...LS, FL 33542
FC}l:~::: ZEPI..jYl;:HII..LS PF;:OFES~3ImN~/... CEf...JTER CHECt.:: it 3609
D,{ltUGI-fTEPY FWAD
{lCCNT
'f Cj T l~L (..~ l'iOLH-n ::
COMF'N"r' 1(~CCClUNT CEj'-.JTER
Bl02 - 329500 - 2
~:j() .. 00
{I ;'oi Cll.H...j T
~.'iO..OO
:L ::.::~!.;
F~ECEII..)ED BY
DA1"E::: 08/09/06 "T"J:MI::: ()9::5f~~
P,f:1GE:: :i. OF :I.
:U:;~:;UE OFFICE:: N
RECEIPT NUi">H)F;::: 00960~jf.}.4
OFFICE= NEW PORT RICHEY
DESCRIPTION/PERMT DATA DR/CR
RIT-Cj-WAY USE PMT 60
PASCO COUNTY, FLORIDA
INTER-OFFICE MEMORANDUM
TO:
patty Camp
Development Review Tech I
DATE: 9/14/06
FILE: TRQ6.:2nS
FROM:
SUBJECT: Daughtery Road
Zephyrhllls Professional Center
Manager
REFERENCES: Right-Of-Way Use
Permit #30068
The Tra Ie Operations Division has review$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 Control 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 Pennits Database File
RECFn''w:D
SEP 1 5 Z006
PA~, . ..,
Pasco County f Fl.orida
Inter-Office Memorandum
Tel: Patty Camp DATE: 08/0~/06
Devel.opment Review Tech. I
FILE: RBRWO 6-4 53
~k
:&"B.OM: ~ Rydzik
Public Works Director
.so:BJE<::T: .ROWPERMIT #30068
Daughtery Road
No Jurisdiction
REFE:RENCE: DRR06-431
Pl.ease be advised that the Pasco County Board of County Commissioners has never
all.ocated Daughtery Road into the road maintenance program. Therefore, Publi.c
Works has no juri.sdiction i.n this matter.
TR/dt
ReCEIVED
Au {J 1 5 2006
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1. aJ1. BI 2906 Ul: 21
9131154912
ENGINEERING CON5T
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(e S)....144 I>' ' , LtcIIllD. l'\OflCIiI ~.sIl'TO
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51 lOOM 57M2l>O EM1-8271
2379 BtOIId streL!lt. erQo~le, F\orld~ 34B~
,(36i2j 1Q6...7:z1~ at ~~476 (F1. only)
SUNOOM 628-4150. TOO onlY 1-8OO-~1r6103 (FL only)
anp Jnt~ at. W!tlJJ'M12I:tel'5..;Irg , " '
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..... MI'tIlAlO ~ ' 1ImflI ...... ~ '.
S1st'J"fNl\'ol1le I\DIlIl 7601 H1~ 301 North
S..... HIlM'~' J.l 'I'"I,\~. n..- J:lI1'187~
(1411 m-3722 /1/" 'l813l .'rC 1>" ,
iWlQO.s2WeOS (R. onll1 . :1.~'l6007lI7 tfI.. enly)
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~ ' RECElVED
, ~Ub 0 3 2004
fl'ICln".. W. VlI'latar
)1 81 Silver' OW Boulevarcl
~~ymlll', ,FL SSM1
,.otictl elf PlfUll Agenev ADtiOl'l for ApprOvQI
ERP General for Minor Systems.Modlficatlon
Permit No. 48022597.001'
Project ~eme: e.t Pasco ProfeflsirJnal, Flclrk
County: , Pl!ISW
secrrwplRgo:, 03I'26SI21 E
pear Mr. van~:
. '
ihlsletter constItUtes notlc~ of Finsl AgenfiY ~~on for BpfIroval of the PEirmIt referenped
1IbOv&. Final approval Is eQfttlngent upon no,obJecllan to the District's action beil''10
reoelw<fby'the Clstrtctwlthln tne'~me, frames described ,below. "
vou or N'PJ persOn \Iltlose substant.i81 interfets ~ affe$Kt by the Dhnrlct's actIon
regardll'lg a pI!lrmlt 'may reqL\081t an Ildmlnlltretlve heamg In aGCll:lf'danoe wtlh SeetloM$
