HomeMy WebLinkAbout07-6334
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
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6334
Permit Number: 6334
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: 42,647.10
Amount Paid: 15,948.60
Date Paid: 1/0212007
Work Desc: MEDICAL BLDG #2 3000 S
Address: 37908 DAUGHTERY RD
ZEPHYRHILLS, FL.
Township: Range: Book:
.Lot{s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-00100~002A
Name: DAUGHTERY ROAD PROFESSIONAL CN I
Address: 6719 GALLBLVD STE106
ZEPHYRHILLS,FL. 33542
Phone: 813973-2657
BUILDING FEE
PLUMBING FEE
RADON
WATER CONNECTION COMMERC
FIRE PLAN REVIEW FEES
POLICE IMPACT FEE
PUBLIC SAFETY 5%
TRAFFIC IMPACT FEE 1 %
TRAFFIC ~CT FEE 1% ~ ('O~50
,'1M ~ll'q,
1,118.76 ELECTRICAL E
155.70 MECHANICAL FEE
30.00 SEWER CONNECTION COMMERC
1,731.40 WATER METERRES 3/4'
120.00 FIRE INSPECTION FEES
489.00 FIREIMPACTFEE If'Ia:r.' 525.00
50:70 TRAFFIC IMPACT FEES 99% COM .2?1,8li!1.91
Ll4. 60 ~TRAFFICIMPACT FEES 99% COM 13.215.75
p~1'
il/l'1/~'7
p2r-
FO BOND 2ND ROUGH PLUMB MISC
FOOTER DUCTS INSULATED SEWER
ROUGH ELECTRIC LINTEL MISC
1ST ROUGH PLUMB PRE-METER INSULATION WALL
DUCTS INSTALLED WATER MISC
PRE-SLAB SHEATHING MISC.
CONSTRUCTION'FlQLE; FRAME MISC. MISC.
REI~~~N~ES:'Reinspection"feeswill comply with Florida Statute 553.80 (2)(c) when extra inspection
"tf'iPS1lre;necessarydue'to,anyone of the following reasons: a) wrong address b) condemned work resulting
'from''faultyiconstruc:tion:c)repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE:. In addition to the requirements of this permit" there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in.yourpaying twice for
improvem tsto your property. If you intend to obtain financing, consult with your lender or an attorney
before ingyournotice of commencement"
NO OCCUPANCY BEFOREC.O.
, ~.
SIGNATURE PERMIT OFFI
CALL FOR INSPECTlON - 8 HOUR NOnCE REQUIRED - .
PROTECT CARD FROM WEATHER
*1e3~li
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
PARKIMPACTFEESI$
Not Applicable
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
Not Applicable
TI F's:1 $
99%1 $
1%1 $
17,799.00 1
17.621.011
177.991
TOTAL: $ 29,297.85 1
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~ (OBT__FIlOIIPROPERTYTAX~ OoaA r6 y
17"'1 NEWCONSlR B ADOIAlT 0 SIGN 0 MOVED DEMOUSHb. ,_)/1
t:I INSTAll REPAIR - ,LlJ\/T-) I'
PROPOSED USE 0 SFR 0 COMM 0 '
1YPE OF CONSTR1JCI1ON Q / BLOCK 0 FRAME 0 ]
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f$ ~ ~1 / 006 1 VAlUAT1ONOFTOTAlCONSTRUCTlON
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WORK PROf'OSED
BlRLDlNG SIZE
BUIWING
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VAlUAT10N OF MECHAN1CAlINSTAlLAT1ON
PLUMBING
MECHANICAL
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FLOOD ZONE AREA
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DYES
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BUILDER
SIGNATURE
AcIdIWS
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SIGNATURE
pLUMBER
SIGNATURE
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MECHANICAL
SIGNATURE
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RESlDEN11AL
COIIIIERCIAL
SIGN pERMIT
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A\IaCh {2) PIDl PBls: {2) selS of ~ Pla1S; (1) set of EnerIlY FDlIII&
MinimLlll1lln (10) workinG days sII8r suIlmllal-, R~ ensile. (;onsIrUCtian PlanS. SaniIIWY FacIIiIieS & 1 dunpster
A\IaCh (3) 118I& of Building PIInr. (1) set of EnerIlY FormS,
MinimLlll "'" (10) workinG days lIft8r suIlmillal daIB. R~ onslIe. (;onsIrUCtian PlanS. ~ FlICiIili8S & 1 durnJllIIer
All c:omrnerciBI r&qUiIWIl8I1IS must meet c:ompll8nCll,
A\IaCh {2) selS of ~ PlanS,
--PROPERTY SURVEY reqt*"<I for BII NEW c:onsll\lCliOfl,
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I Y I N J FEECURAENT
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Fdl out application compllll8ly,
Owner & eonractor sign baCk of appficallOn. nolarizJld
J("--$2IIOO.. ~of~~ Is~ (AIC upgr1Ides..--$!llIlIOl
_ Agent (for !he CQf1IraCtOrJ or Power of Nb>m8'I (forb owner) ....-.leI be someone.wIIl ..-mod - fmm owner auIhariz:ing same
OVER 1ME COUNTER PERJIITTING (Front of AppIic8IioI'l Only)
RerOOI8 s-e-s SefViCll Upgl1IdeS AJC Fences (PJoI/SUMlYIFOOI)
Orlv~ over Counter If on pdc roadwllYS-.needs ROW
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Building Depertrnenl
0lII8 Receiftd
awn. PIIone NuIlIber
Owner PIIone Number I
Owner PIIone Number I
Owlw"s ....
Owner's Addr8M
Fee Simple TIIIehoIder Name I
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Fee SImple TIIIehoIder Addr8M .'''1/1 bA-J ~t Ji;i 2. e ph "a; A It fl. ,3 <;~ .
JOBADORESS ... o' vJ~ J-o \Y'o ',0.' ' ~1. I
SU8OMSION tz~'i~\~ r) ".,,1 I'r,_l, ~IDI 0'" - .J..(.,. -;..1 . WIO- ()O;oo- U()
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I7'f NEWCONSTR E3 ADDIAlT 0 SIGN D MOVE 0 DEMOliSH
t::J INSTALl REPAIR
PROPOSED USE 0 SFR D COMM 0 OTHER I
TYPE OF CONSTRUC11ON Cd BlOCK D FRAME 0 STEEL D OTHER I
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BUILDlNGSIZE It.-D' 'So' I SQFOOTAGEI 3000 I HBGHT I /6'.5 ~
1$ -:s ~ , (006 I VAlUATION OF TOTAl CONSTRUCTION
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WORK PROPOSED
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RESIDEN1W. AItaCh (2) Plot PIIlnIl; (2) SIlls at Building PIln; (1) SIll at Energy Forms
Minimwnl8n (10) ~ d8ya eIler sU:mItal dele. Required onsiIe. Consbuction PIonS, SIDIIlry FacIliiIls & 1 dlInpsIer
COIIIIERCIAL AItaCh (3) SIlls at Building PIens; (1) SIll at Energy Forms,
Mlnimwnl8n (10) ~ d8ya eIler sutIInIlaI dele. Required onsIIe, Consbuction PIonS, SIDIIlry FlICiIIIiIls & 1 d\mpIller
AI oommerciIlIl1lqI.IiwmIlnlB must I1IIlIll oompIilInoIl,
SIGN PERMIT AIlach (2) seta at Engir.-cI Plens,
--PROPERTY SURVEY requi'ed for III NEW oanstruction,
DIreC:IIonlI:
AU out application oomplelely,
Owner & ConInIctor sign b8ck at eppIication. noBizBd
If ....... $2lIGO, . NolIc:e of c..........-It Is..........,.s. (NC upgradas....... $lIlIOOI
- Agent (for the c:onractor) or ~ at A!lDmIly (for the owner) woUd be someonewilh noIariz8d IlIller fran - auIhorii:ing .....
