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Home My WebLink About07-6336 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6336 6336 Permit Type: COMMERCIAL Class of Work: NEW CONST/COMM Proposed Use: COMMERCIAL Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 37922 DAUGH RY RD BLDG 4 ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 03-26-21-0010-00100-0010 142,500.00 Name: DAUGHTERY ROAD PROF CENTER LLC Address: 6719 GALL BLVD STE 106 ZEPHYRHILLS, FL. 33542 2,188.20 2,188.20 1/02/2007 MEDICAL BLDG #4 - SHELL ONLY BUI PLUMBING FEE RADON POLICE IMPACT FEE PUBLIC SAFETY 5% 91.35 MECHANICAL FEE 30.00 FIRE PLAN REVIEW FEES 489.00 FIRE IMPACT FEE 50.70 63.95 120.00 525.00 ~~J~ \V I FOOTER DUCTS INSULATED MISC. ROUGH ELECTRIC LINTEL MISC. 1ST ROUGH PLUMB PRE-METER MISC. DUCTS INSTALLED WATER DRIVEWAY PRE-SLAB SHEATHING MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for impro ements to your property. If you intend to obtain financing, consult with your lender or an attorney befo rding ur notice of commencement." NO OCCUPANCY BEFORE C.O. _ '1Z~_. f/- ~ TOR SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ()Wn8I's .... OI.:r'~U 'vIlY 01 LtIpllylllJl~ rtl:lIl1l~IIUiUUIl BuIIdinlI [lepIlI1IllIIlI / DlIla ........ to", GAl Q' I 1", JOB~'11 .'- ~. ~ep~~~I"" . PARCELIOI WQRKf'ROI'OSED d NEW ' ADDIALT 0 Lj INSTALL REPAIR ~USE 0 SFR 0 cOMM 0 OTHER L ::::= ~ I\~ _..- Cl. sre<L 0 .....[ _"!" [(.,0 ~ ';'...J...L 300D J.......I Ii'll,S J ~ rr L\ f() I OJ ~ . VALUAl10N OF TOTAL C()NS1RUCTION ~ _ J AMP SERVICE r J ~ _ ] VALUATION OF MECHANICAL INSTAUAl10N G:d" ROOFING 0 SPECIALlY 0 OTHER [ J FLoooZONEAREA [ J i ~ o BUIlDING CJ ELECTRICAL o PLUMBING CJ MEC~ o GAS FINISHED FLOOR ELEVA o PROGRESS ENERGY o W.RE.C. CJYES ~ AddraS ~ANY ftI:I:iIR'.~ r L VI N lcaIPANY .~I .d1&) [ , Y I N j FEEaJAAENI" l.ic8M8.l . (2. i IL~S. u-. r (' r::fl> oc:;q ) q%l I -- ~ -~ LbI1&8# [ - . 1 ~ i ~ L.!.!.!!.--J BIJII,DER SlGNA1URE ~t ] IIECHAIftCAL SlGNAlURE [ I Y I N j FEEaJAAENI" L!!!!-I LbI1&8# L [ . ~~ ~r Efii!t- L YI N , FEECURIIENT Y/N \.iC8Im8# [ PLIJIIBER SlGNAlURE ~~ J S1GNPERIIJT AIIad1121 PIal PIInI; 12l.... d Building PIInI; (1) set d Energy FonnS "," Mil*ntm tin (10) 'NCllD1lJ dIJys aIl8r.......... d8IIL ReqI.inId onsilB. (;onSInICIion f'IaI1lt." SIri8rY F.... & 1 cfLInPSIllr AIIad1 (3)....d Building PIIP; (1) setd EnerllY FonnS. Minimtm ten (10) 'NCllD1lJ dIIyIIsfter suIlmiIIaI dIIbL Rec,JinId onslle. CofISIIUCIlon PlanS, SaniIaIY F.... & 1 ckmpIIler All carnmerd8I"""-- must meet c:ampIl8r1C&- AIIad1121 selsd ~ Pl8nS. --PROPERTY sURVEY requinId for BII NEW ClllIIlIlIUdiOR RESJDENl1AL CQIIIIERCIAL JJIreCtIaaS: FII out applicatiOO camplelely. Owl*" & CcIl1Ir8C*Jr lIign bBCk d eppIic8IIan. I'IOI8izBd If __ $ZIIOlI. . Na8Ce of c......-._..nlls............ (AIC.......... - $lilIIIOJ _ Agent (far the c:onIIaClDI) or ~ of /II1I1lD6f (forb owner) wooJd be SIlIII8IlIIBmh nolllrizIId _fia1I_1IUII1afizin9 -- OVER ntE COUNTER PEJUII1l1NG (Fnlnl of Apptic8IIon Only) RemCIs s-ws Service UpgradeS AIC Fences~) onvewaya-Nol aoter Counter if on public madW1JYS..IllI8ds ROW .----"---~_...---...- .....-------.-.---"-..-.-- I:tb'33fc. J VARI Construction - 37922 Daughtery Rd - Bldg 4-Shell ONLY SQ. FEET PRICE MAIN OR LIVING: 3,000 $ 47.50 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 142,500.00 FEE SHEET $ 609.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 681.18 ELECTRICAL: $ 137.03 PLUMBING: $ 91.35 MECHANICAL: $ 63.95 SUB-TOTAL $ 973.50 RADON: $ 30.00 TOTAL $ 1.003.50 v SEWER: $ - WATER: $ - IRRIGATION: $ - TOTAL: $ - N/A Until Build Out N/A Until Build Out WATER METER:I $ IRRIGATION METER $ I N/A until Build Out FIRE DEPARTMENT FEES PLANS TOTAL: $ 120.00 INSPECTION TOTAL: $ - PERMIT TOTAL TOTAL: $ 120.00 PUBLIC SAFETY IMPACT FEES POLICE $ 489.00 FIRE $ 525.00 5% $ 50.70 TOTAL: $ 1.064.70 '"' SUB-TOTAL $ 2,188.20 PARK IMPACT FEESI $ Not Applicable SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: $ - Not Applicable TI F 'S :1 $ 99% $ 1% $ I N/A Until Build Out TOTAL: $ 2,188.20 I Fire Chief Robert Hartwig ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Bus (813) 780-0041 Fax (813) 780-0044 FIRE SERVICE USER FEES ~~~U:O~~ ~ Business Name: BusinessAddresS:: - - 4.--- ~ - - . Business Phone No.: Business Fax No.: Contact: Own8r: l- Billing Phone No.: 913- .;z.6S7 Billing Fax No.: IX Contact: .f....ML2 ~~ 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" PLAN REVIEW FEES INSPECTION FEES PERMIT FEE ~ Site PI," ~ Annual N/C J/)tJJ Building Plans 1 st Re-inspection $25 Revision 2nd Re-inspection $50 3rd Re-inspection $125 STANDPIPE SYSTEM 4th Re-inspection $250 [] Per Riser $25 5th Re-Inspection $500 Construction $15 Commercial $25 SPRINKLER SYSTEMS EJ 0 - 25 Heads $30 26 plus Heads $60 FIRE PUMP [] Per Pump $100 FIRE ALARM SYSTEM EJ 0 - 25 Devices $30 26 plus Devices $60 SUPPRESSION SYSTEMS t Wet $35 Dry $35 C02 $35 Other $35 GREASENENTILATION [] Hood/Ducts $35 PLANS TOTAL t/ddJ- Comments: 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 B System Acceptance $50 Recall Acceptance $50 OTHER LP Gas $25 Natural Gas $25 Fuel Tanks $25 Tent $15 INSPECTION TOTA~ GRAND TOTAL SPRINKLER SYSTEMS D Automatic $15 FIRE PUMP D Fire Pump $15 FIRE ALARM SYSTEM D Detection $15 OTHER ~ LP Gas $45 Natural Gas $45 Fire Works $25 Fuel Tanks $45 GREASENENTILATION D Hood/Ducts $15 D Kitchen Suppression $15 FALSE ALARM I TOTAL PERMIT TOTAL! I ~ -- 4~ I--i'b -I Clo ~~ /p hC//~ r f ~ Inspector: ~7 Date: ~bif -Pi Fee Sheet VfYl\ L ~ >l -DA\S~trfJl.,'t ltZ() Comm -/ Res l~$-SS 1:;;rNfJ'--' ~T6Jl ,~w)~ .l tf Square Feet .1~ Dollar Amount /-f 7 J :)C ~ Cf'{l>f Valuation J Lf'2- I ~D (U se System for calculation of fees) Radon '~6,o~ Connection Fees Sewer ~l~ lj~1lL- ~v)l:O au'! Water W, Meter (All Residentials - % ' % (180.00) _ 1 (250.00) _ 1.5 (650.00) _ 2 (875.00)_ 3 & 4 (Contact Louie) _ Irr. Meter Irr.Conn Impact Fees School ~ ~(1 Public Safety rJ \11 utSfiL.~\~ c)\JT ~ IDb4- ,"7~ Transportation Park I(' ~ ~ It'LlL 175". c.,-:""" '1 r:::: 5'2... s:~ <".> - IC)\{-, c) ~ e~lqi- '6)-):>'~ )=. 4'!:PI, ..':' 10 j '+ /~;).,c L:::'~ -:::- 4J l~b'f7~_ I l ~TA-L j 0IIlf RIII:eIWd Ol"""~ 'vllY 01 LtIpIlYIII"~ rtlflllll~I"","UU" BuIlding [)ep8I1Jntft O(Jl1 o.nen .... 'lV &, Fee.....1itIehoIder Mane SM . Owner PIIDne NunDIr I I :=-i;t~~:~r~~~~~t;:~Zj~I1,~r~~. I . ! SUBDMSION ~ePhy(h"~,,., - PARCEL 101 .!;}(,:,f-~" QJjo,d_w;w,o. (ClBI"llIED _..-.rYTAllIllJllCEl WORK t'fd'OSED d NEW ADDiALT 0 SIGN 0 MOVE 0 DEMOlISH Lj INSTALL REPAIR I"ROPOSEDUSE 0 SFR 0 COMM CJ OTHER I === ~ ~~llif.- FRAME CJ STEEL 0 OTHER I BUllDlNGSIZE I {gO ~---7i 8Q~AGEI 3000 I HEIGHT I 1f>~5 ! W '6 I OJ ~ . VALUAl10N OF TOTAL CONSTRUCTION ELECTRICAL 1$ - I ANIP SERVICE 1$ I MECtfAI'IlCAl I' _ I VALUAl10N OF MECHANICAL INSTAUATlON g ROOFING 0 SPECIALlY CJ OTHER I CfZ I I FLOOOZONEAREA CJvEs ~ o o o o o BUIlDING D PROGRESS ENERGY D WRE.C. PlUMBING BUIUlER SlGNAlURE Lic8nIe tI I (' G:C,05Q , tJ'z...1 rJ I(J. co.