120.569 snd 120.57,. Florida 6tatl.lte (F.S,l, and CI",ap~r 28.106, 'Florida AdminietratiVtl
eo. (FAC.). of tI"IO Uniform Rule; of PrCloedI.11'O.A *,~fOrMarin, muGt: (1) exp1Bin
hOW the ,ubstantisl inftrMts of ach ptrson I'9qlJDtlng t/1. /'l9Q!1ng wll/ be .Hecttd by.the
D/striQ't'$' aotfon, Qr propoucl sctlon; (2) &taM all m8ferill.1 facts d;spUted by the persQ/')
req~ the htJarIng or ~tstB the.t ther;e ~ no rJlflPuIitJd faOta, and (S) ~ CJOmPfy
wItfp Clt,pter is...1 06, F.A.C. Copies of SElctlons 2$-106.201 and 2S-1 06.301,. F .A.C. are
enctoMd for your reference. ^ reQUest fOr l1Gartng must be filed with (receivtd. by} the
AgIl'lOY.CIltrt< Of the DISl:l'l!:! lit the D\s~S BrooksVille tldcnI. within ~'1 days 01 racelpt
of thJs notIee. Ft!Celpt ie deemed to'be, the 1Ifth day llfter the date on which tl'lltl "otiC9 i$
d.~1ttd In 1he Unfted States mill. ,FIl.Uure ,to file a I'8CJJ1I'l tor hea."i'tg wlthin this 11me
period IhaII ocm8tnUW a' w.lVe~ ot any right you or 8IJCh peltOn may I\av& to request 8. .
1'I..rtiQ undflll' SectiOn*120.5S9 and 120.57, FS. Medlation pursuant to'Sdon'120.1i'7J.
F .S:, 1C eeulrt IW' administrative dispUte regll'dlng tie DI8tl'lCt'1 aetlon, In this matter l. not
aWlllsble prior to the ,~ling of a request for heal"lng. ' """ .': . ,
Encloled Is . ~NPtiOlng"Pdetn that P."~des ~atbn rtigardlng the Dl9trlot Rule .
400-' .'010, F.A.C.;,wnioh ar:Idre~ the notifIcatiOn of perscnswt'lO&e substentlal
'interlStt may bt afTeded by 1tle J;)i8tri::t'S lICtlon In this mEnter. The lJa;kIt ~ns '
glJidtllnSS or; how 10 p~d8 notice ~,.ttIe Dlstttot's action, and a r,otloe that)'OU may use.
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The Irlclosed app1'O'\lOd construction plen$ are pG\rl: 01' the f'~lt, and constrUOtion must
be h~rd.hce with these pl811s. " .,.. ' . ' ':,
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Le/lB/2aa5 le:21
8137154812
E~IGII'EEF!It-IG Cl:}IST
PI*it. 1:1-'
Permit No.:' 460E !697.001
, AugtJIt 2. 2004
page~,':... ,
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, If 'you have quill ona concernlng the J)8rmlt, 'please Contact Monti G, F.Iltter. P .Eo. at 1he erooksvlle ServICe '
0fficIe.8$"II01' 4381. For e.eerstance Wfth,erwtrQ.l1fl'lental COl'I~9; please comact Leonal'd F. Bart06, P.W.S.;
, extenlllon 4952. " " ' ~
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Henry Robert L:.L I. P .E.;:D1r.etor . '".. ",' , .
e~~I..~' ~ql') Depar1rnerrt, "'",' \'
HAL:MGP\~lkW ' .", '.' ::' .,' "" , .:' ,',:. "
~IoeUI'i'B: ',~ Permit wfOcri:1itiono AtIIcned
" , ~~ ConDt'l'UCtlon Drawtogs ,
" . Jttd:ement of CMlpJetftJn ;'" " ~.. I
~.or AI,lthorIzatlon to Oomml!lnee OcnStructiOf'l'
" , '!otlcllll P8ClC!l (42.??-009) .,'.
" ~on8 2(1:.106.201 and 2a--1.QS.Sl'.n 1 F.A-.C. .
~enc:.PleOff ecorU~.OO1 '.," ' : , .... ,
, " ~obe:rt '. Green. F.E.;.Englne<</I'lg CorI8trI:IOtiOn consuttants, Ino. '
, L.lClMlI A. Zl,Ilio, e,gk1_ng Construetion Oonsultlurts, Inc. ' .