OVER lHE COUNTER PERMIT11NG (Front at AppIicaIion QnIv)
ReroaIB s--s Service Upspdes AIC Fences (PIolISuNeyIFooI)
DrIv.-,.Nol over CounIIlr If an P\AlllC roacIways.,MIlds ROW
(
NOnCE OF DEED RESTRICTIONS: The undersigned underSlands that this permit may be subject to "deed" restricIions'
which may be more restrictive than County regulations. The underSigned assumes responsibility for mmpIianOe with any
applicable deed 19Strictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSI8IUTIES: If the owner has hired a conlraCtor or
contractors to undertake work. they may be required to be licensed in accordance with state and local regulations. If the
conlraCtor is not Iicens8d as required by law, bolh the owner and contractor may be cited for a misdemeanor violation
under stale law. If the owner or intended UJllbactol are uncertain as to what licenSing requirements may apply for the
intended work. they are advised to con18ct the Pasco County Building Inspection DlvisIon---lial Section at 727-347-
8009. Furthermore, if the owner has hired a collbactor or con1raClDrS, he is advised to have the contradDr(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 property licensed and is not entiIIed to pennltting privileges in Pasco
County,
TRANSPORTATION "'ACTIU'TIUTIES "ACT AND RESOURCE RECOVERY FEES: The undersigned UI'ldeostsllds
that Transportation Impact Fees and Recourse Recovery Fees may apply to the consIrUCIion of new buildings, change of
use in existing buildWlgs, or expansion of existing buIdings, as specified in Pasco County OrdinanCe number 89-07 and
90-07, as amended. The undenIigned also undenItandS, that such fees, as may be due, wiD be identified at the time of
permitting. It is further understood that Transpor1ation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a 'certIlicate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power reIe8se, the fees must be paid prior to permit issuanCe. FurIhermore, If Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuanCe in aoconlance with applicable Pasco County ordinances.
CONSTRUCTION LEN LAW (CIIepIIr 713, FIortda StatuIBs, as amended): If valuation ofwork 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 Agrlcullure and Consumer Affan. If the applicant is someone
other than the "owner'", I certify that I have obtained a copy of the above describecf 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 IrOOrmation in this application is accurate and that aU work
will be done in compliance with all applicable laws regulating construdlon, zoning and land deVelopment Application is
hereby made to obtain a pennit to do work and InstaBation as indicated. I certify that no work or Installation has
commenced prior to issuaIKle of a permit and that an work wiI be performed to meet standards of allaws reguIaIing
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 lake to be in compliance. Such agencies inckIde but are not Ilmltsd to:
_ Department of Environmental ProtecIion-Cypress Bayheads, WeIland Areas and EnvironmenIaIIy SenslIive
Lands, waterlWastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Watland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawa, Docks, Navigable Waterways.
Department of Health & Rehabilllatlve 5enriceslEnvlronmen1al HeaIIh Unit-VVeIIs, Wastewater Treatment,
Septic Tanks.
US Environmen1al 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 pennitted.
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 submiII.ed at time of permitting which is prepared by a professional engineer
liCenSed by the Stale of Florida.
If the fiI material is to be used in Flood Zone "A" in mnnecIIon with a peI,niI1ed building using stem wall
aJI1SIruction. I certify that III wi! be used only 10 fiB the 8f88 wiIhln the slem waI.
If fill material Is to be used in any area, I certify that use of such fill will not adversely affecl adjacent
properties. If use of fiB is found to adversely affect adjacent properties, the owner may be cited fcX-;,vioIating
the conditions of the building permit issued under the attached permit application, for lots less lhaitone (1)
aae which are elevated by fII, 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 cornrnencIng construction. I under&tancI that a separate pennit may be required for eIecIricaI work,
plumbing, signs, wells, pools, air conditioning, gas, or other insIaIIations not specifically Included in the appIIcaIion. A
permit issued shall be construed to be a Iioense to proceed with the work and not as aulhorlty to vioI8te. cancel, alter, or
set aside any provisions of the technical codes. nor shaH issuance of a permit prevent the BuIldIng 0fticiaI from thereafter
requiring a c:orrec:tIon of eITOlS in plans. constructIOn or vIoIaIions of any codes, Every permit Issued shall become invalid
unless the work auIhorIz.ed 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 (8) monthS after the lime the work is coh.mellCed. All ex1enSIon
may be requested, in writing, from the BuiIdlng 0lIicia1 for a period not to exceed ninety (90) days and wiI demonstrate
justifiable cause for the extensIOn. If work ceases for ninety (90) consea.dive days, the job is considered abandoned.
RE TO RECORD A NOnCE OF COIIIEN T IN YOUR
TO YOUR PROPERTY. IF YOU INTEND TO , CONSULT
B F REC RDING YO R NOnce
Commission No.
N8ne r:I NoBy typed, prinled Of slamped
...~~~ Bobbie Swetland
~~k1 MY COMr.:bruION # 200268763 EXPIRES
...f......~.... cry 2. 2008
.er..fll' BONDeDTHRU Tl/OYFAlN INSURANCE, IIie
N~ of NoBy typed, prinled cr slamped
..,~\'f""'" Bobbie Swetland
:}(tfJ.. ~~ MY COMMISSION # 00268763 EXPIRES
~~.~.j;yj February 22, 2008
"1.r;;F 'b,o/ 800OEO !1-IRU TROY f~1N INSUR~HCE, INC
.""1"\
CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
~w~ ~ ~~#
?7QoD r
-::. l IS 4r J~) '0 '-3'
THIS JOB HAS NOT BEEN COMPLETED. T .e following additions or corrections shall be made before the job
Will be accepted.
J
If/I ~erl-pr piviN'tI,,1y ,l~e~
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OFFICE HOURS 7:30AM - 4:30 PM MON,-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-0020 FOR RE-INSPECTION
(. 5,
It is .llnlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covel1ld, any part of the work with flooring, lath, earth
or other material. until the proper inspector has had ample time to approve
the installation,
INSPECTOR
-===-
Fee 'Sheet Comm --/. Res -
VAfLl G9tJ~ , \3wb ~ :2-
~ OOUt)tlr~'f. 4:> j/ylof6$l~A-\.~TFfL
Square Feet ?~
~
Dollar Amountq.,-&. ;:}
. C ~AY42..'T1i-
(Use System for calculation of fees)
Valuation ZiS/OOO
Radon
?j).~
Connection Fees
Sewer _Co,7 [{) ;-r5"
Water ~ .1,.-r7Lq.c>
W. Meter
(All Residentials - % ")
% (180.00) 3 &4 (Contact Louie) _
1 (250.00)
1.5 (650.00) _
2 (875.00)_
Irr. Meter
Irr.Conn
School
~
~ J!1
Transportation
:3 ,v ;e'fl. 5"(f? ,?,~'"
17) 711J vD
4}Db4?'"
Impact Fees
Park
Public Safety
t"7 r1.li- 17< I e;:b >oJ. -y
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::= J,~'\.f,~t>
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I ' IDc;. ~ '-Z;;,A-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
Permit Application Review Comments
By: Bill Burgess
bLbG 'd-,
Date:
lo~~:dD0
g
No Comments
Type:
--;--... h I ~ , f2 09
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vJ \,y, (1 ()?'-1 L, L\2J\r\ \ I:) I;) ,.d 0(0
Address:
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PERFORMANCE BUSINESS PRODUCTS. INC. 813-719-8008 FAX 813-7111-7018
CITY OF ZEPHYRHILLS
ZEPHYRHILLS, FLORIDA
~.I
WATER ACCT. NO.
DATE
/-2~'
OWNER! V ()
RENTER Pr-<2.'i ~...o;-\-'---u~+tCi"'Y'-\
... \::t~ ~
MAIUNG a/9a9 L, nC6/" Pl'La-
1.L)..o t:\ l~ Qho po 0.... I PL :3 354-Y-
SERVICE ADDRESS ~ -,q()~ Un l 1 'Jh ~ r<d - I5ld~ ~
[Y/"'WATER
SHUT OFF SERVICE
o
TURN ON SERVICE
u;v'
~
o SEWER
.............---
o GARBAGE
INSTALL METER
CHECK METER
o
o
~CITY
READ METER
o OUT CITY
-L No. OF UNrTS
OTHER
o
_ DEPOSIT AMOUNT
O/Ylf W~ ~
~" (O"33lf
_ AMOUNT LAST BILL
_ DAlE
_ MISC. CHARGE
WORK COMPLETED BY
& DATE COMPLETED
ORDER TAKEN BY
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept
Water Service Dept to sign yellow form & return to office,
Fire Chief Robert Hartwig
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041 Fax (813) 780-0044
Occupancy No.:
p,anNO.:$-M ~ ~
Business Name: ~ ~~cn
BusinessAddress: -
Business Phone No.:
Business Fax No.:
Contact:
PLAN REVIEW FEES
CtJll> M::~;~:nplans G;;>
t1 RevIsion .06 sf
STANDPIPE SYSTEM
o Per Riser $25
SPRINKLER SYSTEMS
o 0 - 25 Heads $30
026 plus Heads $60
FIRE PUMP
D Per Pump $100
FIRE ALARM SYSTEM
n 0 - 25 Devices $30
o 26 plus Devices $60
SUPPRESSION SYSTEMS
~ Wet $35
Dry $35
C02 $35
Other $35
GREASENENTILATION
o Hood/Ducts $35
iJO
PLANS TOTAL ~ -
Comments:
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
o System Acceptance $50
o Recall Acceptance $50
Billing Phone No.:
Billing Fax N~
Contact: 'I111I/L--
.