>ANY' I - I VI N I FEE~ L'!L!!...J I Lic8nIe tI I -, I IV /rtr COMPANY' I I _fEllED I VI N I FEE~ U!!LI I Lic8nIe tI I I tv ) (1-. COMPANY I . I 1U:bD'~ I VI N I FEE~ U!!LI I Lic8nIe tI I I COMPANY I I Sllt:lI'II:::U' I VI N I FEE~ l.!!.!LJ I Lic8nletl I I Addrws ELEC1RICIAN SlGNAlURE Addrws PUJIIBER SlGNAlURE Addrws IIECHANICAL SlGNAlURE Addrws I :1URE I ~I RESIDEN1IAL AII8cIl (2) Plat PIln; (2) .... d Building PIIn; (1) set d Energy Forms Mnlmtm lIIn (10) wcrlcq dByll6r lU1milllll d8Ie. R8cJftd onsiIe. ConsfnJCIian PlInI. SIriay FlK:iIities & 1 CUIlpslIlr CO ~ AIIBdJ (3)"" dBuilding Pl8ns; (1) Slltd Energr Forms. Mnlmtm lIIn (10) wcrlcq dByll aller suIlmilaI dalB. RecPred ansIle. ConsfnJCIian PlInI. SanilaIy FlK:iIities & 1 cbnpIIter All commercial f8qUinImenIs musllRll8l compI/lmlL SIGN PERIIIT AII8cIl (2) .... d Er1gIr..-cI PlBns. """"PROPERTY SUR\/EY I8qUinId for .. NEW construction. DInIctione: AI out appIicaIion campIIIleIy. 0wrB" & ~ 8ign bed< d applicaIian, IIllI8rlmd If_ $2IllO". NalIce oIc...--.lIs......... (AIe........-$IlIOlIJ - Agent (forlhe cormtI:lor) or Powerd AIIDInBy (forlhe OM&) would be _d1 nolsizIed leII8rfrom - dJorizjng.- OVER THE COUNTER PERMIT11NG (Fronl d ApplicaIIon Only) Raroofs s-s ServicelJpgRldes NC F_~) om-,.NDI over CounIer if on p&jlIIc RlIKIw8ys..needs ROW ! , NOTICE OF DEED RESTRICTIONS: The wlclefsigned undefsIands that this permit may be subject to "deed" reslricIions" which may be more resIricIiUe than County regulations. The undelalgned assumes responsiblIty for compliance wiIh any applicable deed u!lStddlonL UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSlBIU11ES: If the owner has hired a oo.llladDr or conlJac:Ioni to undertake work. they may be required to be Ilcen8ed in acc:ordance wiIh sIaIe and IocaIIegUIaIionS. If the c:onlJBcIDr Is not Icensed as required by law. both 1he owner and c:onlrador may be cIed tOr a mIsdemeanOr violation under slide law. If the owner or inIIlnded Wllbactor are uncertain as to what licensing requIremenIs may apply for' the inlended work.lhey are adVIsed to CXlIIIact the Pasco CounIJ Building InspectionllivillioR---Uc SecIan at 7'Z1-4M7- 8009. FurIhennore. if the owner has hired a conbaclDr or oontradDrS. he Is advised to have the oon1raCtOI(s) sign portions of the "WolbCllGlor Block'" of this appIiGaIion for which they wiI be responsibIa. If you. as the owner sign as the contracIOr. 1hal may be an D,diwlkJh Ihat he Is not properly licensed and Is not entiIIed to permitIIng privileges in Pasco County. TRANSPORI'AltOII....ACT1U11LITIES ....ACT AND RESOURCE RECOVERY FEES: The undersigned I.IIdendands that Transpor1ation Impact Fees and Recourse Rea:Nery Fees may apply to the constnJction of new buildings. change of use in exiBIng building&. or explRlion of exi&tIng buidlngs. as spec:iIIed in Pasco County 0nInanCe number 89-07 and DO-aT, as amended. The lIrldenllgned aIlIo WIda.ll8lIds. that such fees, as may be cUt. wit be identified at the time of pernting. It Is fur1her understood that TJ'8I........1iiIlion Imped Fees and Resouroe ReaMJry Fees must be paid prior to receiving a "certiIiaIle ofoa:upancy" or final power release. If the project does not imIoIve a cerIIlc:aIe of occupancy or InaI power reJease. the liBes must be paid prior to permit issuanCe. FOOhemIOre. If Pasco County Wati8r'JSewW Impact fees are due. they must be paid prior to permit issuane:81n ___dance wiIh appIicehIoo Pasco County onIinances. CONSrRUC11ON LIEN lAW (CbBpIIr 713. FIoddlI St8IuteS. 8$ amended): Ifvalualion ofworlc Is $2.500.00 or more. I certify that I. the applicant. have been pnMded wiIh a copy of the "Florida ConsWclion lien l.aW--HOIIIeOWIs Prot8dion Guide" JlI8PlIlI1'CI by the Florida ()e,pariment of AgricuIIure and Consumer Affails. If the applicant Is someone other..... the "~, 1 certify that I have obIaIned a copy of the abolIe described document and promise in good faIIh to deliver lito the"~ prior to commenoemenL CONTRACTOR"SIOWIER'S AFfIDAVIT: I certify that althe information In this appIcaIion is accurate and that aI work wlI be done in compliance wilh aB applicable laws I8gUIallng conslnJCIion, zoning and .... development AppIicaIion Is hereby made to obIain a permit to do wortt and instaIIaIion as indil::aIed I c:erIify that no wortt or insb6dion has c:ommenced prior to issuanCe of a pennit and that aU wort wi! be performed to meet standards of aU laws reguIaIlng consIrUClion. County and CIy codes, mning reguIaIions. and land deWlIopmBnt reguIalIons in the jurisdic:tlon- I also c:erIify Ihat I ur.dtdland Ihat the reguIaIions of other government agencies may apply to the inIended work. and that it Is my t.....,oasiIIII to idenWr what acIions I must lake to be in cornpIBlO8. Such agencies include but are not IiniIed to: DeparImeIll ~ PrrJlec:IiOn-Cy Bayheads. 1NeIIand Areas and Environmenlally SensItive lands. Tl98bnenl SouIhwest Florida Water Management DIsIrict-Wells. Cypress Bayhe8ds. WeIland Areas. Altering Wateroours8S. Army Corps of Engineers-Seawalls. Docks, Navigable Watelways. Depar1ment of Health & RehabiIiIaIive 5ervicesIEnvtronmentaI Healh Unil-Wells. Wastewater Trealment, SepIic TanIcs. US Environmental ProlecIion AgenGy-AsbestOS abatement. Federal Aviation AuIhoriIr-Runways. I undeIStand that the foIowing resbicllOlllS apply to the use of II: Use of 111 Is not aIowed in Flood Zone -yo unlesS ellpIlJSSIy p80tlJitled. If the fill maIeriaI Is to be used in FJood Zone W, it is underSIOOd that a drainage plan addressing a "compensaIIng volume- will be submiIIed at time of penniIIfng which Is prepared by a professional engineer Hcensed by the SIaIe of Florida. If the 111 matertaI is to be used in FJood Zone "A" in COIBledion wilh a pennI1ed building using stem waD conslruCtion. I certify that 111 wit be used only to fill the area wilhin the stem waR. ' If fit maleriaI is to be used in any area. I certify that use of such 111 wi! not adversely affeq adjiIcenl properties. If use of III Is found to adversely aIfect adjac:ent properties. the owner may be clIed b-)rioIaIing the conditions of the building permit issued under 1he attached permit appIicaIion. for Io(s lesS tIJari.one (1) acre which 818 eIeIIaIBd by fill. an engineered drainage plan is I9qUiI9d. If I am the AGENT FOR THE OWNER. I promise in good faiIh to Inform the owner of the permitting condIIions set forth in this aIIidavil prior to <MUfiI8lItW1g consInIdion. I undenlIand Ihat a sep8I8I8 permit may be requDd for .eIec:IricaI work. plumbing, signs. wells. pools. air condlioling, gas. or oller Inst! - 00.15 not ~ inc:Iuded in thel ~. A pennit issued shaI be CllIllI1rued to be a license to proceed wiIh the wortt and not 8$ authority to vioI8Ie. canc:eI. aIIer. or set aside any provisions of the tsc:hnicaI codes, nor sha8 issuanCe of a permit prevent the BuildIng 0IIicI8I from f'ticnafter requiring a wlrec::Iion of errors in plans, conslnJCIion or vioIaIiDnS of any codes. Every permlllsaued shaD bealme InvaId unlesS the work auIhoriz8d by such pennit Is commenced wiIhin six monthS of permit issuanCe. or if wortt auIhoriZed by the permit is suspended or abandoned for a peIIocI of six (6) monthS alter the lime the wortt is ...oI....IeIIC8d. An ElldeIISion may be requesI8d. in writing. from the BuildIng 0fticiaI for a period not to exceed ninety (90) days and wit demOI~ jI~ cause for the ....1lIIon. Ifwork Clll8lIIlS for ninety (90) consec:uIive days. job is corlSidenld abandoned. LT. YOUR CONSULT Commission No. Nameof~orsallPllll ,~Ft!A..