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10/1B/2ea6 10:21
S137154e12
EN{jI~ER!NG CONS"
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SOUTHWEST PLOAIDA WAiER MANAGeMENT DISTRICT' "
. ,ENVIAONMENTALRESOU~, " . ,,"
~~=FlAL FOR MI,NOR $URFACE'!'IATErl ~f'GEMeN"!" SVS"TEMS ,,'
, ' PERMIT NO. 4$)22597. .,' , ' '
~e;cplndion~ ~,~Ust2', ~ \,Issue-~: ~L1guSt212004; ::
. tt;~ ~rmlt i~'l. uocl under the pt'Q'IiSlon$ Of Chapter 379, IiloriQa StQ1Utes'(F.S.) arid. thG RUles ContBlned :
, In,Chapters 40t 4 a,nd 4OD-40. Florida AdministratiVe Code (F.A.C.). ,The permf18U~ortzes the Permittee
to pI"OCMd wItt1 orstn.lCltlon of a sLlT'face 'N'IfJ.1Jf management .system 1n ~rd~n~ with 1he lnfoOfla1lon
outlInecll'lelrell'l t r'Ici ehOWl:l by the f!lppliQatiOn, ~roved drawings., plans, spooiflcedtonel. and other .
. dOCIJmen1S, atte lhed 'hereto and kSPt on me et tl:te'SouthWest Ftorid8 Water ManegeT:I'lenl DIstrict
(District), ll'Il. I otherwiSe .mated by pennlt speolfiC Condltlon. permit !8suatlC8 CClnatlutes ,certfficetlon at
. tlOl'Ilpltanoe witt state water q~ity standards under Seot\O~ -K)1 Of ~ Clean Wal~r ACt. sa U.s.c. ,34',
A11.qOl"l8tl'UctlOn qperatlon and mal"tenanoe 01 D surface water management syttem auttlortz:Bd by this
'permit shall OCt II' k'l oompliance wtlti Florida statutes end Admlnl8tratlV9 Code'and the COI'Jditionil Of this
,permit. , ' , . , ' " " " ,'.. , ' , '
, ' 'PROJecT NAJ S: ' " ea,et f'uco Pfofesslon~ parK :
',' ,"
GRANTED TO;
Thomas W. Van.ater ,
61.51 Silver Cleks SOUlewrd '.
, ~phyrhIIIS"fl 33541', .
Thcmu'w. Van.r :
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, OP. tit MAlNl'.. irmrv,
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COUNTY; .
~PIRGl :
, 'TOTAL ACAril OMffil:>>
OR UNDlr:t 0. NTROL;.,
Pasco .
03i28S121 E
PROJI!!CT.8IZ l;
.2.69
, '2.59 ACt.',
LAND US!: ' '"comml!M'Olal'
, ,~DATE APP~I~ ~T10N,FlU!D; , ~y~. ~~~
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. ,~' AMENDED D' rE."., , N'^ '
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1" " Ifttre ( vr\e~Ip~tne pfo,eci8.rea'~ered bYthe'sUbject'~it'i. dNl~:.~ti some,:n! ~ther '
" ':'" . ~an tt lpermtttee becoming 1he owner Of part g1,me project areiil, thls.,permiUl\aIl 1ermif\ate, .
" , : PUI1Uf \t to.~ 400-1.6108. F.A.C, In I!luch sitUations, each land owner shall obtain a:perrnit. , ,
, .. . . (whtcf1 nay be a mPdIfiee,tl(l~ 1?f thiS p'ormlt) for the land owned by that person. This oondition 8haI('
'~.ap tv to the dM!llon and _ of 19f8 or Ul'l~ 11' residential Sl.\bdl~lelO~ or condom!nlUms. ,
2. . Un'. ~ed d1ti~rW\se h~re~~ ~ '~j~' ~ all~tCrmat1~n 'and ,~ reqU~ ~ this permit
$hIlt t t ,subm_ ,to:' . .. "
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10/lB/2eae 1~:21 8137164812
ENGrltERING CONST
r~ ..:.!'wI
!
'Permit NO.: ~ ~.OO1
AugUIt,2.!004 .
. PlO82 '
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..,' , B~.' R/lgulatlon ~ent ': '. ' , .