PERMIT FEE
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"
SPRINKLER SYSTEMS
o Automatic $15
FIRE PUMP
o Fire Pump $15
FIRE ALARM SYSTEM
o Detection $15
OTHER OTHER
Fire Wall/Smoke Wall $15t3 ~ LP G., $45
LP Gas $25 Natural Gas $45
Natural Gas $25 Fire Works $25
Fuel Tanks $25 Fuel Tanks $45
Tent $15
GREASENENTILATION
n Hood/Ducts $15
vD Kitchen Suppression $15
,.--rlc'(~
INSPECTION TOTA~ . PERMIT TOTAL!
/O~
' , ;tr,ve/-M
FALSE ALARM I
TOTAL
VUi~
Date:
Inspector:
~
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Rapt., 111_
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PREPARED BY AND RETURN TO:
J..ICII Pinon ,
AmSouth Blink - Consumer Loan Opendlons
P. O. Box 1184 "
Blnnlngh..... AL 35201
NOTICE OF COMMENCEMENT
Notice is hereby given that the undersigned will COIDD1ClI1Ce to improve the foUowing deacribed rea1 property situated in PISCO
County, Florida, to-wit:
a) Delcription of property: (SEE ATl'ACHED EXHIBIT "A")
b) Said improvement ahall COIISiat of:
Construction 3,000 square foot office building
e)
The name lIDIl addreu of the owner of said rea1 property is:
Wall Khan lIDIl SbaImaz Khan
6478 Gall Blvd.
ZephyrhiUa, FL 335'13
, ,
d) The ~ and lIdcIraa of the contractor is:
Varl Cooatructioo Services. Inc.
23110 State Road 5'1 #106
Lutz, FL 335'19
e) The name aDd addreu of the surety on the payment borid under Section 713.32 FS,I967 is:
None
t) The lIlIlne aDd addreu of the penon upon whom notices or other documents may be wved is:
N/A
8) The name aDd addrea of the penon(s) ~i8"'.tecI in addition to the undersiped, to receive a copy oftbe Iieoor's
notice as provided in Section 713.06 (2b) FS '1967 is:
AmSouIh Bauk "
Attn: Miles S. Burgos - Buaine8s Banking
P. O. Box 179
Clearwater, Florida 337S7-0179
h) Commencement on said improvement ~ be within thirty days from date of recording this notice.
Dated this _I Ot!L day of AoriI
.2006.
Owner:
B~ lvoJA'IA ~~
Wall Khan, Individually
By. ~{~
SbaImaz Khan, Indivi y' ,
STATEOFFLORlDf~
COUNTY OF
Sworn to aDd subscn'bed before me this 10th
~orhasprovidod
~~ "
No lie -
M commission ires:' "~~" Tracy A. Hudson
y exp ," f~~~-:'o C,nl~.!.~lon'DDI69S29
~;;,. 'f!;! !Z"ili:~.:J-.':e 21,2006
;,~;,;~~ gw.... TIwu
""....\. A1IIaIiD Baadlaa Co..IDD.
day of Aoril . 2006 by Wall Khan aDd SIWmaz JCh... ' who Ware penoaa1ly
as identification.
OR BK 6951 PG 657
2 of 2
EXHIBIT "A"
.
PARCEL 3:
The East 70.00 feet of the West 275.57 feet of Tract 1, less the South 100.00 feet thereof. and Jess the North
15.00 feet thereof for Daugherty Road right-of-way, said Parcel 3 being subject to and 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 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 being further subjectto and together with an easement for parking and
access in C01IlD1on with others over and across the East 321.84 feet of the West 351.84 feet of said Tract 1. less
the South 225.00 feet thereof and less the North 15.00 feet thereof, said Tract I, being of the map or plat of
ZEPHYRHll.LS COLONY COMPANY LANDS. in Section 3. Township 26 South, Range 21 East. as recorded
in Plat Book 2, Page 6, pubic records of Pasco COUIlty, Florida.
Property Address: Daughtery Road
Zephyrhills, FL 33540
Initials:
/~
~
STATE OF::'~OnIDP.
COUNTY OF PP,SC:O
THIS IS TO CEIJ'iFY -r"i\T THE FOREGOING IS p"
TRUE AND CORRECT COP\, Of' THf DOCUMENT ON FILE
OR OF PUBLIC RECOR[/il',i (HIS ()FF!C~ITNESS MY
HAN~l~S"I'L ,,',:4:S...:LL. DAY OF
,_.",--- ~c.&
JEOmcl AN~i'L~'\K ',/ c;qrHT,G.OURT
BY' /\)
. -"'.' -.... - ,.... '" ...." ~ l:JTY 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 I 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@cLzephyrhills.f1.us
From: Karen Miller
Sent: Wednesday, October 25,20068:32 AM
To: Billy Poe; Todd Vandeberg
Subject: Daughtery Road Professional Center
t).K..~....~ 1t?/&?IOLo
@. 1\~;;l.'1/~
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
23110 State Road 54 # 1 06 Lutz, Florida 33549
(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.
Sincerely,
~
President
Vari Construction Services, Inc,
/~
Florida Eaer2v Eff"Kiellcy Code For BuildiDt! CoDStructiOD
Flerida Department of Ccmua.aity Affairs
EaergyGa8ge FlaCom v 2_1 FORM 480A-2004
Whole BuDding Performance Method for ComlllCreial Buildiags
Not Effedive Before JDIy 1, 1005
J1U'.i8dic:tioD: ZEPHYRHILLS, PASCO COUNTY. Fl. (61 1600)
ShoriDe8c; 0fIb Bm1diDg p.qject: Doctors Offux:
Owftelo't ZcphysbiIb 'Prufi:ssionaI Office; Ccater
Mdress: ~ Road - 3flqO~
Enter Addn:ss here
City; Zeplryrhills
State: Florida
Zip: 0
1)pe: Office
Oass: New Futishcd building
PermitNo: 0
Stm,,-~ J
*CmwlitioDedArea: 3060
*CeJad.... Une-.a Area: 3060
M8I T....lI~: 3.0 Cd' diffi:ra1t.. ~ in)
· ---.....
lI'CII. DaI:IMt iacIadc
1IIlIII~_
Compliaaee S8..mary
c..peaeat
Gross Enagy Use
Desip
2,321.76
Criteria
~S4.23
ltestdt
PASSES
UGHTlNG CONTROLS
EXTERNALUGHI1NG
HVAC SYSTEM
PLANT
WATER. HEATING SYSTEMS
PIPING SYSTEMS
Met all required compliance from Chedc List?
PASSES
I'ASSFS
PASSES
NODe Eatered
PASSES
r!7=
IMPORTANT NOTE: An inplll report PriId..out. from EIfeI"I:YGtuce Com of
this design bailtIing IfUISI be sllblllitted IIltmg witIJ t1Us CompIUfIIce Report
4/1912006
~~,.. .z..
COMPLIANCE
TION:
I h8nlby carIiIY that 1M __ and
............ CCN8I8d bV this ~..
in c:ampIial.c& wiIh the Florida EneI1W
EIfident.y Code.
PREPARED BY: Todd S. WIIIoa PE
DATE:
I t&lIby certify th8t
wiIh the Florida
DATE:
If required by FIcridB _. I hereby C8Itiry
compliallce wIh 1he FIodda EnefIW Code.
ARCHITECT :
E~SYST.EM.DFSJGNBR:
LIGHTING SYSTEM DESIGNER:
MBCIlANlCALSYSTBM Di'SlGNER:
pt,UMBING SYSI'EM DESIGNER:
Review of the plans and spedficaIions cowred by this
caIcl~ ill. n & compIia.a wiIh 1be Rortda Energy
Cade.. Bebe c:onlIbucIon is CCIl1ll1elad" tis tIUiIcIng wi! be
==F~-~~--
BUILD1NG OFFICIAL: 0,
DATE: . ,,/0'"
REGIS'J'IlA 'I1ON
AR1397S
n 5IgnIIIbft Is IIIqURd IIIheIe Aodd8 u-~- deIIIgn m be performed by P'(( ~ ad dEign I'd ~)o.....
lJped names and J~' runbas m8f be used when! al18Iewant IIUna1iotl S o.bId8II\ed CD ~
plans.