~ \ - Bobbie Swetland ~~~.L:J MY COMMISSION # 00268763 EXPIRES ."~~....~,, February 24 2008 '"r..fl\.' 8ONDEDTHRUTllOY~A~'1H ...., su~ IHC ..'1!JtIINItr! NaIaIy typed,~ or stmnped !~i1.'~ Bobbie Swetland ~i. ):~ MY COMMISSION # 00268763 EXPIRES \......... ~('l February 24 2008 . ." .':- ,... SONDED THRU T1!OYFAlN INSURANCE. INC. Page 1 of 1 Karen Miller From: Todd Vandeberg Sent: Wednesday, October 25, 20069:17 AM To: Karen Miller Subject: RE: Daughtery Road Professional Center 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 From: Karen Miller Sent: Wednesday, October 25,20068:32 AM To: Billy Poe; Todd Vandeberg Subject: Daughtery Road Professional Center m _C,~_.~~.JDI~i9JP @. 1'~.;lCt /~ 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 ~ WI~~lW' 1111I 11111 111111111111111 1111111111111 Rept.: H1558 DS: e.. 14/24/08 Ree: 18,5e ZT: e.1e Dpty Cl.rk ~S92:~U"T2:;eCO fOUNTY CLERK OR BK 695111 PG 641 JImSouth PREPARED BY AND RETURN TO: R Jessica Pinson AmSouth Bank - Consumer Loan Operations P. O. Box 1984 Birmingham, AL 35201 NOTICE OF COMMENCEMENT Notice is hereby given that the undersigned will commence to improve the following described real property situated in Pasco County, Florida. to-wit: a) Description of property: (SEE 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 Zephyrhills, FL 33543 d) The name and address of the contractor is: Vari Construction Services, Inc. 23110 State Road 54 #106 Lutz, FL 33549 ,,) 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 who,\ notices or other documents may be served is: N/A " :g) The name and address of the person(s) designated in addition to the undersigned. to receive a copy of the lienor's notice as provided in Section 713.06 (2b) FS 1967 is: AmSouth Bank Attn: Milca S. Burgos - Business Banking P. O. Box 179 Clearwater, Florida 33757-0179 11) Commencement on said improvement shall be within thirty days from date of recording this notice. Dated this 10th day of April ,2006. Owner: DAUGHTERY ROAD PROFESSIONAL CENTER, LLC By: ~ Syed. STATE OF FLO~ COUN1Y OF Sworn to and subscribed before me this 10th day of ADril ,2006 by Sved A. Saf~as M::7eron behalf of Dau2hterv Road Professional Center LLC, who is/are personally known to me or has provided {( ~ 6J as identification. ., . ublic ommission expires: ~~\I.~_ Tracy A. Hudson ~6(".'\Y':.~ Com!"lSslon #00169529 ~~" '?.;7f Expires: Dee 21 2006 "",'0; ~.~.. Bonded 'I'hnt 11111'\\\ Atlantic Bond' IIl8 Co..1no. ~ ~. . OR BK 6951 PG 648 2 of 2 Exhibit "A" PARCEL 1: The East 96.89 feet of the West 126.89 feet of Tract 1,1css the South 100.00 feet thereo~ and less the North 15.00 feet thereof for Daugherty Road rigbt-of.waYr said Parcell, being subject 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 ofthe East 311.84 feet of the West 341.84 feet of said Tract 1 r and said parcell, being further subject to and together with an easement for parking and access in conunon with others over and across the East 321.84 feet of the West 351.84 feet of said Tract 1.1es5 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 COMPANY LANDS, in Section 3, Township 26 South, Range 21 East, as recorded in Plat Book 2, Page 6. public records of Pasco County, Florida Property Address: Daughtery Road Zephyrhills, FL 33540 Initials: ~ STATE OF FLOFllDA COUNTY OF PASCO THIS IS TO CERTIFY TH T TRUE AND CORRECT COpy' (1F ; /~E FOREGOING IS A OR OF PUBLIC RECORD 'IIi ~"H 'I'S~10' FFO'CCUMENT ON FILE ,. '. . E WITNESS MY HAND b~fO~~U\l ?rf~!s.3.L DAY OF JE~TT' .-:-----.: ,.CQ1p BY MAN~ i~~COURT .__. "'.--- EPUTY CLERK 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 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 thi~ 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. /~ '~~l1N'l'Y~~ . . RlGIIT-OF-WAYUSEPERMrr#3oot,? WBST:PASCOGOV'J;'. ..,'.. ..>.'.' ,......,. f)l,..~OCOUNTY "Sunst..:""e-O'ne. CalIfS 7530LI'J.'TLS R.OAD' .. ...",.<.';.<IiU13 PERMIT - ll1U NEWPOR.TRICHEY, 34654 (800) 432-4770 (721) 84~.8142 (352) S21-SI~G 8 ~ INSTRUCI'loNS - 48 bQlIlS prior 1<> ""<:avalion _ '1$ 1"'(,.. . No.................. .~.~~. ~shed on any County 1lIJht of Way wi1hoUl._ 8ppn>\>li\llOmjho~; ;. > '" ", : . ~~ ~ODany Couuty OWlICdR;gbts of Way _ fi.lli.-!18 ~dmring~tIi6~~. .. .. .~"~;"!l"~.,thc CouutyfiJu..iew ..d~priorIDth. -........... of any -. A <opy .rllilopcJ1D\'''out 1Ni...... rtIl<III1ll1'8Wd>1e at Ill.. or the \YOrk It an tIln... See. No. ,3 T26 R 21 County Road Daughtery Road Date 8/1/06 P~nnit for ,ZephVrhHls Professional Center (project Name) . LOCATION (Legal Description) 550' West of US 301 on the South side of Daughtery Road. ~ - P~l111issiop is hereby granted to ZephVrhllls Prbfessfonal Center LLC (NlIDlc oflermittee) of 11310 GnlIndvJewDrive. Dade CitvFI. 33525 for the construction and maintenance of - (Addtes$ofPerhiiUee) Construction of Driveway and a sidewalk to a COI11mercial project located in the city limit of Zephyrhills on the South. (Oescnption of Work) Side of Zephyrhl/ls. . Subject to the 1hUowing conditions: I,The ~ &lid........... of_ uti1ity _ 00' io_with the property &lIdriabtsofa prior....._ 2. All work shall'be done in keeping With the standards of Pasco COWlty and at the satisfaction of Pasco COWlty, who will be notified at lea$t C>11e day prior to. commencement of construction. 3.A11 1naterla1,anciequiPmcnhhall be subject to ~pection by Pasco COWlty. 4.DodII$ ~~.ilII ~~""oftli6~DCP-... OfT~~!>e~ 8lldJ';lsc<>c<>Il1Ill'~ be '> ~.,,~~~.,,~*"'""' arim,g ~fIW! J!"'lIIit;Sobj<oct "'... -- "",,'lIl1dcon;li~the ~ ~OO::~-"~~~UdiogPIaciug&llddiBp~ofcaotion ~ as it_ decon.-.ary ioamdu<lof ;,M1 """","""'1il1I~~~ibalI/le ~ ID i1s~ ~asfilr asPJllClical, hI theophljon ofJ';lsc<>Coonty, 6'~.~""'~;t~~g';~~~PasCOCouuty. -..othetwise~ 7.~~~'::.~~~:~r4#'~~~~~~ aa1y d~ageUtCUl'ted bYPriorinst8.Uatio~s as a testtlt ofhisopel"ations. He.,~. U1kesftllIteapClnSibiUiy for notifYiManyaud all utility (}rtll1dergro~dUS(qOfhispropoSed .fJpciations,in "order that they maY ~~~ir interestl!. 8. It is expressly stiPulated that this pe~t is a licC1lsefor pe~sive use o~Yand ~ tbeplacingof facilities updn p\lblit property PursUafiUothis permit $hallllOt~tocreate ~t to vest ~y property right in said holder. 9, ~.J';lsc<> ~.~"~.~ll# CoODly~.orWar' ~!" ilIIofS!lidl>Ol....Wiros,PiP<ls. OaIlles or'1'h'" 1UiIiti"1llI!I ~~~, ~ bo....~ ~ltom said RigbbofWay. or..... or roIOclItc<I thereon(8Sreq~i~.