, " , 'S01Jt1W. &.t FIOl'lda Watel"Menager,nent O!Jlric1'
2379Bll8dStrMt,. " . "I,
'Bfr:l.ltEi,M...~:'" ,,".., ' ':",; .'\
. . . , . . .' ',:, " ' ~ " ' '.,' .: I . , .... " .'
. Tn. pel nit nll'l\b6l', ttlI& of report or'lntormatlon 'N:l'awnt. (tor recUrring rePort or.I~OI'I'l1at1Cr'l
" ,,' smltt n' .fvaI~ be ~ntlfied. on d1J Inlorm'!lion end ~ sUbmltt<<l... '.' , ,'.,
" ",'." . , :, !..' .' .' . " .' .' ...' '. .', "
, .' s. ' Tho- Pf nltllMl &hall f8t8ln the dNlgn .ngfneBr, 'or'~er prof_anal engtneer reg_eo In
" ,', flo- to conduCt on..lteJ ~IM!ltton8 of C()I'I8tIUCtlcI ~ ~,with the. BB-buit certIft:8tlon. '
, rtqUll'8l'" of thiB prcject. ",e permittee 8I'\aIl1r\fCll'/iI'Ilhe D~ Ft' wrttnq of the n~8l IddrISs
, ' 'MCI ptlt ne nUl'l\ber ot-1i'Ie prdfeeeionel engll1"f 9Cl employed. ThelnfcrmstJen sttall be sUl)mttted .
, p~to lOI\8'b'UCtIOfI. " " . . '.' "',' ". . . . ':. ' ,'. .
. 4~' :w~in ~i '.. ~~ compertion Of ~~ o~ 'h ~it1ed' aGtlvlty; the_permm~ $h81t'8ubmit
" to ttw'E 'ook.slA1le ServiCe' Office a ~~en stat.&fnent o.f c:lDfT\ptetlon and certHlclittion by a ~
, prof'" onellnCl1neer, or ather aPPropriate indV\ClUIII as atlthoti%ed. bY law, Utill%lng thl'l'8qlMAd
: 'StBllm In! of.COmpletlOn 'anti RlqUBllt for T(erIlSfM l~ 0pe1AUOC'\ !!ntttv fmm identlfled'ln OIaPt&r
. .cqD-1. 5&, F.A.C.. end signed, 'da1ed end.sealed u-buitt drwlngt.. .1'1ie u-bUllt ~ngSl s~1l1
.,Id~ any deIIIatIClM frOm ~~,~ CQI"IStI'I:IOt\Oli dtaWll:\gs.: .,' . .' .'
. G. . 1'tIoi;H Ii'1ol ~ li..~ ."",,~~101Ilo P~~,lo -...- roo- to
__ me pollUtant removal efflOlel'leY.Of the surface water m~ement syst<<T1. The Permittee
, : "may bl ~ 'to cooperme, In th" riIgard ~ dQWing on-slt.8Cc!d8 by CI8trICt reprUentatlVee.
\ .. by _10 rit'g t\'M'Ilnatalldol'l and Of*CIon of testIn; W monlklri~ ,qu~ent' end. by e.l~1I:lS
" Qlherl ~mMSuresas~on$ile., ".' .
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(IIi' ,', TI'1e 01 aritlon end mBlriten8J1C8 _ ehlllsuQi1'llt'lnapectlon I'fIPOt1IS In the torm requhil by~
.' '.' bIIm1c In. accon:lenOe wlth.~ toUawI.ng B,cI'ledule. ,', ' '" ' ... , ' ,;'
.i .forllY ~_,;g,",""",,"';"';;'~, the ~ ..i.n bO ~ ...; (z,jo....
. .r e iti'I,tlon It ~ ancl every~, (2) years me_.. . . . " ' ,
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7, '.:' , Thls n xf1flc8tic:lrl; ~tnJCtlon. Pritt No. 4~ .0011 amendl the pl'9\li0USly lSsUed " '
. Oontt. permit No. ~97',Ooo, IIl'\d 8D conditions are I'8P*ed by the oondltlons herein. '.
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'. ~,8. . FOr in areas .~,cin tho,Con8tructiCn.dmmgs"~ futUre;Sp'emI!t modiflcatlori.,6hall be
, ..". . _In Id for 8I'lV.con~ Iu 1h~ etd8'. At a requt...ment Of ~ ptfmlt modifiOllllon fOf
.. ' ':'. ltll,slth _ a~. ~ ~J'!'T11ttM elW.ll submit a Statemenf~' ~pl8tICl(I and ..built drawings.