4119a006
~~1I84dl
2
G~NIKAL ~~KMll IlN0
P('~flC:(J COl.)I-..jTY' ',' FLDF~IDp.1
CClNTF~{iCTOF~ ~~::
Nl:lr.iE:: E::/'-K,iINEEHINI3 CON:::1TF~UCTH)N
~':,DDH:~ 6fl4,4 I){~IIF~Y F,:O(.:ID
C/ST~ ZEPHYRHILLS, FL 33542
FORe ZEPHYRHILLS PROFESSIONAL CENTER CHECK H 3609
DI''1UGI-ITEPY FWI{:il)
{lCCNT
TOT (.'~J... (.~l\iOUNT::
COMPN'r' I{~CCOUNT CEt.,JTER
BI02 - 329500 - 2
::'j() .. () ()
(1;'tjOUi'.lT
::'iO .. O()
:L ~.~ ::~.;
F;~ECEII)ED BY'
DA"r"E::: OEI/09/06 "Y'J:ME:: ()9::5~;~
P(.:IGE:: :L CJF :!.
If;~:H.JE OFFICE:: N
~:ECEIPT i'.IUi'>H)P:: (109c')O~:jB4
OFFICE~ NEW PORT RICHEY
DESCRIPTION/PERMT DATA DR/CR
RIT-O-WAY USE PMT 60
PASCO COUNTY" FLORIDA
INTER-OFFICE MEMORANDUM
TO:
patty Camp
Development Review Tech I
DATE: 9/14/06
FilE: TRQ6.:2na
FROM:
SUBJECT: Daughtery Road
Zephyrhllls Professional Center
REFERENCES: Right-Of-Way Use
Permit #30068
The Tra IC Operations Division has reviewed 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 e}(pense.
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 SAM 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
RECFn,'t:D
SfP 1 5 2008
PA.:;;, . ..,
Pasco County, F~orida
Inter-Office Memorandum
TO: Patty Camp DATE: 08/0~/06
Development Review Tech. I
FILE: RBRW06-453
~~
FROM: ~ Rydzik
Public Works Director
.so:s.JEGT:ROWPEmaT 4#30068
Daughtery Road
No JU%:isdiction
RE~CE: DRR06-431
Pl.ease be advised that the Pasco County Board of County Commi.ssioners has never
all.ocated Daughtery Road into the road maintenance program.. Therefore, Public
Works has no jurisdiction in this matter. -
TR/dt
RECEIVED
AU/J 1 5 2006
PA..
-....
~.. ". i
. &LgPMi:NT Rs~E.W
FAX NO. :8139915128
FROM :UARI CONSTRUCTION SERUICES
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i FAX#: 7~7-815-7000 FAX#: 813-780-0021 :
: DATE: 1i~l-06 # OF PAGES: ./'I i
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: MESSAGE: fI#ppYNovcmber. We~inneed4addres9esforthebelowproject. If you :
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: have any questio,s, please contllCt.us. 'Think you- I
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; ParcellD: O~~26-21.-001:O-001.00-'OO'J:O -Unit 1. -.l31QOO 7Jt4'ffrfery tcd..,:
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O~~26-21,()OrG-OOI00-0040 -Unit4 -)3 7 q :J;}
Ccbmercial- Medical Offices
I'
D~tery Road
NOV-02-2l2l06 09: 01
PASCO CClLNTY DEU REVIEW
727 815 7000
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Phone: (813)-789-0020
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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
\2-("1(~ - f..)k5u..b~
~
We have received the site work permit for the 4 medical offic off of Daughtery Road. Could you please. respond
back via emaH advising that we can proceed with site wor at your department has everything it needs prior to
this (Le., approved construction plans, letters). Thank u.
. fJvp1~(rh:j
f)J&LfJ COc<,\ 1/& r'l ~ + v'l D
C ~ O~ TSS4~d, V-,J-;!
r-te~~ L~-f) cf C-e<f,~Y i
p t7L 1[: f ( 5 uJ:ti ' CJit ~orfJ /d:
per 5DCf. /I. oJ. 07 ~
~ (D/&s 0(0
.m ..,......,."" ...."." ....m "'@'-'i"\-~';;"q7~
Infrastructure work I site work can proceed if Bill is Ok.Ju. s. t:n...o-.Ys.Jructural,..~ork,unti. the,Finakp.lat 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 Peei Todd Vandeberg
Subject: Daughtery Road professional Center
Karen
10/25/2006
Karen Miller
Page 1 ofl
From: Todd Vandeberg
Sent: Wednesday, October 25,20069:17 AM
To: . Karen Miller
Subject: RE: Daughtery Road Professional Center
l:Z-( '7(o~ - f-.)c:k- => u..-b ~
~
Infrastructure work I site work can proceed if Bill is Ok. Justno'structuralworkuntibtheFinalplat 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.~~~It::>I~19(P
@.1I:~q/~
We have received the site work permit for the 4 medical offices off of Daughtery Road. Couid 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
23110 State Road 54 #106 Lutz, Florida 33549 (813) 973-2657 Fax (813) 991-5128
Quality, Integrity & Customer Satisfaction
January 27, 2007
uP' DO tJO lar
~" J.~/~.ol1
tip'" ,\\\~
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.
,/~.:-.d ./~
/ ~A- Ojl'~
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.
~
N tary Public
~J\ latn E. Pr.aw
. ~j My CommIasion 00242851
~., ~ Expires AugUllt 21. 2007
~~NIKA~ ~~KMII lING
P('~S~;D COUNTY 'I Fl...mnDI~1
CClNTFMc'rCJF~ ~l;::
Ntf:lf.iE :: EI',I(':; 1 NEE~F~ I NG C()N~)TRUCT ION
.ADDR=' 6844 'DAIRY ROAD
C/8T= ZEPHYRHIl...LS,FL 33542
FOFi::: ZEF'I-'j'{RHI LU:l F'FWFE::~:3SIm...J.f~1... CENTER CHECt.:: n 3609
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DA1"E::: 08/09/06 "yoIME: ()9::5f3
Pt:'.iGE:: :L OF :I.
H;SUE OFFICE:: N
RECEIPT NUMBR: 00960584
OFFICE: NEW PORT RICHEY
DESCRIPTION/PERMT DATA DR/CR
RIT-O--i\h~lY um~ Pl'rfT 60
I'rojt!d: 0ftIee .8ddiItg
Tille: .DocIon ()t'fiq
Type: 0I&ee
(WEA fie: T.---~
Whole BaildiJag eompliaaee
DesigIt Reference
Total n. 73 llJlLtItI
$2,321.16 SZ,Js.t.23
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ElK1'RICITY(IIBIuIkWhI$ 98.13 .80.8
) ~7&UO <t6$% ..
S2~21676 WSUJ
--
MEA LIGHTS 2S.9'7 22..:>>
." 821M .......
.
$611.62 ssua
p- ..~
rase EQUFMT J4.S1 14.S1
6.12S.8I 6,725...
$341.63 $342.3,
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PIWS&1aC U6 8....
1S.II 26..88
SLZ7 11.32
_.,~ ..- -.----
SPACe COOL 2'1..lJ %7.99
''Z.~,.tO J2.96UI
W7.6J $6st.,?
..---..-- , -
SPACE HEAT .." LeI
..eo 462M
$11..59 W.S2
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'lElll"FANS 30.27 34.e7
1.....5.. 15.76'1.10
1711.." ..2.54
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!Credits & Pew.'" (If any): M...i6ed P_ts: =tI.'4 I PA.SS'ES I
411912006
~n.c... 21M .u
3
. Office ~
:n&: Dectors Oftice
!JYPe: 0fIlcc
.tUiv.. Fill:: Tam u.