~~~ ,~~' of the b.blderoi'thispenitit.. ," . 10; ThelUtill!<'ibal1Il1lieIllld....R . ~ fi'oth.any &lid an~; c1aims, or iiY-thal_ 0CC0r by...... of the constrqcti~. . ".'. ..' .'.,'... < ..' II, The ~.. ~~L~~~~ 3Of1>0(901l80 ~01'fIW!p,,",it .ilIIb.......on &lIdVOUl. In th......the work re<<t1r, , , '... . .. .,' ,... ... '" > . ...,' ...... .'..- "., . " '. .. asco , nnty shall have the right toooItlplete sllchwork and to~e the holder ot"tli!' Pernti'futau,~$tS'UtcUtted in COltlpleti)1&said work, 12, n..~<lWJpooj~ ~01'~~'~\\'i!b 1m; CoIl1lll'?Icrk. B~.""a ",,' ~ptepeffi/.bythe ~'!~ &lid ~by th. CoWlty, 'lb...,,,,,,,, of,!,' ~~ID !>e ...~""",cqwd" !2S% oftl1c....'.. """"':"<<tl1c~~ !t'the..... a ""cty bOh<! ~ ~ lb' ~ ~ bona ~ ~JlIl1dePA>:abl.IDl'Bsco Cotml1...d ibalI.bIipfotl1c~ '" bc>!'l the CoODly hanhJesa hI the. ~ lb. holder .0ftbU pamitsbO!dd/lilllll..... any off.. obliaa~~. '"r'bonaibal1l11io~ P"co Coonty fiIr an coort..... &lid _Ie _ey lloos iothe..... le&8lliotio~ is. required tAl,collect onWd bond., , 13. fh~~ ~pooj~o~~~ ~an~. with the~ CIerl< b....."!' a ""'.~ J>11'JlllI'O<i PYth. ~". ~.&lId~h>'.t1i6 eo..,ty'.'"r' ~""'" .ftbe~."IDbe ...""OOOt"'I.1Iil1D 1;%\>1' tho "'" ID construct thepepnittediJn.ln'omnents; III '. , bond is posted it shalltneet all the criteria stated in No. 12 above. 14. SPECIAL CONOrn . '~ APPROVED BY ~ . UtiliuesSemces:N ,..~ Traftid Operations: ProJ.~t ~~ent ~rhtgtnsPectiohS: Public Work$: Stonnwater/Design: DevelopmCIDtReview Approved: F'ee$ ~ tJtJ a# "'~ Paid: ~= T / 9= I at. ,e II .9~ 11. :rJ'Y ~. Submitted by: . Leonard Zullo, Pres. / ECC Inc. Print Name and Title 6844 Dairy Rd.. Zephyrhl/ls Fl. 33542 ~ Address (Street, City, State) 813-715-1Q61 Telephone NUDlber (Include Arefl Code) I...,I:;,I'~ I I":FII... !h'I::,!-~I"'I.i. i I ./. Nl.:,i P('~f:lCCJ COUNT'{ ',' FL.OF: I Dt-, CClNTF~(:lCTDF~ *~:: N{:If.iE:: E::NI:.:iINEE:JUNCi ccn..j:::rrm.iCTIClN ~'~iI)DP Ii . 6i:l44' r)(."~IH~Y' F~OAD c/~:rr:: ZEF'HHd..III...I..S v FI... ;.I;:.'S~:j.<'{.::.~ DAlE: 08/09/06 TIME: 09:58 P,{:lGE:: :I. OF :I. I~:;3UE OFFICE:: N I~:ECEIPT NUMBF::: O()9c';O~.'itl4 OFFICEc NEW PORT RICHEY FOI:~::: ZEF'I'fYT~HII...I...b F'F;.:OFE::~:)~:nm"td... CENTEJ~ CHECr.:: H :.';;/;.0';'" Df:'~UGH""f'EF~Y F~O('~D tlcCN'r TOT {~I... ('~I'iOUNT:: CClMPNY (,:,CCCH.JNT CENTER BiO? - 329500 - 2 ::'j() .. 00 1{:ll'<jOUNT :'50" 00 :I. ::.::~.!.; ':;:E~CE 1\)ED BY () )l#L ;1 mm....r~_....m..UJ/hf........... D1~:f:)C1:< IPT rOj\l/PEI:::MT D,~Yr(.~ DR/CF< RIT-O-WAY USE PMT 60 PASCO COUNTY, FLORIDA INTER-OFFICE MEMORANDUM TO: patty Camp Development Review Tech I DATE: 9/14/06 FILE: TR06-2778 FROM: SUBJECT: Daughtery Road Zephyrhllls Professional Center Manager REFERENCES: Right-Of-Way Use Permit #30068 The Tra IC 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 352-5214246. 4. The permittee shall repair or replace to F.D.O,T. standards any and all damaged traffic control devices at their eXPense. 5. If the permittee proposes to close any lanes of a roadway, the following conditions apply. Lane closures on any collector or arterial roadway shall not be permitted during the hours of 6AM to 9AM and 4PM to 7PM. Lane closures within any school zone or within 500 feet of a school zone shall not be permitted from 1 hour before to 1 hour after the starting and ending times for the school. Proper maintenance of traffic SHALL be provided per Florida Department of Transportation Index 600. RWRlrc cc: Right Of Way Permits Database File RECFI''':D SEP 1 5 2D06 PAi.-;, if Pasco County, F~orida Inter-Office Memorand.um TO: Patty Camp DATE: 08/0~/06 Deve~opment Review Tech. I FILE: RBRW06-453 ~? Public Works Director SOBJEGT : ROW PERlaT '#30068 Daughtery Road No Jurisdiction REFERENCE: DRR06-431 P1ease be adV'ised. that the Pasco County Board of County Commissioners has neV'er al1ocated. Daughtery Road into the road maintenance program. Therefore, Pub1i.c Works has no juri.sdiction i.n thi.s matter. TR/dt RECEIVEO AUG 1 5 2006 PA;;;. .Qli.:I~.. .,.. .ihl VftVSLoPl~iINT . , Y REVIEW H\J 18/2606 i6: 21. 9137154812 ENGINEERING CONST l"f-\\:lt;, 1Ol.. .. ' U,6 .-;;l(; ".""~ ',,5 outhwest Flo~i$" , . U ~ter Ma!JfJ€~t DiStrICt, . ~~. .. : .' ~,~ ~ -.-.,~.- , N-IJII/Il Dr IlWI 8-'" Cfft\Ia . l.IIlIIItII tlrllce OCIIM= ,~ ;&" ,1IVrl.w,lIWt.MAleI illllllWnlAl'Mll1'lWl1f'1l11 ~ St ~ _AofIdl! telJS1lo7TllO Sub :zae . (& S)....~ 01 ' LeCII1Ill. MldD ~.eo70 2r )f).loa.'ea (fI. 0I11!1' ~.&:131 81 lCOM l51l\82DO eG1~271 . , . . 2379 BrOad Strel!lt. 6rQo~le, Florid! 34B~ , (~B2i 1QG..7:211 or 1.~..4:2M476 (Fl. clnl~) SUKOoM e2&4150: TOO r:Jf'{rJ 1oSOO-2~s,.e10S (Fl orely) On,. Jnt~st: W~rMRtter$.t?rg , " . ~ ' . ' -..- ~ 0ftIDe . ..... ItIrNMI 0fIII!Il '. S1SO ~Ile I\IlIIl 7601 fiI~ 301 Nortll S..-a, Hlll'lll. ~J..I. ,,,I,\~. n..- J:lI1781l5Q (tl,j.) 3il'.3722 III' . 181Sj _.,~ 01' , it<.\lOD-S2OoaeOS (FL llnly) , i~T1I7 tR. enly) &UNOOM ~1~, Sl.IlClt.I S7M.09'O .,.... .......... ClWlrj I'lrelI.. ...... L ........ vt..o""r. ~ , ... 0. .......... ~, *11II\II0 ........ '~'.,... , . 1reelllhl'.!"MOO ...... W..... ' ~ ....a._ ...... .... fl....... IlIIIboI'll'.llt\ ......." .. ........ ' . ~Ires ...... 0...... I , . !bit I . ...... D. IlMIIII 'H~ ..... Co ___I ' ~, . . , lIa'lIIIl L. ...... ~ 1lI1Mt1lf . ....A.'_, Mi~~OI~ '. ......... ....., , ' a~""1'I1 DlluIltlIl , ' '.....,. .j ,Ii ,< ' 'uO~t 2, 2004 , ' RECElVED , ~Ub 0 3 200~ ll'Iom.. w. VlII'\atll' ;181 Sliver' Oaks Boulevard. ~phyrtllllll..FL 3!M1 "aottctl of FIMI AglmCy Adion for ApprCwGl EFlP General for Minor Systarns.Modlficat1on Permit No. 46022591.001' Project ~ame: east pacco Profe!lsiena!, Park County; . Pl!ISW 8eC/TwpIFlgo:, 03I26S/21 E pear Mr. van~: ihlsletter CClI'\StitUte! notlc~ or Finsl AriencY ~~n for approval at the permit reterenped JboY8. Final epptOVtllla (;Qftt~t upon no.QbjedloM to the OistrCt's action being recelvsclby the DIstrict within tI'Ie'~me. frames delJCrtbfJd .below. " YclIU 0' t.rr'1 pa"Ol'l whose substant181 interests at!) efteoted by the OiWlct's action regen:ilng a permit 'may req~et an tadmlnlatratlve heamg In aOClOl'danoe with Sectlot1$ 120.569 and 120.57,. Florida 6tl'J.tute (F.S,l, and Chap.' 2e-106,'Plorlda AdministratiVe Code (FAC.). of tI"IO Uniform Rule; at PrCloedUl'A.A reqUMtfor/'!earlnl mUGt: (1) explain hOW the ,1JbtstafIHa/ inrert5ts of etch person r&q/Jt9tlng m. n9lV1n{} wIll be .nectfd by.the Dlstrlds'don, Qr propose!l8ctlon; (2) stattt all materilal facts dispUted by the pers()/'1 ,.qwstfng the htJerfng or ~tstB that thet:' arfj no dl$pul<<! faOta, and (I) ~ aom(Jly with C/tIpter 28-,106, F.A.C. CopIes of SectIons 28-106.201 and 28--106.301" F .A.C. are enc10Md for yCll.lr reference. ^ request for hte.rtng must be filed with (receNtd. by) the Ag..,cy,CI8rt< orb DlStl'lOl at th' Dlstriet's Bl'OOksville tIti'III. within 2'\ days 01 racelpl of this notloe. R!Celpt is deemed tc)'b~, ~he mth day llft8r h date on which tl'\19 notiC& ~ d.