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'9.' , .11 lime ilale ~rook III .encoui1terecl dUring ~nstNCuon of the Sl.l'!BCe water mat'\agement
.. ',.'. sy$teIl, $ DlItr1ct m~t be no~fJ.d ~ CC)ftttructfon in !h,e a1I~ ~r~ .hall ouse, , ' " '
.10::,' lrheF t~~Sn8liOOutY'tri~otsirI~of~'sncf,cile'aeveIOpmel'fintM8UrJariewate;"" ,
. mtili tIIIT1ent tYsttm ~k'1 48 hours DfdisCOYel'Y' and muSt sObmlt a: detailed tlnkl'lOlQ eValuation
..' end ~ ~r plan f<< apprcwal by the DJetIlCt wlth~ ~ diayB ofdlecOvary.' ;' , '
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ENG1NEEl<1I'IG CoNS1
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Permtt No.; 4602 597.001
':A~2t2004 '
page l3 .
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. .1llo D~ cl,~ prior n~ 10 ihO Pomii.... m~con..t; oM"lns~ lee_u.o .
~e en atih. erosion control barriers and o1her m:1:ures omployed w-pre\lOOt vlolet\Ol'l& of
. state we .r .Quallty itandards 4\nd allt)ld,dOWnotreem impaotO. Such bsrrlers or. other' meBlUr8S "
shouIC c mtrol dllCt1.~1 .rociprlj and aedil'nent tI'ar'lllPOrt dLlring conBtNctJ~ and thereafter.:
The Oit' ~ Will_ detsnnlne ~y potential eovl~m~1 problems that may de'J81OP as 8 reSult
of'lIavir l or rtmovlrlg tI'le bal'l'lers,and other moalul'e$ duri~ tXln&truCtlon or afte~ oonstrUction of
the prolr ot hu been COI'IlpJet8d; TIie permittee rl'Iust provlCl.& 4J1tY t&mecllal mMSUI'GS tt\it are '
needed' ' " ,. ' '.
, gENI!BAI.. CQI m110~
1. . . Tho ~ ""'~ aIIaclled hero!O" E_ ~A' .re heIOIlY ln~ intO thil pem1l bY
. .l'Cferen 0 and the, Perm~e ohair ocmply w1tt1 them, ' ' , , '
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St\oOl<SVll1.f.l e.GlltATION DEPARt'MENf
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FAX NO. :8139915128
Nov. 01 2006 12:51PM P2
FROM :UARI CONSTRUCTION SERUICES
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PASCO COUNTY DEV REV I EW
727 815 7000
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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
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Infrastructure work / site work can proceed if Bill is Ok.Ju, ~t.n01~~cturah,^,or'k,unti. the,Finaltplat is completed,
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Todd Vande Berg
Director of Development
City Of ZephyrhiUs
8'13-780-0006 ;
8'13-780-0005 (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
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.
(Jv p1 ~( fir::J
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Karen
10/25/2006
Page 1 of 1
Karen Miller
From: Todd Vandeberg
Sent: Wednesday, October 25, 2006 9:17 AM
To: Karen Miller
Subject: RE: Daughtery Road Professional Center
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Infrastructure work / site work can proceed if Bill is Ok. Justno'structuralworkuntilthe 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
From: Karen Miller
Sent: Wednesday, October 25,20068:32 AM
To: Billy Pee; Todd Vandeberg
Subject: Daughtery Road Professional Center
mC~.~..~......(t?1??19tp
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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
12/b6/06 WED 17:54 FAX 727 867 9455
WillinghamCompanies
~001
December 6, 2006
Bill Burgess
Building Official
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
Via fax 813 7800021
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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 H)6.
2, Please find the geotech' s soils report which may have bee.n 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.
If you have any additional comments, please forward them to me via fax at 727 867 2011.
?'1 you,
. ~~~.
Willingham Architecture, P A
Copy: Drs Khan, Safdar + Nensey, Frank Vari
WILLINGHAM ARCHITECTURE, PA
Design. Consulting and Project Management for HealthCare Professional.