External Ligltting Compliance
:Dac:rlptisa Cafegory ~ Area orLaaeUa EllA CU
(W1ll.it) or No. oro.its (W) (W)
(Sqft or ft)
Ext LigIIt 4 Building EaIraDce with (or he 3.00 300.0 900 100
st.andintJ Canopy
:.... : - (W) J PASSES ~
-(W)
Oftiee ..._
'1'iate: DodDn 00ice
Type: omee
(WEA File: T'--- --)
Lightillg Coatrols Complianee
AI:roIrJIR AIItrae baa'" Ana No.. of Dcsip ... ~
m (tq.ft) T...t&s CP CP aM:e
PrOZolSpJ 16 0f6c:e - Open Plan 3.060 1 11 2 PASSES
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411912006
~..~ 2814 Y2..1
4
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(WEA.11Ie: y.--->
System Report Compliance
-- 1 ~l Coutaat V-..c Air Cooled No. ofUDits
Split s,sa. <6se. Bau'hr 2
o.....t CateJery c.p.aty Daip - Da:ip IPLV eo.p..
Elf' Criteria IPLV Criteria &a.ce
Cooling System Air Cooled <: 65000 BbJJh 13.00 10.00 11.70 PASSES
CooIiDg~
Heating System BIectric F'IImIce 1.00 1.00 PASSES
Air~ AD- H.ndIcr (SuppIy)- 0.80 0.90 PASSES
SyaIe -Supply <:'.oMt1flf Volume
s,... % CoIadaIlt VoIuIe Air CeoIecI No. 01V.
~ SplIt s,steBt < 6511I BtWIIr 1
c-r4M*t CaacaerY &padly Daip Elf .... IPLV c..,..
Elf CrIteria IPLV Crttert& IIuee
CooliDg System Air-Cooled < 6SOOO BtuIb 12.00 10.00 11.70 PASSES
Cooling Capaci1r
Air HaPl:Uiog Air HaadIcr (Sappty)- fUIO 0_90 PASSES
Sysaan -Supply COII!lI8Id Volume
I PASSES I
Plot Co1apliaaee
a......~ IIIItaIIcd SbIt IIesip Mill Desip W.. CatcgoIy CoIIIp
Ne Eft' 'Elf IPLV IPLV IIIHe
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WrM:iC Beater I BIa:Dic watcrhcaal:r <t=> 12 [tWJ 0.90 0.88 PASSES
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(WRA Ji'iJe: Tampa.u.y)
Otller Required COlDpliaDce
Cakgory SedioD R.ecpIireIaeat (write NlA iIIlJoX if BOt applicable) Otedt
lAfiItnW.ion 406.. lnfiIrration CriIleriB have been met
System 407.1 HVAC Load sizing has been p:rformed
Veodlation 4~U Ventilation criIaia have been met
ADS 410.1 Duct sizing and Design have been peifo.l....J
T&:.B 410.1 Tc:stiagaod 8Mmcing will be performed
Motors 414.1 Moaor dficiency aireria have been met
Lighting 415. t LiJlbting criteria haw been met
O&M 102.1 ~~~lOC' manual will be provided r.o owner
Root1Ceil 404.1 R-19 fir RoofDec:t with SUIlPly plenums bcne8Ih it
Repon 101 Iq1ut lleport Print-Qlt finm EnergyGaoge Fl8Com aaacbod?
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MAIL TO:
I'ASCO COUNTY D.
WESTPA~GOGO ..
7$r30I,l'l'TLE'ROADi
NBW PeRT RICHEY, 4
(727) 847..8142 (352) 521-514\UG
RIGHT-OF-WAY USE PERMIT #..3ovfotj(
, O.COUNTY
PERMIT-
"Sunshine'-One Call"
(800) 432-4770
-48 hours prior to excavation _
.0. ~INSTRUCTlO~S
Nocxmatmctioo. unQm;' ; r~:be~lished ouny County Right of Way without:writtcn'
appm'Ylli.from thllCOul1tt~~OJ1~p~ounYCountyOWlledlUghts of Way sha1l fiImish a
d~drawing~thit .. ..' ..... ...... . ..'.... ,:WCll:kml4"8~~~1o;dIecountyforreviewandapprovalpriortothe
commCIlcementof any"Work.. A copy oftlill,pel'DIft'maatlHikept1'llildfl3lliVUJjbleat1heliteof the work at all times.
Sec. No. .3 T26 .. R 21 County Rbad Daught&rYRoad Date 8/1/06
Ppnnit for ZeDhvrhUls ProfessionalCerrter
(Project'Name) ... ...
L()CATION(Lepl Description) 550'West.of US3010n the South side of Daughtery Road,
P~1'1l1issiojJ. is hereby granted toZePhyrhllls,PrbfesslonalCenler LLC
~8ID.e ofPCnnittee)
of 1131.0 Grandvlew.Drive.,DatleCltvFI.3S525 for the constmction and maintenance of
(Addressofl!erIriittIle )
Construc:tlonOfDrtvewayand a.sldewalkto aCOl11mercial.projectlocated In theclty.llmltofZephyrhllls on the South.
(DesoijptionofWlli:k)
Side of Zephyrhllls.
Subject to the fuUowing conditions:
1. The CODiltroctiOll and IllAinleDanceof such utility shallllOtinterfere with the..property and rightsofa prior OCCUplll1t.
2.AlI worltsha1lbedcme in kellping with,thestalidards of Pasco County and at the satiaf'action of Pasco County; who will be.notlfied at
leaSt~day:priorto. conunCIlcement ofCOlllti'llcijon.
3. A1lmaterili1.lIiid;,equipIIlentshallbesu&jecttoiu,{l~ by l>asco County.
4.Durilig constrtiCliona11~reguIationOfthe~claDepartmcnt of'Transpom.monsha11be observecl;and Pasco County'hall be
" Rl1ieveilcif~~~;fil>m~"I,e,~:ri~DamreariSingfrol21!.1hisJlcnni~i'.S~j~,tothe.$lIII1e.tennsillnd.conditi~.~
(\'r)pcrmi... t,.."h..~lder. ',m., ..ay..~. ~C1liSlili. .~.... .i~.i..... .'......, ....,;iiriCluiliIlgP1acin.. . gand diSJlIaYOfcanti.. 'onsigns.as. it may deem. ne~ in conduct of
~ ctlpsttbctiun;anwmamtenance:W01X~. .
5.AIlP~andalJiPIl$O~ipn:JJllli'tyIhal1~~tojtsOriginalconditiOll"as :fiIras.practic:al, in the OPinion ofPlI$QoCounty.
6.1Il1lil!!'Jm . . ....... lItiU1lS~beJ8idJlt,SUChdepthasmay,bespecified;byp8sco County, unless otherwisuut!1Qrized.
. ....',. '. ~eriCO~'J'!I8.dlilhallbe;byjlicklu.g.aDdbll~'.01lly. .
7. 'Ihe~.:... .....\C.to. ur.. ......CCIjU...........:~...eovermg.................th...e... d.....ew.....u............ CifWs. .....'inaWI..... '... mo. n.. .8hlill... '. be..... ..Dutd. .~... .a.......JIllIt..O.. t.~. .On-...........pcI'IIltf....... . .....This.. . ..p. canit....... '..is...~.. . 'With. ,.thl!
qndenltainlill,gtJ:lllt;thll~licatttbasnotifie'd.auothllr,11ti1i:t)r,.usersin;the.area~f1y:th~,~,and.UIke8f1J1]'1'eSJ$jBiliiJity fur
lII1y~~~;prior~uariisiiltofhis!oper8tiinu. ..He .'. ,.:~~,:futiw~,iu1.yanda11
utilitym-1II1d~d;~.(IflUs'ptllpOsed~iiIt~.thl'ly. .... :~:fI)e~intenlStll'
8.ItiSexpresSlYStiPu1l1tlld~this~~a:I~for'peJ:lDis.sivellSeol1lY".. .. ... ...thtP~offacnmes updnp1,lb1ip P1'\lperty
pursuantito'tbis.}latn:Ut~l1cltO~tcl,~'PttQvest.lIIlyPrqperty,rlghtinsaid :holdla-'
9. w:h~everPascoQ)1Il1ty dec:ideS,to:titttlierllllplmttlUleountyiR.i8tiisor,Way;iIJ3'll1'1i!lOfS8idpoles,wjres,piPcfs; Q81\les or other
t8cilitiesand,ap~ces'.~~i.Sba11,beiDmi,;d;~YnimoVedlioins8ill.'RightsofWay. or 1'eSQt or relocated
thOlll(lJL:llS~W l! . . .ili. '~&i7. . .. ..,
ID.TheholdehB1i~" . ~claims,orinjunesth~ may occur by !'Clason dfthe
co~
11. '1'hehOllf..8liIIl1~~et#tlie'~~~f1liI130/60~1l1180clayS',orthisll~ ..' ..,become null and vOid. In tbuventthe
worltrequ ...... ..'< ,.e', "., .., ". .. ,'.. ..',.' ...' '. ..< ' ,$hilll.bavetherfghtto'COmpletestiChWork
andto.~thOiholdel"'t'fJflo . . . .;lD~~i~lCtiUaillWorlt;
12. The. ~~&1lJlOSfa:~:Or . .., . .,.. ......... ~gullflU1tee'~:tbil CO~.Clerk.Basedml.a cost estimatepreparedbythe
penniUllC'.~CIlgIll~ and8pplUved,ti)i .. 1lIity. . Ihe8ll1ount oft]1e.gDlII'lltlteeis.to be 8I1amoUl1tequalto 125.% Ciftheaist to
conStrudttbil.pemiitted~eiml.JJfthll~cai.tasriregr.boAA ~posted;lhosaidstJnltybcindshaUbeDJ8d., Payablll to.fP8sco
CountyazidshaUf.illlijllte!he;~,~ hO.liitheCOunty.hann.\ossin:1be.ilVentthc.hOlliorof1hisPemlitshould 1ai1tQmeet any offis
ob1i.8lltitms.l1eretD1l1er.. TJi~'.bo~.iI!litlalllo~PiuCO'Countyfor allcourt coitS and RllISOnab1e attotney fees in the OVllDt
1eplactionisreqQimt1tl.'1lO1ICtltOD.~d.boi1li.. . . ...... '. ... .. ... .