~ In 1he Unlted States maU. ,Failure ,to file lit recpst for hea1ng within this 11rr.e , period IIhaII oon.muw a' W'IVe~ ot any right )IOu or euel'l pereon may I\aII8 to request 8. , h..rt'!Q undfl.Jl' $eCti(M'ltl120.SS9 and 120.57, FS. MedlBtian pursuant W'Seetlcn120.67~. F.S:, to &QUirt an administrative dlsp1.lte.reS)ll'Cllng me DI8tl'lCt'e action in thIs matter il not aval1sb\e prfcr to tne filing of a request tor hearlr'tg. ' ,": .':' . Encloled Is . ~NPtiOl~g"packetrt that P.l'ovIdes ~atbn l'Iigardlng tl'l~ DlStrlOt Rule ' , 4OC-, ,'010, FAC...,Wl"iioh addl'G~ the notificatiOn of persons whose substantial 'intenlStl may bt atfeaecl by ttle Di8tI'i::t's sctlcn In this mll!ter. The 'Pagk&t OontaIns ' guldtllnss or. how to pmvtde notice ~f.tM Dls1rtOts dO!'!, and a I',lotloe that)'Dll may use. . ." . ,"',." The IrlclQged approved construction "p!en~ are p.a\rt cl' the PeT1'11tt, and construCtion must be In.~rct.nce with ~~ plMs. '. . 3lt)Jeot . i I, I, I, .' \ . , ' L~!lB/2ea5 1e:21 81311.54812 E~IGII-.EERIHG Ol::}IST p~ 1:1" , , ?ermlt No.:' 466E !697.001 Augl,ltt 2. 2004 Page 2 ':', . . I . , . . ' If You have- ClUes one concerning the permit, 'please eontlOt Morrt& G, Altte1" I P .Eo, at the Bi-Ooksvlle SElrv\Ce ' 0fficIe, e"n.l~ 4381. For aseI1t8nce WitIi. en~entaI concMlO; Jllease contact Leonal'd F, Ba/'t06t P. W .S.; ext.emJion 4362, " " , ' $: . . ' " . ,'j :.' SlncertllY, ' " . "~' ',/ J ..----.l-'-o~ "., ',. ", , ~~~v--" , ' .~,'I.",,~" , . " t I .' , Henfy Robert L:.~ I, P .E.;:D1rCor ' '., ' ,,' , , Blt)Dktvlll,. Reg! IRtIQry Depal'lI"Mnt , ''''','' \ ' HAL:Ml3"=jkW ,."-" " ." ' " . " '~1o&1.I1'b8: " \P~ Permit wfCOnQiliono AftIched \~ Con8t'l'UCtJon Drawtogs' , , . ~entof~letIetl "" ,.''- ~ ,or AI,\1t'IcJftzatb to Oomml!nee bonstructiOf'l' , " , ..oticll'(l Pd!l (42..0D-039) ", , ",.'. ~ona 2El'-106.201 and 28--1.os,SO~ 1 F .A.,C. . CClIenc:, Pie of f ecorU 4fJ022591.001 ',,' - , '.,'" , '. ~otle:rt '. Grt8ll, F.E.;.Engfneeeitlg ~8lNOtiOncor\stlltantS, inc. . '. Leonarl A. ZuBo, E"gln~g ~~~ C~ltMtlll ,II'lC, .' ,', .,' , ' . " .,: . " ,~. , . " , ' " .,' " ," , , , 'l I, " , , . ;'" " , . " '" ," - , ' 10/18/2ea6 19:21 S137154e12 ENGlttER!NG CONS" p""J;.. , ' ',", , , SOUTHWEST FLORIDA WATER MANAGeMENT DISTRICT' .. . . ENVtAONMENTALRESO*f' ,. " l5N:FlAL. FOR MINOR $UPlFAOE ,WATEr! p-'GEMeN'1"' SYSTEM!:! . . PERMIT NO. 46022.5g"7. ' . ' . . . . LEQlration~ r.,~ust2'. ~ \, Issue- ~~ Au9u$t 2, 2004 : th'~ pomllt ie'l. u;cl undertM ~IOn$ Of Ch8ptgr 37a, FlcriQa StatuteS' (F.S.) arid ~ RUles Contained: In'Chapters 40C 4 a,nd 400-40. Florid&. AdministratiVe Code (F,A.C.). .The permtl au~ortza the Permittee to procMd with arsructlon of a surface water manage~ent ,system 1n ~rd~n~ with the lnIonna1lon outlined herein I I'Id ehOWCl bV ttle epplication, approved drawlngst plans, ~Icaflone, arttl other . dOCUments, lite :hed 'hereto and kliPt on 'flle Bt tI:Ie.SOuthwest FtorIC1a Water Management DIstrict (Olstliot), Unl. I otherwige'stated by permit !paolfiC Condition, permit lasuanca canatlutes ,ceTt\fic8t1on at , . cornpllanoe witt state water q~ity standa.rds under SeotlO~ 401 Of ~ Clean water ACt. 33 U.S.C. ~ 841. A11.~onet1'lJcnon ~ratlon end maintenance of". eul1ace water manaoemern SYIlem auttlortDKl by this 'permit shall occ II' ~ oompllance wtltl Florida Stliutes end Admlni8tratlw Code'and the COl'!dition* Of this o permit. " . . "",.'".' 0 , . . . , ' 'fIROJ~ NA' IS; , ' " 5a,9t fiasco Professlon~ parK '.' " GRANTED TO: , . . Thon1as W. Van,m-r . 6'1.51 Sliver CleI<9 Boulevard '. . Zephyrhllls"fL 33541', . ThomaiW. Van.r ; . I . . OP, & MAlN'F., iNTlTY: , ' COUNTY: . ~PIRQJ : , "TOTALACRIiI oWNeD OR UNMr:t 0 NTROL;., PROJ!CT.SIX i: Pasco . 03l28M1E .2.59 , : 2.59 ACra.. LAND US!: ' '..commerolal ' I, , ., . , .DA'T'E APPLlC mON,FtL!D; . ~y a. 2~t>.4 \" ' ,I, .. . ,~' AMENDED D,t rE:". . NIA ' '~II~~IFIC CC) ~aN8",. " . , .:,' , "1. " 'I~~ ~ me;:"Ip~'tne prO!echirea:~red bYthe'sUbject'~~'i. dlVl~:,~~ som~ ~ther . , , '.'" . tI'1an tt lpermlttee becOming 1tle owner-Of part of.the project area, 1t!1$.permlUl'laIl tem'linllt8, . .. . : pUl'lur It to. ~ 400.1.6108. F.A.C. In such sitUatlcn., each land owner shall obtain a,per:mit. , . . : . .(whlcf1 nay be a mPd1loltkl1'l ~ !hIS ~rmlt) for the land 0ViT'1Id bV that perscn. This condition shall' . '~-r> Iv to ttle divisIOn and .. of 11?fS or un~ 'n f68ldentlal SU.bCSl~I8IO~ or eondom !niUms. , 2. . unleltt ~ed oui~rWise h~re~~ ~'~j~'~ all'~tCtm~Qn'and'~ reqU~ ~this J)enTIit shall t t ,submltled ,to:' . ..' ' ,,: ' ,', 1.0/1B/2e~c 1e:21 B137154812 ENG:::l-€E:IUNG CONST r~ vw ! . . 'Pem'lItNO;:~ ~.OO1 Augult,2. 2004 . . PI08'2 . ,', ' , ~. , ' , ~ ' '0;. ' :;. " , .' ' ..,' . 8rooktn I' F\lgulation ~ent:' :'., ' , , . : ' . sOlJt1W. ~ Flot'ldB WaW'Men89"""ent Olltrict ' 2379 91 18d StrMt .. ," " 8rQ_ lie. F'l. ~: ,:;' ,"..' ," ' , , :: " , , ,...' . .. I . I " 'The pel nit nl.l'nb6r, tltI& of j.epott or .~atIon aNi' awnt '(for rea.rrinO report or Information : ,,' oubmltl n"hllU be f!:1entlfjed.Qn tiIIlnt~~on end ~sUbml*d... " . " , , '. " :,' " .'. . , :,.:..' .' .' . ".", ;.' . "'. :' , " , ,: .' 3.' " tho-Pf n~&hallfGt8klhdNlgn.ngfneBr.'or,o.,erpraf_lonlleng\n8Br.l'8glstei-edln . , ' f:!Iotidl. to conduCt on-elte qbaervatloot or constl\lCtlCX'l ~ ~. wlltI the. IiB"buit certIfk:atIon, ' , rtqUll'8! lents of thiS pl'Clject. The p.rmltl:ee 8l\allII'IfOl'/tI the D\cUiCt i'l'writk'lQ Qf the nll/ll81 IddreSs , ' 'MCI pt\t ne numtl.r ofothe prdfeeeloMl el'\gll'l"f,c employed. .Thie InfCrmstiml e~a11 be'sutlmltted ' PrIDI; to lOI\8trUClIOfl. " .' ' . , 4:. ' :within d '.. Iin-~ COMplEltion of ~"*~ .Of 'me ~~' aGlIvttY; tho.p~mltt~ ShBlt"submit to ~hI'E 'ookslAle &erviC& Office a \W~n statsment o! completion end cert1flcQtion by a reg~ , JlI'OfIlll onal engtneer. or other aPpropriate i\'dVIeIUaI as atJthCltif:ed. bY taw, Utill%lng the- reqlJred . : '$tatII'n mt of,comPletlOn'anti 'ReqUMt for Transfer f9 ~ I!ntltyfotm iclentifled"ln ~r . 4qD-1- 59. F.A.C., and algnlld. 'dated end.U*d p.bultt rftviln9t:. ,'The u-bUllt ~ng9 s~aI1 "Id~ any de\IIalIClM from ~~,~ CQnStI"tIOtJOn C1taWlr,,9S. ': . " , .' .' .6, ... ",..i,1l1ilal ~ i!..~ upOi,;;.k. ~~ii.e ~~,to ~Llllton_"- to . ': .... me. poll~ removal efflOlenCY.Of the surt~ WIler. rri~~~nt syste!TI- ~ Permittee , : "may bl ~ to oooperBl8, In thlf r8garrl ~ 8IIQiImg 01'l~ acc~ by CIBtriCt feC:lraMntatlV8e, " ..by allO rll:\g the In.-\ldon and ~on ot testIn; ilnd monttorif,l.; ,qulprrlent.' end. by a1~t.\9 " 0lh8r. ~ rnGUures as ~ on sileo , " .' . , . "., .,..,,' " t5i" ,', The 01 ..n end mBll'\t8nanee entfty shallsuQiTllflnSpetilloO r.,l1S In the torm requred by~ . .' ,'. nbrtrlc In. ~ wllhh follawl!"g 8~edule, ,', " ", , ' ,:' ':. " . .," ,,' , " '. ,,' '. .', ". , " , ,:;' 'For~ ~~8 ~11211"19 ret8mlai ~r.w.t ~nl the ~~s sliaIl be ~~ed two (2) years . .r e .,.tlOn It ~ II!U'lCl every~ ~ ytWI tl'\8reefter. . . . '. ' . , ' " .',' , ' ." .,'.... ' : " .: : , .' ' 7. ',:' , Thls n xllflcaticlrl. ~on, p.,nItNo. 