1698 Manor Way South, St. Petenbu'll. F133712 727,867.2011 ARI3975
Page 1 of l/permit comment. addresoed.dOl:
12/()6/0S WED 17:54 FAX 727 867 9455
Wi 11 inghamCompanies
~002
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
12/06/06 WED 17:54 FAX 727 867 9455
WillinghamCompanies
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Troy Willingham
Willingham Architecture, PA
1698 Manor Way South
St. Petersburg. Florida 33712
RE: Report of Geotechnical Exploration
Zephyrhllls Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
August 24. 2005
IrtIIIIII /JIJ"" EntJin-rlnf, /nt;.
Dear Mr. Willingham:
Ground Down Engineering, Inc. (GDE) has completed a geotechni(:al 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 elf site design.
In summary. based on the results of this subsurface exploration, it apl:>ears 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
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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
SUBS URF ACE EXPLORATION ............... .......... ................ ..............,.... ........... .......... ............. ..... .....2
FIELD EXPLORATION...,...............,......................,...............,...........,. .......... ...., ................ ......,..........2
Standard Penetration Test Borings.........., ..................,..,.... ,... .................................... ...........2
Soil Sample Handling and Classification .............................................................................,3
RESULTS.........,........................................,.............,........................,..... ............................... ...........3
Subsurface Conditions..................,.....,............................,..........................,...... .....................3
Soli Borings....... ........................"...............,...... ................ ....... .........,.. ....................................3
Groundwater.... .......................... ..........,......,............................. ,.............,............................, .... 3
LABORATORY TESTING...,..,.. .............,.....,..............,....., ...........,....,. ....,....,.....................,................3
SUBS U RF ACE ANAL YS IS..... ....... ...... ...... .... ............ ................ ....... ... ....... ............ ..... .... ........ .... ..... 4
FOUNDATION ANALYSIS .... ,..... ,..... ,............... ...........,.... ....... .... ,....... ,......... .................,...........,......., 4
F OUNDA TION RECOMMENDATIONS............ .........,...........,................. ,... .........,..................,.....,...,...",4
RECOMMENDATIONS AND CONCLU SIONS .......... ............ ........... ......... ................. ........ .... .......... 4
Site Stripping...... ............................. ................,.....,................. ................,.......... ..................... 4
Proofrolling ........................................................ .... .....,................................,........................... 4
Structural Fill.........................,........ ............ .................. ............ .......... ................................. ..... 4
Definition.,....... ....................,................,...............,.....,. .......... .....,..........................................4
Soil Suitability...................,..,.....,..........................,......................,....,..........,......,... ................ 5
Placement..... ......,...........,................... .................................... ..........................................,....5
PAVEMENT RECOMMENDATIONS...........,...,.........,.....................,............................. ..... .........,..........5
Section Description.................... .........,..........."......... ..................................,.....,.....,..... ........ 5
TESTING AND MONITORING.... ............... ...... ...... ........... ..... ..................... ............ ...... .................... 6
LIMITATIONS. ..... ............................. ...... .... ....... ..... ....... .... .... ........... ...... ........ ........... ..... ..... ..... ..... ....6
ATTACHMENTS
Site Location Plan (Figure 1)
Boring Location Plan (Figure 2)
Soil Profiles (Figure 3 and Table 1)
12/06/06 WED 17:55 FAX 727 867 9455
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Zephyrhillli Professional Center Site
Pasco County, Florldll
GDE Job No. 05-432
Page 1
PROJECT INFORMATION
Existing Site
Based on the project information provided for our review, we understa rid 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 Censervation Service (SCS) soil survey data for
Pasco County.
Conducted a subsurface exploration program consh.ting of soil borings, subsurface
sampling, and field-testing, Our exploration progmm 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 soli samph!s and recording the SPT blow
counts during the drilling of the borings.
Measured the stabilized groundwater levels at the boring locations.
.
.
1210'6/06 WED 17: 56 FAX 727 867 9455
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.
Reviewed and visually classified the recovered soils irl the laboratory using the Unified
Soils Classification System. Developed the general ~ioil stratigraphy over the site,
Performed geotechnical engineering studies and analyses in order to develop
geotechnical engineering recommendations for eac:h of the objectives previously
discussed for the proposed project.