13. thIlP~Sh811'.~'C88hor~....el:.rfmaill.~ce..guarantee withtheCo1llityCJeric:.~edona.~e$iInateprepared~y the
peIDli~'i~n~;and ',.....'1l)rit.beco~.)l'h . 1JUil10,~,gulInU1tilois,to~an;llll101Weqwu to15%'9.fthe~st to
constru~the ... '. .. . .w '\l:!ondUs:pOSf:editSIWI'lD~ll1J.thecriteriaStatelfinNo. 12 above.
14. SPECIM,COND, .
StiblI$edby:
Fed
Paid:
R.II
3). dtJ (!:L)t ,,~
.r .. I-L.J a~
9~ tJ:nfr . .
,
LeonartlZUllo. Pres.! ECC.lnc.
PriJ1tNameamJ Title
6844 DaJry.Rd.,Zephyrfjll/s Fl. 33542
.MailingAddiess (S1ree C'
813-71S;;~~1 . . t, ft:Y,State)
: Telephone NUlDber (Include Arell Code)
161\ 01..\16 t., 21 .B131t5.m E>i"il>eE1U"IG ro<ST .. . "U!r~"
.' ." ...' ',,~ Otl1""~~St Floi:ida" 2319B11)Adstr.~6rQo~leIFloI'ldS346~
, . \.. . ,'u. U 1 W ~ .'.. (:!I8~) rg&.7J11. ot 1~~476 (F1. only)
. 'U ~ter Ma?Jf1g~t [)i.StrtCt ' SU~OOM 62&4150. TOO ryr(rJ :1AOO-~1-610a (Fl onl~)
, . .... _ ~~~.''''''''''''.~''' . On- JnttrMtllt: W!t8rMlI1:ters.t;lrg :
. . ! ~_UIZ1I" .~.:. ~~' ' .
, " HI!Ul ~ 11M....... arn.- . i.AIIlIID .....011 .... ..... JItrWllIO ~ ' .... ItInIIMl 0fftI!6 ,
, ~ :1,1 ,~,IIW~.&/. i8lXlwntFIMII'fI~f'Ilt: srSlHtI.I~lIel\Dllll 7;01~3O'lNorth
~ Bl 1\lWj_~aeaoo-1'f(1O aub:z26 ," s....t""'I'Ia.~,J.l. '"1.\~.n,,,,~"781l\{1
(& S)....~ Of ' \..tCIlllD. Mtde S404M..eIl70 (~} m.37'22 !II' (813i __"'41 Of ' ,
;Ir >>4010'88211\. 011~? ~~!I:iI:l. il..aoo-3200ieC3 (l'L onlr) . 1~1I7 [Flenly}
SI 100M ~ ea1-l1271 $UNOOM ms1~, 6I)tDJN !78-llO9'O
~ ,RECElVED'
, ~UU 0 3 200~
........ "".....11
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l.uOl:'1lt 2, 2004
Il'Icm.W. "Wlatllr
)181 Snver' Oaks Boulevard
~phymlll', .FL 3SM1
;5LtJJect: ' ~otICfJ of Final .Ag&nQv ADtiOl'l for ApprOval
ERP. General for Minor Systerns.Modlficat\on
Pemllt No. 48022591,001'
Project ~ame: EMt PCII$CO Pro_sma!, Park
County: , PI!I!lW
8eC/TwplAgo:, 03I26S/21 E
pear Mr. van~:
, '
This letter constitUtes notlc~ of Finsl AgenfiY ~~on for approval of the permit reterenped
JboY&. Final epptOValla ~t upon no,obJedlon to the [)istrk:t's action beil"l~
recelvecfby1he OIstr1ctw~nlntl'le'~rne, frames desortbed,below.' "
YOU or 'tr'J pal'tlOl'l WI'lose subatantlial inte"" arG effGOt$d by th. DiWlct's action
regarding a permit 'may req~1t an tadmlnletratlve hearl1g In aooordanoe wl'lh Seetlons
120.569 and 120.57" Florida 6ie.tl.Ite (F.S,), and Chap*, 28-106, 'Florlda AdminietratiVe
eo. (FA-C.). of tI"lO Uniform Rute; of PreoedI.11'O.A reqUOl;ttfOr/'!oarilrg must: (1) e1lp1sin
hOW the ,ubstantial inre,.f$ of each pl)f'Son r9qlJUtlng m, /19Q/1ng wll! be .necttd by.th.
D/sfritJt'I' aolfon, Qr proposeci actIon; (2) stat8 all msterilal fsets dfIIpUted by thepIMScNl
TfIfl~g the hctHIng or ~_ the.t thef8/W no dlSplJti'Jd faOta, and (I) 0ftrfIrWI:st: c;ompty
with ChI.' 28-1 06, F.A.C. Copies ofSectlons 28-1061a01 and 2&-106.301 "F .A..C. are
enci088d for yaur reference. ,., request fOr heMng must be filed wit! (receNtd' by) the
Agll'lcy.CI8rt< Qfthe DIWlOf at the DistriCt's BrooksVill& IlCf(hII wlthin~' day&. 01 receipt
of this notice. Fl!Celpt is deemed to'b~,~he 1Ifth day llfter1hedate on which tl'l!l!l notiC9 is:
d.~1t4td In 1he Unfted Sta1es mill. ,FilHure to tile ra re~8t for hea.'t'1g within this 11me
period IIhaII conltttUW e' w.tve~ of any right you or tlJCh pertOn may I'\~ to request a ,
hurtiQ undl!ll' StctiCM'I' 120.569 ami 120057, FS. MedlBtion pi.trsual'rt w'Sdcn120.67;J.
F,S:, to eeula en admlnlstra6ve dlspUteregll'dlng the DI81I'ICt'I actIOn, ili this matter ia not.
avaIlable prior to the flling of a request for hearlng.' ' . '.
Encloled Is a ~NPtiCl~g,'pacl<etrt 1hat P.l'ovIdes ~atbn rtig~ln~ t~~ D~~ Flule . "
400-1.1010, FAC.i,Wi"ioh addre~ the notflJeaIiO" of personswtlose substantial
'interlStl mayb. affecteCI by the Qiltti;:t'S I!ICtIcn In this minter. Tl'te'Pmlket OorrtIIns '
gUidlllnss or. how to provide notice !3f.th. OlstrtotS actiO!"l, and a I)otlce that you may use.
.' ." . , . ',.," .
The .,clcsed appl'O'ltCd conStruction plml$ are p.ii\rt of the f'~1t, and constrUCtion must
be In.lKlC,OtC8i'1C6 with ~~ plm1s. '. . ':
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te/lB/2ea5 ia:21
8131154812
ENGll'oEERIt-IG ct}.IST
Pl*it. t:I"
Permit No.:' ~ !691.001
, Augf,Jlt 2, 2004
Page2 ':', ,
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, Ifyau h8Vlt ~JI one concerning the pert1)1t, 'please eontaei Morlti G. A\tter. P .Eo. lilt h erookBv11e ServlOe '
otficIe, e,.nslO1' 4381. For a8!1St8nce with. ~entII con_e; plOase contact L.eonal'd F. Bartoe, P .W.S.;
. exLeneion,4952. '., :,," . . ~ . ,:
SlngnJyl' " . .