4~.0011 amendS the prevlotJSIy l88Ued '. ' , Oontt _ permIt-No. 460H$97',OOO 1It\C1 eJl conditions are rep\Bced bythQ oondltlons herein, '. ,,0, . ~;;, ~ .;.. ~Cll ~.~~!lS';'; Mu.... P.OfIII~ m"'~~- be . ..' . . _In Id for 8I'lV.con~ In 1h~ ~'. ,. a requIrement Of ~ petmlt modlftClldlon for .. ' ':'. It\l/ll'th se 11_. ~ Pe"",1tteliI cl'llall submit a 9ta\8menf~' q,mplatlc(l ancll!lS-built drawings. ',' ", . .',,', ,.' ',..' ',:,: .'" . 's.' " 'Ii lime ilaIe ~raok leencouriterecl dUrl~g ConstrUction of the sl.l'!sce war m~ement . . sy$teI I, tl'I~ Dl8tr1ct must be notified liMO ce""ructlon in the affected Brea '1'IB11 OIlSSQ, .', ' . 10.' · -n,.F .SI1oI "",,1li~~~ ~~~_ept~Il1O""'-.. .. man. lIITJent tYstIm Y4ttlk'l 48 hours DfdiscOVery' end mutt _it a dQtalled tinkl'lO\Q e\laJuatlon ~~d ~ p,aI,r plan 10r a~~ by the pl&tIl~.wt;h~ ~ diaye o( ~l8cOverY. ' :' . ' .. . ' ' ," I ',' , ',,' .,' , .' ' , " : ,,',' I, , .. " , .... " ' , ' " " .," ',' .." --- -. - -.-- t::14G!l-lEERlt<tG CoNSi HV lSl 2006 10: 21 81:ailMB1? Permtt No.; 4602: 597,001 "Augue! 2, 2004 . page 3 ' TIle DIol cl"~ pl\Dr ~ 10 tho Pomiitlllo, meyconl~ otHiIe hts~~ 1O..-n.e ltffeoIive i8SI atm. eroalon gontrol barrit!l1'8 and other m:1;ures employed to'pre\leflt v\ole.t\Orls of . state we ar ,Quality ltandards <<nd avold.dQINnstreem imp8CltA. Such barriers or other measures " should c mtrcl diaCtla.s, erocipn, and eedirner'lt transport dlXing constrUctIon and thereafter,: The Oit' lGt Will aIIO cleterrnlfle 8llY p~8"tlal envlrOf'lm~tal problems that mav develOP as a rHult of'ltavlr I or removirlg:t\"le bamers ,and other meelul'e$ duril"S oonatruCtlonor after construction of the prolr IT. h~ *1'\ comPleted: TIie permittee must provtCl& Gl1IY remedial m~ul'GS ttuit are . n.-d. ' ' ' , " '..' " ' ' . gENEJIlAl.. C.m 2I110tfJ 1, . . . Tho lJOI .rill.~ _0<1 _.. E1ChIb1 ~;... .... !lOJOI>Y Jncc<p,ralOd intO thit penna by . t'Oferen a an~ the, Perm~e ohair ocmply w11tl ihem. . " . ,11: .~~. .'r'Hi~~~ ~~f.~t'W,P,~crroR~ . Bf\OOl<SVIl.!1\ sGUtATIQN DEPAATMENT " ,... ''',' '. ". 1\ . . .1. ;. . , ' 121Q6/06 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 ~ 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 10:)6, 2. Please find the geotech's soils report which may have been inadvertently been omitted from the application). My suspicion is that this is the missing piece that your building comment is referencing, 3. Soils shall be treated for tennites 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. Willingham Architecture, P A Copy: Drs Khan, Safdar + Nensey, Frank Vari WILLINGHAM ARCHITECTURE, P A Design, Consulting ond Project Monagement for HeollhCore ProfeS5ionols 1698 Manor Way South,S'. Petersburg, FI33712 727.867.2011 AR13975 Poge 1 of l/permil comments oddressed.do<: 12/Q6/06 WED 17:54 FAX 727 867 9455 Wi 11 inghamCompanies ~002 h _!'~_ . ~ 1 f ," . J: "." . ........ ..., :j ,~ ". t................. ..... -l .. ,.'~. ,~ . '.~ " 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/(}6/06 WED 17:54 FAX 727 867 9455 WilllnghamCompanles ~003 August24,2005 Troy Willingham Willingham Architecture, PA 1698 Manor Way South 51. Petersburg, Florida 33712 IJIWIIIII DtJ"" EngintIBrinfl,lnt;. 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(: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 appears thatthe soils atthe 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 tZI2 ..... DrM . Idessa, Flertda Ui" . ......,...... . faarl1S-lZI-l4Ill 12/Q6/06 WED 17:55 FAX 727 867 9455 WillinghamCompanies ~004 TABLE OF CONTENTS PROJECT I NFORMA TION ............ ......... ......................,. ..... ............."............ ............., ..... ........... ...., 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 Soil Borings....................................,......................................... ,....,............"............"..............3 Groundwater..,........,.....,..............................,..............,............. ,....,..........................................3 LABORATORY TESTING.................................................................... .......................... ...................... 3 SUBS URF ACE ANALySiS.....,......................,..........,............ ........... ... ..................,.......................... 4 FOUNDATION ANALYSIS ..... ..... ...... ...... .... ..,..... ..... ................ ..... ....... .......... ...... ..... .... ............. ..........4 FOUNDATION RECOMMENDATIONS ..... ..... .................. ................ ....... ................. ......... ............ ..........4 RECOMMENDATIONS AND CONCLUSIONS ................................. ,..................... ,..............,......,... 4 Site Stripping......................... .................................................. .......... ...................................... 4 Proof rolling .............. .........................................................,...................................................... 4 Structural Fill.....,.................... ..............................................................,...."............................. 4 Definition..........................................,........,.,............"...................,.......,................................ 4 Soil Suitability...................................."............,........,......,....."..............,................................ 5 Placement...........,...................................... ,................................,................................ ..........5 PAVEMENT RECOMMENDATIONS. ... ...... ...... .... ...... .......... ..... ....... ...... .......... ........... ........ ...., .... .........,5 Section Description... ..... ............ ......,.... ..... ...... ...,. .,.......... ..... ....... ..... ....,.......... ....... ...... ........ 5 TESTING AND MONITORING .... ..... ..............,.. ..........,.......... .....................,...............,. .................... 6 LIMITATIONS..... ....... ,...................... .......... ....... .........,.................................. ..........,.. ......... .....,...,.... 6 ATTACHMENTS Site Location Plan (Figure 1) Boring Location Plan (Figure 2) Soil Profiles (Figure 3 and Table 1) 121!>6/06 WED 17:55 FAX 727 867 9455 WillinghamCompanies ~005 $""" :'ti ~:,. ' .. Zephyrhills Professional Center Site Pasco County, Florida GDE Job No. 05-432 Page 1 PROJECT INFORMATION Existing Site Based on the project information provided for our review, we understa Ild 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 feettor the structures and 5 auger borings to 8 feet for the roadway/parking locations (Figure 2 - Boring Locations). Our testing included the collection of representative soil samph~s and recording the SPT blow counts during the drilling of the borings. · Measured the stabilized groundwater levels at the boring locations. 