Prepared a geotechnical report that summarizes the c:ourse 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 hiah aroundwater level of greater than 6 feet below natural grade,
12/06/06 WED 18:01 FAX 727 867 9455
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Pasco County, Florida
GDE Job No. 05-432
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Reviewed and visually classified the recovered soils in the laboratory using the Unified
Soils Classification System. Developed the general ~joil stratigraphy over the site,
Performed geotechnical engineering studies and analyses in order to develop
geotechnical engineering recommendations for eac:h of the objectives previously
discussed for the proposed project.
Prepared a geotechnical report that summarizes the c:ourse of our study, the field and
laboratory data generated, the subsurface conditions encountered, and our
geotechnical engineering recommendations for the proposed project.
Soli 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 sitei:; 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 (NGVO) 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 geotel:hnical 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 soli, 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 sumdarcl penetration test value (N).
These values are plotted on the left side of the Soil Profiles that appElar in the Appendix of this report.
Sampling performed in the upper ten feet utilized a 24 inch long splitspoon, The sampler was driven
24 inches and the blows required to drive the sampler the middle six-inch increments were recorded as
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the N-value, Through this technique, the upper ten feet of the 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
1:;lassifications, 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
!~radual. 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:
CoarseoGrained Solis Fine Grained Solis
Penetration Resistance N Penetration Unconftned
(bIowsIft) Relative Density of Send Resistance N CcHr'PIlISSive Strength Consistancy of
IblowsJftl of Clav Itonslfl21 Clav
0-4 Very Loose <2 <0.25 Very Soft
4-10 Loose 2-4 0.25-0,50 Soft
10-30 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
c
Groundwater
Groundwater was encountered at approximate depths of 9 to 10 feet below ground surface in the soil
test borings that were performed iO August of 2005. Based on our petst site experience, the results of
our investigation and review of the SCS soil survey, it is our llpinion that the seasonal high
groundwater table will be encountered approximately 7 feet below e):isting ground surface across the
site. Surveyed elevations were not available at the time of this repclrt.
Significant fluctuations in the groundwater levels should be expectl:td 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 soli descriptions are shown on the attached
drafted Soil Profiles (Figure 3),
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Pasco County, Florida
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SUBSURFACE ANALYSIS
Foundation Analysis
Based on all the borings performed at the site, the primary soil related factor affecting the performance
l)f shallow foundations for the proposed structures is the potential totnl 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, (X)nventional 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 RN" 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.
Proofrolling
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 obsE:rved, 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) (matelial conforming to SP to SP-SM in
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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), thEl 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 (relet) or debris (trash) material.
Note: Pasco County requires that ponds bottoms be excavated no closer than wlthin10-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 solis, 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 5-1 or 5-3 Asphaltic Concrete with minimum Marshall stability of HOD Ibs, 1.5
Com cted to at least 95 rcent of the maximum laborato Marshall dans' .
Base Course
Limerock having a minimum LBR of 1 DO and compacted to at least 98 per.::ent of its modified
Proctor maximum dry density (A5TM 0-1557), If the bottom of the base! will be within 18 6
inches of the seasonal high groundwater level, then a moisture tolElrant base will be
re ulred, such as shell crushed concrete or soli cemenL
Subbase
Stabilized~ to a minimum LBR of 40 and compacted to at least 95 percent of the modified 6
proctor maximum d densi ASTM 0-1557.
.Requires blending either shell or limeRIck with in-place surficial sand, Typical composite samples of subbese al'8 comprised of 50% in-place
sand and 50% imported material (Iimerock 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
12/-Q6/06 WED 18:05 FAX 727 867 9455
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ODE Job No. O~
Page 6
must be added to the subgrade soils to produce an LBR of 40. DElpending 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.
Gompliance 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
I>reparation work is an integral part of the engineering recommenclations 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
Irendered using generally accepted standards of geotechnical enginee.ring geology practice in the state
iOf 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 appamnt during construction, it will be
necessary to re-evaluate our conclusions and recommendations bas.~d 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 natut"al 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 assefisments 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 mport 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 fc)undation 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.
lU06/06 WED 18:06 FAX 727 867 9455
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PROJECT LOCA TION PLAN
ZEPHYRHILLS
l:n::)nC-=Q~lntdAI ~~NT~~
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 ~'QoV'
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tf f"'- "I \i9'
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.
~~
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 J,
Vari III, who is personally known to me.
c5
~
N tary Public
I':J\. LaurI E. ",..,..
. ~ j My Commlaslon 00242811
~...~ Expires AugU8t 21. 2007
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