...%~0~~........... ...
Henry Robert tL I. P.li.;:D1r.etor ' '.:'" . .... "
B~~I,& ~l ~Ql') Depat1rnent. ." ,," \ . '
HRL:MG"~lkW . . ., , . .' ::. ,,' ..,. , ':'.'.. '
'~Io&LlI'bB: ',~ Perml w/CCri1itlono Afttched
, . " ~~ ConltNCtlon Drawtngs ,
, " . ..' . ~entofCclmpletten ;'" '. " ,',"
~ ,of Al,IthorIz11tlo \0 Commf!lnC;e OonstructiOf'l' .
" , ..otioll'(l PacIC!l (42.??-009) ,,' ,
., ~ona 2tI:-106.201 and.28--1.06,SO'l F.A.,C. .
~nc:', PIe Of f eccrO 4eQ22597'.OO1,' . ' : . .... '. '
, " ~otlert '. Green, p.e.I.Englneef1n9 CoI'8l\'uOtiOn CorlstlltarTtS, lno. . .
. LaoMrl A. ZIJDo, Ef\gmeerlng Construction Consultlrrts. Inc. ' . .
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ENGINEERING CONS'
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SOlTrHWEST F'LORIDA WATER MANAGfiMENT DISTRICT' "
, ,ENVIAONMENTAL RESOU~, " . , "
!~=AAL FOR MI,NOR $URFAnE~ATER MA&f'GEMerr SYSTEMS ,,'
, PERMIT NO. 48022.597.d. " ' '
LEXplndioh ~ ~,AugUst 2', ~ . _ I, Issue-~: ~UguSt 2, 2004:
,- . . .'
. Thi9 p.nn" iC ,_ u;d under tM pro'Y\8lQns Of ChaptQr 37s, FIOfiQa StQtUtes' (F.S.) arid tOO FtUtes. Contained :
. In'Chapters 40C 4.,d 400--40, Florida AdministratiVe Code (F.A.C.). .Ttle permtt au~orlms the Permittee
to proceed wItt1 ~otlon of a surla~ ~ management.system in ~rd",n~ with 'the Jnforma1ion
outlined 1'Ie.t'el1'l1 r'lClehowa by.ttle e.pplioatiCtlt IJP1:l'roved dra1\llnQSt plans, speoiflct1tlone. and other .
. documents, atU lh8d tl~ and ksPt on 1\1e et fr.1e'So~est Ftortd8 Wat~r Marwger:neflt ~rid
(OIstl'iot), ~l. I otherwige .stated by permit 4PeolfiO eondltlon. permit Issuance constitutes ,cert\fiC8t1on of
, . aompllsnoe witt state water q~ity standards under Seot\Oi1401 of tM Clear- water ACt. 38 U.S.C. 1, a41 .
A11.qonat1'Uetton qperatlon and mllntenance 01 me- surTace water mM8Qement syttem autholUBCl by this
'permit ahall occ II' ~ oompllance wtth Florida Stliutes end AdministratIVe Code'and ttJe COl'lditionil Of this
" permit. .' ,. ,.'
, ' .pROJ~ NA. S: , ' .' Ea8t f'UCO Professlon~ parK
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GRANTED TO:
Thomas W. Van.ater ,
61,51 Sliver Oaks SOUlevard '.
'zephyrhlllS.,fl 33541'
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, Thamai,W. van.r, ; .
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COUNTY: '
s&C(1'WPIRGl :
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, "TOTALACRSiI oWNED
, ,OR UNDa~ Ct NTROL;.,
PROJecr,81X i:
Pasco .
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. 2.59
, '2.59 An',
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LAND USl!!~, , ' "commercial '
, _,DATE APPLlC: mON,AL!D: ' ~y a, 20t>.4
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1. " . If tl1i ( mefatllpoOf tne PrOJect 1l.i'ea'ccWered by the 'sUbject'~it i. dIVided, ,With som~ ~ther ' ,
',", . ~en tI' ! permittee becoming il'lfH,wnet of part of , the project areil, tt11$, perrnlUhall tel'l'\'Ut'l.., '
. :pul'lur rtto.~ 400.'.6105. F.A.C, In l!Iuch sitUatlonl, each land owner shall obtain a,permit' ' .
" . . (Wh~ nay be a m~lIcatlO~ '?f this P,trmlt) for the land owrtid by !hat plrson. This oondition' 8haI('
'~.ap Iv to the divisIOn and pie of 1918 or unl\S In residential eu.bdl~I8IO~ or ClOf1dom !n1ums.
, 2. . Unl* ~ed d1Ii~rW\se ~~re~; ~ '~j~' ~ all~~lTTlatlQ" 'and ,~ reqU~ ~ this pen-nit
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ENG:;:~IUNG CONST
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2379 Sl II.cl StrMt, .' , I,
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'The pel nit n\l'nb6l', _ of report or'lnfomlldlon ana'avent'(for I'8Clirrtng rePort or Information
: .,' submltl ~'~~,blf!:fenttfied-Qndllim~~O?"and~SUbm\tlOd." ':' , " ::',:.,
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, .' 3.' , ll1o-~ T11tlsi1~lIll._lrdhedNlgn.n9fn8er"or'~erprofGl8lonJlenglnearregllMi'edln
rtotidl. to conduct on-ltte ~IN8tIoot or (lOn8tI\JCtlOn ~ ~,With tne. ..bull cerUft:8tion, '
reqUtI'8l '.. Of thi! prClject. l1le permittee fJI\aIl1l'lforttl the D~ i'1 w~ Qf 1h& n~el IddreSs
, ' 'and ~t n' nurntler ot-1he pttlfeeeionel engll'l"r 90 employed, 'ThelnfcrmBtiml sttall be sUl)m!tted '
, prlol; to :onatn.ICt1On. ., ' " ' ,
, 4:.' :withln 6 d.lift8~ com..ion of ~~ .Of'h ~med' aGilvit!; the,p"m~ $h~t'8ubmit
, to 1!W'E 'OOkslAle ServiCe Offjce .6 ~n ~ent o! compl~ and certtfIcation by a reg~
prof" onel engineer. or other spproortate it'dVICiUII BS .tIttl~ bY law, Util1%lng tnl'reqlJred
: '$t&bI'l'\ tnI of .completlOn 'anti ReqUllllt for Transfer f~ Opeta1lOt\ I!!ntlty fmm identlfled'ln ~r
. 4qD-1- al. F.A.C., and slQnlKl. 'dated end.adlRd..;wIt cnwlnoa., '"me ..-bUIlt ~ng. s~aJ1 .
..Id~ any ~ tram tr:I~,~ CQnSII'1:IOtlOli dr:aw1DgS.: . " . .' "
.5. . . ... tlIoi:M Iital ~...~ ~;;';"~tlilio ~;u;;;,,1Il-"--"
, .... tt1e poll~ removal efflolel'lCN,/)f the surf~ water. m~~8lnGnt systent, The Permittee
, : "may tll .requ\rad to cooperma In th\4i r8gard by dQ\W\g on.s~ lICCe8fJ by clBtr'lCt'repmentBtl(/8S,
" ,by a110 rit'g the Inatalle.tion and opecclon of t8stIn; w.t mOl'llt"fir,tQ tqu.~ent,.,."d,by al~t.lg
" oIh8r. ~ mcauutes. as ~ on sie. , ,: " '
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fl, '" The 01 ..n end mBl1'ltenanee emfty shall suQiTllt'lnSpecnorI r.,rtS In the torm requlr8d by~
'.. 'OlMrlc 'In, ~ with ~ talloVJl.Rg li~edlJle, ,', " " ' "
.;'" : For ~ ~.nB'Ut~~~ 'rWlntiOO ~r ~ ~nl ~ .,~n~ s~ be ~rtormeCllW~ (2)'years
" .r c **tlOn Is ~ .nO -...y t\Vtl ~ ytfU'8 tl\ere$fter. ' . ' . , '. .