12/0,6/1[)6 WED 17: 56 FAX 727 867 9455 WillinghamCompanies ~006 .... 'I-'~' :<. I, ',... ' . t, Zephyrhllls Prote..loMI Center Site Pasco County, Florida GOE Job No. O~2 Page 2 . Reviewed and visually classified the recovered soils ir. the laboratory using the Unified Soils Classification System. Developed the general ~;oil 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 WillinghamCompanles ~006 $':I:"'I'~.'.., ...... .11 ,. ,: Zephyrhills Professional Canter Site Pasco County, Florida GDE Job No. 05-432 Page 2 . 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:curse of our study, the field and laboratory data generated. the subsurface conclitions encountered, and our geotechnical engineering recommendations for the proposed project. Soil Survey Review . . According to the U .S.D.A. "Soil Survey of Pasco County". the soil types present on the subject site are: . Arredondo fine Sand (#43) - Consists of slightly silty to silty/clayey sands to a depth of 80 inches. Historical seasonal high groundwater level of greater than 6 feet below natural grade. Hydrologic Group = A. USGS Topographic Map Review The USGS topographic survey was reviewed for the site. The site is found on the Quadrangle map entitled Dade City, Florida. From this review, the site is estimated to occur at an approximate elevation of +95 feet National Geodetic Vertical Datum (NGVD) of 1929, SUBSURFACE EXPLORATION Field Exploration The procedures used by Ground Down Engineering, Inc. for field sampling and testing are in general accordance with industry standards of care and established geoter: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 th~ 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 sumdard 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 split spoon. 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 ~007 $,.~ ! ' ii,'. ~; Zephyrhills ProfeuioMI Canter Slta Pasco County, Florida GDE Job No. 05-432 Page 3 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 sea.led 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 strudural 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 SubsurlaceCondUions Soil Borings The borings generally encountered clean, silty, slightly clayey to clayey sands to an approximate depth of 25 feet below existing grade. Please note that the SPT -N values are presented adjacent to the soil profiles on Figure 3. The correlation of the SPT-N values with relative density, unconfined compressive strength and consistency are provided in the following table: Coarse-Grainad Salls Fine Grained Salls Penetration Resistance N Penetration Unconllned (bIowsIft) Relative Density of Sand Resistance N Corr,pressive Strength Consistency of lblowslftl or Clav Itonslft2)' Clav 0-4 Very Loose <2 <0.25 VerY Soft 4-10 Loose 2-4 0.25-0.50 Soft 1 0-30 Medium-Dense 4-8 0.50-1.00 Medium 30-50 Dense 8-15 1.00-2,00 Stiff >50 Very Dense 15-30 2.00-4.00 Very Stiff >30 >4.00 Hard Groundwater Groundwater was encountered at approximate depths of 9 to 10 feet below ground surface in the soil test borings that were performed in August of 2005. Based on our past site experience. the results of our investigation and review of the SCS soil survey, it is our llpinion that the seasonal high groundwater table will be encountered approximately 7 feet below e)dsting 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). 12/0,6/06 WED 18: 03 FAX 727 867 9455 WillinghamCompanies III 008 ..... i,!:i i:, . l', Z.phyrhllls ProtellloM! Center Site Puco County, Florida ODE Job No. 05-432 Page. 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 totul 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 estimaled 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 emhedment 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. Proofrolllng 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 passe~~. 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 12/06/06 WED 18:04 FAX 727 867 9455 WillinghamCompanies ~009 '$"" 'I; It', . II. . I": Zephyrhllls Professional Center Site Pasco County, Florida GDE Job No. 05-432 Page 5 the Unified Soils Classification System) and less than 5 percent organics by weight. However, material containing up to 35 percent fines (materials conforming to SC or SM in the Unified Soil Classification System) may be utilized as structural fill, if their plasticity index is less than 30, and the working subgrade is at least 2 feet above water or groundwater level. If fill material with higher fines content is used (< 35 percent fines), thEI materials will require the use of compaction equipment designed for clayey soils. This includes a stleeps 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 (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 soils, when compacted to at least 95 percent of their modified Proctor maximum dry density will exhibit a minimum LBR value of 15, and that the total number of equivalent 18-kip axle loads will be less than 100,000. Based on these assumptions, we recommend the following asphaltic concrete pavement section: Section DescriDtion Thickne.. lin} Surface Course Type S-1 or S-3 Asphaltic Concrete with minimum Marshall stability of 1:500 Ibs. 1.5 Comoacted to at least 95 oercent of the maximum laboratorv Marshall dansitv. Base Course Limerock having a minimum LBR of 100 and compacted to at least 98 per,::ent of its modified Proctor maximum dry density (ASTM 0-1557). If the bottom of the baSI! will be within 18 6 inches of the seasonal high groundwater level, then a moisture tolElrant base will be reauired, such as shell, crushed concrete or soli cement. Subbase Stabilized- to a minimum LBR of 40 and compacted to at least 95 percent of the modified 6 Proctor maximum drY densitv lASTM 0-1557). -ReqUires blending either shell or IlmelOck with In-place surfICial sand. Typical composite samples of subbase are 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 1210?!06 WED 18:05 FAX 727 867 9455 WillinghamCompanies ~010 ... ..'.'1"".'.. '. .Ii, ~ Zephyrhlll. Pro....ional Center Site Pasco County. FIori. GDE Job No, 05-'32 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. 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 placed and per Pasco County Specifications. IIJMIT A TIONS This report has been prepared for the exclusive use of Willingham Architecture, PA for the specific application to the project previously discussed. Our conclusions and recommendations have been rendered using generally accepted standards of geotechnical engineering geology practice in the state of Florida. No other warranty is expressed or implied. Our conclusions and recommendations are based on the design information furnished to us, the data obtained from the previously described subsurface exploration, and our experience. They do not reflect variations in the subsurface conditions that are likely to exist in the region of our borings and in unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. Should variations become apparont during construction, it will be necessary to re-evaluate our conclusions and recommendations bast~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:sible 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 asseBsments 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 fl)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. 12/96/06 WED 18:06 FAX 727 867 9455 WillinghamCompanies ~011 J 3- "', ,~.Dt! ':", .: !'~""~_'''''_'''' ..~".,i' . '." .-, ttltJ& Alh!' Cllnningb'"Estii1t... ..... i: ;_ -.,' .. .~": . . .,' ," :." 9 . /501f' .n' ".";1" 8, 'Ja.d !: :G' "'.:Jlg"-.t!lI....1: ..~ ..,-"..~ ," ._ '. .... .!l!'I1-~ .' . ~:; .. :. >.: ~",~,.,,~..-.." ........'.,...i. 'I.,: ". .(it...,...'......' , ..... ",. ....". ",- , . : :.~ I . " : : _,-~ ,'.. ..'.,...'...~,....'..... .' ~'! , .....'A' ">Jft ',-"....... t ", .... ".5'4~... l;;._.._","' '" l' . '0. ~. PROJECT LOCA TION PLAN ZEPHYRHILLS DDnl:-=C::~lnN41 ~~NT~~ V ARI Construction Services, Inc. www.variconstruction.com 2311OStateRoad54 #106 Lutz,Florida33549 (813)973-2657 Fax(813)991-5128 Quality, Integrity & Customer Satisfaction January 27.2007 uP' DO oolDO"" ~" 1,~/~.{1 t5 pY- "I \19' 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. /ff~ Francis J Vari President CG- C059192 STATE OF FLORIDA: COUNTY OF PASCO: THE FOREGOING was sworn before me this 2ih day of January, 2007 by Francis J. Vari III, who is personally known to me. ~ N tary Public ~J\. Laura E. ~ . ~.; My CommIsslon DD242III ~.,::; Expires August 21. 2007 ~'1.4""__..___..,.,.___.... ~ : El ~ ! 1 ~ I I' .if ..! ! : r. ~ i iI ~ i ~ e i:i tt ; n ; ;;; ~ l;r ~ !!! I g i il i ~ ~ ~ ~ ~ a g j d i! f ~ i 1. i ~ ! I! J ij '''; g Hi ~ii.~ ~ ; ~. i I ~ r i ! it i . I U I I '..' 'T /t.... 4111- Existing Parlcing ..:..._1 I~ . : , j} 'q ~ r I ~: .........\ ; ; :! ( l l i-q i l-y ~. LLJ..,JJ \1 /L-- Existing Building ::~,!-Tll iTi i i iTT I r I il, , ) i I I :: 1 ....; Existing Policing '~~;1 f ~ ~ j j ! j i ~ ~ & Ie. . } : : - ..~~~-.,.,.,..,.. ,__~...L~_,..., . . ~ ....-....~.. . ,: ,. " I, 0 I; I . 0' ." o . 0 ca , I -a 0 :7', . 0- ! I' e... f , ~ ... ~ a.. - 3" CD .. -". - ~d WdlS:~l 900~ l0 'AON '~==,,"":,,~_........ '> ", [( ! ff:::=~=:111 ) ) w I ill H Ii i Ji -J r- I ill H H ! il ..0 ~, :i! a H ! l ! ~ 1/. ! 11 Iii L~ I i. ~ H III JI tr\ .,' ! Ii In H!!'~ !- . : :: )C'- U!!: Ii!!! ili!~ I I,~. ~ H ~;~ : 1:.., I '. ! Ii Cl Hi:, ........ I I 1!1 :::u II i i ; ~ : . ! 1j i! i ! 1- VJ "'1 II ! I! llf~ ".I.ii 0.11111-'1 ,I'i il ::::I:1!;71 '.." ""I'~ II i 11 !i! '0 I'!I! Ii i d - I- j " !!! i i" III i !f fl" i i : V" . J ~ I : ., i I ii i H .- ,.i H ;; Ii: C I' i jl 11 ill N i iii iii', I 11 i ii :1 ! I i I I. [ il II iV,' _. I '.::: ~H:!"Q I I" .: ,l i, II Pi; H ~l; : . . ,.1 ~ . ~tlll!! 7, Iii i j, .....i1 I I tit'" '" i H :" ill :\ I , III II J! i !f I'" I "'i!!! q;,:, .. 1 li --:1 i ! j -', i ! P C>>! , , ! I I it Ii: f i '.;!, 'j!!! I::: N1':ii " ';; "'f, ! ! , 'lIt! ~::;r . ,,~....;J ;:a~==-=~:~ .I " ~ ~ o 9- 00 ~ - S3~I~~S NOI~~n~SNO~ I~~~: wo~~ 8~lSl66~l8; 'ON X~~ , I .d' 7" 1. fi E L l-VI \\' fjO"'c:n of:J8 o. !"i i[i; !!!. :i. n. iii' ea- cg ~ "0 ~ a a. =*"a. a J e~ (fl- ~.'~ \J o~ :;7. ~ "'t (TI ~~ ~ ~ f"'"+ "'It\ L~ - ~ " ) ~ NDV-02-2006 1219: 1211 PASCO COLffi"Y DEV REV I EW 727 815 712100 P.I2I1/12I1 " , . " j ,: .' , " j'-: }I .' : ~: '" ,.0:: 18'd "[C'OO 0& H8 . 9S :9"[ 90~~:Hl~~ ,~" " '::' ~ ' ~--~..- " -.---- -- -_. - -- ..,-... "1 , i c;. City of Z~yrhi11s - Building Dept Phone: (813)-789-0020 " FAX: (813)-780~P021 .., '~'I-', ,!,:, ....'::,.';". .. " . ~J ........ -".\ "j,. " ~ _t:rtn'll: i ,..-]0 . .~~, ~-~-~--J~;~~----_._-~--~----------~------_J~----: . ~ I FAX#: 7~7-815-7000 FAX#: 813-780-0021 : DATE: 1 i~l-06# OF PAGES: /' I : I MESSAGE: ~pYNavcmber. We~inneed4addressesforthebelowproject. If you : I have any questio,s, please contact.us. 1b8nk you- I ~ . ~ I I tU. : I I I .~ ~' \ '. ,), " ,:r, ,< Parcel ID: O~~26-2J.-oal:O-OO1.00..:()O'l:0 -Unit 1. -.l3'1QOO 0~26-21-001Q.OOI00-0~ -UDitl _/,3 '1 '10 cg :' Olf2~21-00l0.00100-QG3tl -Unit 3 ..../.31'114- O~~26-21..o0rQ.OOI00-0040 -Unit4 -)37 q ~.~ CcbmcrciBl- Medical Offices I' D~ta:y Road J)~ ~ Type: Facing: , :,' k.a e<e.J - \-hi.~~ 6-. +e.r-~ I{{~ ~t 1 ~w ;~ , ':' ," \ :. ' ," . \ .' ~ " , ~, " ,Ii; " , ..~: , ~:. "/, ,,',t, ': . . ..~::' .: " t' ; ."1 ,; ! , ! .: '! .{' I ': i '1' :! " ~:~. . .. " j ; , "::. . 'K .' .,~ ,'~ ,: '{. :' ~ .~ ::~... ' . ,~: " ,'/ . ',' -,;t. . ". '. ,S' , " 1~ . " "';':,.f' " ;:",:">:t'" TDTFlL P. 1211 '. !~; '., d' ....-: ~;;-' " /, i, .' Page 1 ofl Karen Miller From: Todd Vandeberg Sent: Wednesday, October 25,20069:17 AM To: . Karen Miller Subject: RE: Daughtery Road Professional Center l2-(-?(O/' - t-Jk S u.h n- JrHQ ~ Infrastructure work I site work can proceed if Bill is Ok. Justnostructuralworkunti the Finaf.plat is completed. ~ I D/~ bCo "~:I\;;;iqI~ 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, 2006 8:32 AM To: Billy Pee; 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 (Le., approved construction plans, letters). Thank u. Karen fJv ptt~( rhYj W&/fj CtAVI kJr" ~+ V'!() C' O~ TSSI.{-ed v.~rl t-tt~v}\ Li\ fS' d' C.eE/-rtry r! p fA tL of ( 5 ~ tel. Ode [f;vVfJ /d: fEI seLf. /1, D/,o7~ 10/25/2006 Page 1 of 1 Karen Miller From: Todd Vandeberg Sent: Wednesday, October 25,20069:17 AM To: Karen Miller Subject: RE: Daughtery Road Professional Center l~h(~ - t-Jk 5o..bt'1"' J;t""a61 ~ 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@ci.zephyrhills.f1.us t) ~~~I(:)I~/o&; @ I\~d.qf~ From: Karen Miller Sent: Wednesday, October 25, 2006 8:32 AM To: Billy Poe; Todd Vandeberg Subject: Daughtery Road Professional Center We have received the site work permit for the 4 medical offices off of Daughtery Road. Could you please respond back via email advising that we can proceed with site work that your department has everything it needs prior to this (Le., approved construction plans, letters). Thank you. Karen 10/25/2006 Permit Application Review Comments :BY: Bill Burgess Date: \b(~Y lo~ Address: ::/lq~~ "Drt J~_((S\'-ilQ :Lt,,,, Type: \')lJli-t ~ .0 ~~Q C;;C;\ 0"0 ,..0 [g] (26) No Comments v~ L-b& Lf- 5{,.JLQ..JL 0 n ~ t=/m . ~Lj &\ '-l0Y"' \o(dl..\f~ CD pLl'lN S~L C"-"1l,/ v-Inrt ~ '5*""\ S-rIiDL\"'~ ~tJl~i'~' pEJ'.- . ~ 'tF'L~ ~LD ~, CUD1i- 11# 110 \0 ,'~ 1') 4f j G~NIKAL ~~KM~f IlNU P(.~SCO COUNTY,.' F1...0rUDp., CCJN""f'Ht)CTT)F~ H:: iW:lf.1E::... E:/~G':[NEEHING COI-..j:::ITRUCTHJN ADDR: 6844 'DAIRY ROAD C/STu ZEPHYRHILLS, FL 33542 FORn ZEPHYRHILLS PROFESSIONAL CENTER CHECK" 3609 D,{~UGHTEPY FW('~D ,1:1CGN'r TOT lH.. (.'~1'1OUNT:; COMPNY 1{~CCOUNT CENTER Bl02 - 329500 - 2 ~:i() .. 00 (.:li'<ICH,ji'rj"" ~:.'iO " 00 :I. ::.~::.!.; F;~ECE II,)ED BY DA"Y-E::: 08/09/06 'r'IMf~:: ()9::5f~~ P(:IGE u :i. OF :i. ISf:H.JE OFFICE:: N F:ECEIPT j'.IUNDR:: 009c")O~'ifj4 OFFICE: NEW PORT RICHEY J.)Ef:;U~IPTION/PE:RMT D'{:lT(~ IH~/CF~ RIT-D-WAY USE PMT 60