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7, ,,'. , ThIs n xIlflCatiClri.: ~trUCtion, NRilIt No. 4ElO22697 .001'1 amends the pl'l\ll0USIy l8eUed " '
, ,Conti ~ permlt.No. ~97'IO~ IIl'\d eJl conditions are rapB:ed bytnQ oondltlons herein. I,
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'. ,i8. . FOr th areas '~,On tho'Con8truotiOn.dmmgS"~ futUre;Sp'emI!t modiflca1lori"Shall b8
, ,,' . ,_in Id for aI'lV.c:on~ 10 1h~ ~'. ,.. a requIrement Of the ptm'Ilt modifiOmlon for
.. ' ':', tt1lsltt1 se ..... ~ ~_ ChillI submit a Stalemenfof' C!'ft'lpl8tlc(i and a-built drawings.
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'9.. , 'Ii lime ilOI'1e ~rook i5Gr1couiitered dU~ng ~nstriJCuon af the sl.l'fsce water m~ement
, . 8)'$teI I, tt'l, DI8tr\Ct lTlU8t be notif.ed and C'C)~t1l'l.d1on in the ~eoted srea 'I'IBlI OIUe, . '
. 1 G." '-n.. F .;,;ni.i, liholl..,.;.y1li~ ~.i .,;y~-"0JIl~ ~ ....;....; .. .
mana !llment tY;tIm ~k1 48 hours or discoVery' and mutt sUbmit a dCltalled tinkl'lolQ eValuatIon
and h. p,alr plan ior IJ)i)1'CNII by the Dl8tllet wlth~ ~ d8yB ofdlecOveiY.' ; , " '. " : ,
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'Permlt NO;: ~ is91.001
Auguat,2.!004 '
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Pel'lTltt No,: 4602 597.001
"A~2t 2004 '
page l3 .
:me ~ d, ~ pilar n~" inO p~1\lBOI, _ coni; otHItli mspedlon& ....;....u.-
elfeoIive .. of Ule eroa\on QOntrol batrl81'8 and other m~~re9 efftployetJ \0 prtWeflt v\ole.t\Ol"lscl
. state w! .r .Quallty Itarldards <<nd avold.dOWn!Jtreem imp8QtO. Such barriers or other' n\eaaur&s "
should t m1rCI d\lCttat9", .rocjpri, and aedirne!'lt tl'B1'1II'POl'l during constrUcliCl1 andthers6fter..
The Oit' IGt Will aIIO det$l'fnlne any pcxet1t1a\ eovtrot'm~UlI problems thai mav de\lfllop as a result
of'.vir lor removl/'lgttle bemel'5,aOd other rTIee1um Ciurll'lS oona\rlldlonor after constrlJoUon of
the "rotl It hu beOn COI'IlpJetSd: TIie permll:tie rl'lust prDvlCl& Ql!IY remtKIla\ m~ul'9S tttat ate '
'nl8dld.' ' ' '.' " '". " . ' .
. GENBJltM. em grrIO~'
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1. . . . Tho lI'" .r.rcon- _ed __ .. E1chIbl ~ ^. ... ..,1OIly \nCC"""",",, into thi& penna by
, ,roteron a and the Perm~e ohBIl'ocmplywll:t11hem. ' .'
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, BROOl<SVILJ:f I EaUtATIQN DEPARTMENT'
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12/06/b6 WED 17:54 FAX 727 867 9455
WilllnghamCompan1es
~001
December 6, 2006
Bill Burgess
Building Official
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
Via fax 813 780 0021
"'\,AI
Regarding: Daughtery Road Medical Offices (all 4)
Bill,
In response to your 10/24/06 comment about complying with FBe 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,
· ~ktam'
Willingham Architecture, P A
Copy: Drs Khan, Safdar + Nensey, Frank Vari
WILLINGHAM
ARCHITECTURE,
P A
Oesign, Consulting and Project Management for HeahhCare Profesaional.
1698 Manor Woy South, Sf, Petersburg. FI 33712 727.867.201 1 AR 13975
Page 1 of l/permit comment. oddreued.dor:
,12106/'06 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
~003
Troy Willingham
Willingham Architecture, PA
1698 Manor Way South
S1. Petersburg. Florida 33712
August24,2005
fJlWIIIII /JtJrm Enf1in-riIItJ, /nt:.
RE: Report of Geotechnical Exploration
Zephyrhllls Professional Center Site
Pasco County, Florida
GDE Job No. 05-432
Dear Mr. Willingham:
Ground Down Engineering, Inc. (GDE) has completed a geotechni[:81 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 e,f 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
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,12106/'06 WED 17: 55 FAX 727 867 9455
Wi 11 inghamCompanies
~004
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 AC E EXPLORATION .... ........... ......... ........... ............. ........... ..... ........ ......... ....... .... ....... ....2
FIELD EXPLORATION.......... .............................................................. ,.............. ................ ................. 2
Standard Penetration Test Borings................................ ..... .... .................... ...........................2
Soil Sample Handling and Classification ............................... ............................................... 3
RESULTS................................. .................................... .......................... ..................... ..................... 3
Subsurface Conditions......................... .:................................. ..... .................................... ....... 3
So/I Borings....................................................... ....................... ,.............................. ...... ........... 3
Groundwater...... ......... ........... .... ............................ ................... ......................... ....................... 3
LABORATORY TESTING............................................................................................................... ..... 3
SUBS URF ACE ANALYSIS.. ......... ..... ........ ............... ............ ............ ............ ......... .................. .... ..... 4
FOUNDATION ANALySiS..... ............ ...................................... .......................................... ..................4
FOUNDATION RECOMMENDATIONS..... ....... ....................................................................................... 4
RECOMMENDATIONS AND CONCLU SIONS ......... ...... ..... ...... ....... ............ ................................ .... 4
Site Stripping...... ............................. ................. .................................. ..................................... 4
Proof roiling ...... ............................................ .... ........................ ..................... ............. .............. 4
Structural Fill..................... ............................. .......................... ........................................... ..... 4
Definition............................................................... ................. ................................................ 4
Soil Suitability........... .............................................. ................................ ................ ................ 5
Placement.........._.................................... ..............................,................................................ 5
PA VEUENT 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
WillinghamCompanies
~005
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Zephyrhllls 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 understa nd 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 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 samplt!s and recording the SPT blow
counts during the drilling of the borings.
Measured the stabilized groundwater levels at the tKlring locations.
.
.
12/06/06 WED 17:56 FAX 727 867 9455
WillinghamCompanies
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Zephyrhllls Professional C.m.r Site
Pasco County, Florida
GDE Job No. 050432
Page 2
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Reviewed and visually classified the recovered soils ir. 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:curse 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/b6 WED 18:01 FAX 727 867 9455
Wi11inghamCompanies
~006
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Zephyrhl/l& promsloMI Center Site
P..eo 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 !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.
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 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 geotec: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 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 sUlOdard penetration test value (N).
These values are plotted on the left side of the Soli 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
12/06/06 WED 18:02 FAX 727 867 9455
WillinghamCompanies
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Zaphyrhllls Pro....ional Center Site
Pasco County, Florida
GDE Job No. 050432
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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:
c-
CoarseoGrainad Solis Fina Grained Solis
Penetralion Resistance N Penetration Unconfined
Relative Density of Sand Resistance N Cocr.pressive Strength Consistency of
(bIowsIft) lblowslftl or Clav ltonslft2)- 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
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 pclSt 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 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~d 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 02487). The resulting soli descriptions are shown on the attached
drafted Soil Profiles (Figure 3).
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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
of 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, (:onventional 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 estima;ted 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 obsEirved, 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 placecl 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 (rclot) or debris (trash) material.
Note: Pasco County requires that ponds bottoms be excavated no closer than within10-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 1 :500 Ibs. 1.5
Com ctad to at least 95 rcent of the maximum Iaborato Marshall dans' .
Base Course
Umerock having a minimum LBR of 100 and compacted to at least 98 per.:ent of its modified
Proctor maximum dry density (A5TM 0-1557). If the bottom of the baae, will be within 18 6
inches of the seasonal high groundwater 'evel, then a moisture tolE/rant baae will be
re uired. such aa shell crushed concrete or soli cemenL
Subbase
Stabillzed- to a minimum LSR of 40 and compacted to at least 95 percent of the modified 6
Proctor maximum d densl ASTM 0-1557 .
-Requires blending either shell or Iimerock with in-place surfICial sand. Typical composite samples of subbase are comprised of 50% in-place
sand and 50% imported materiel (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
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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.
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 recommenclations contained in this report.
Density tests should be performed for each lift of structural fill placecland 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 enginee.ring 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 apparont 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 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 pos:;ible 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 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 reviewthefl)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.
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