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HomeMy WebLinkAbout07-6753 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6753 .. Permit Number: 6753 Permit Type: COMMERCIAL Class of Work: AD DIAL T COMMERCIAL Proposed Use: COMMERCIAL Square Feet: Est. Value: Improv. Cost: 1,500.00 Date Issued: 6/06/2007 Total Fees: 120.00 Amount Paid: 120.00 Date Paid: 6/06/2007 Work Desc: CONSTRUCT 23'w x 54'1 x 10'h WALL Address: 3961 COPELAND DR ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 24-26-21-0000-00100-0170 Name: BETTER MIX Address: 3961 COPELAND DR ZEPHYRHILLS, FL. 33542 Phone: - '\ ~, nu..L2c0 (0- 1\ -07 I~ FOOTER BOND PRE-SLAB LINTEL BUILDING FINAL 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 improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." NO OCCUPANCY BEFORE C.O. hi ~~ CONTRACTOR GNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER Owner's Name JOHN T. I Owner's Address I 9301 DENTON AVE., lRJDSON, FL Fee Simple Titleholder Namel City of Zephyrhills Permit Application Fax-813-780-0021 Building Department (] 1/ t/e.K.. c!. e't.J- '1~ /f- j 1./5-0 /f1J/ 813-780-0020 , Date Received Owner Phone Number Owner Phone Number I Owner Phone Number I Fee Simple Titleholder Address BUILDING SIZE B D [TI I Block wall/23'WXS4'LXI0'H SQ FOOTAGE I NEW CONSTR INSTALL SFR BLOCK ZEPHYRHIIJ.S, FL LOT # I PARCELlD#I.Q4--~'d.\-GOCG ,(-".:AOn .C\/O (OBTAINED FROM PROPERTY TAX NOnCE) G::J ADD/AL T D SIGN 0 MOVE D D REPAIR D COMM D D FRAME D DEMOLISH JOB ADDRESS 3961 COPELAND DRIVE, SUBDIVISION WORK PROPOSED PROPOSED USE TYPE OF CONSTRUCTION OTHER I t'ence/Perim1b~r wall STEEL D OTHER I DESCRIPTION OF WORK HEIGHT I I I I I D I AMP SERVICE D PROGRESS ENERGY D W.R.E.C, tp-'4-cn - p_:............. r'lf)l lit.. p,Ju..::, I~~. BUILDING\'1....."...PI$ / ~" . ~~ rv . F / .;;; DO . . D ELECTRICAL 1$ D PLUMBING 1$ D MECHANICAL 1$ D GAS D ROOFING FINISHED FLOOR ELEVATIONS I VALUATION OF TOTAL CONSTRUCTION VALUATION OF MECHANICAL INSTALLATION SPECIALTY D OTHER FLOOD ZONE AREA DYES DNO BUILDER SIGNATURE COMPANY REGISTERED COMMERCIAL I I I I Address License # I MECHANICAL I COMPANY I SIGNATURE REGISTERED Y I N FEE CURRENT Y IN ~~I ~~# I OTHER I COMPANY I SIGNATURE . REGISTERED Y I N FEE CURRENT Y I N Address I License # I 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I1111111111111111111111111111111I1111111111111111111111111 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. Attach (2) sets of Engineered Plans. '''~PROPERTY SURVEY required for all NEW construction. 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000) .. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades AlC Address 9301 DENTON AVE., HUDSON, FL License # ELECTRICIAN SIGNATURE COMPANY REGISTERED YIN FEE CURRENT YIN Address License # PLUMBER SIGNATURE COMPANY REGISTERED Y I N FEE CURRENT Y/N SIGN PERMIT Fences (PloUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other ~nstallations not specifically in?luded. in the application. A permit issued shall be construed to be a license to proceed With the work a~d not as authorl~y ~o vlol~t~, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II.dlng OffiCial from the~eaft~r requiring a correction of errors in plans, construction or violations of any codes. Every permit Issued. shall become, invalid unless the work authorized by such permit is commenced within six months o.f permit issu~nce, or If work authorized. by the permit is suspended or abandoned for a period of six (6) months after the time th~ work IS commenced: An extension may be requested, in writing, from the Building Official for a period not t~ exceed n1n~ty (.90) days and WIll demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the Job IS conSidered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A A ORNEY BEFORE RECORDING YOU OTICE 0 COMMENCEMENT. FLORIDA JURAT (F.S. 117.03 this CONTRACTOR ~' Subscribed and swom to (or affirmed) before me this by Who islare personally known to me or has/have produced as identification. OWNER OR AGENT . Subscribed 1nd swo (or Irmed ./f..-II-o by ~ . (.... Who iS/are~rSOnallY known to me as/have produced P- ,L,' ,A.. ~ identification. (/~;;? ifJ!,- ~ l}:;z{klf.Ub'" Notary Public Commission No. Commission No, Bobbie , ~1IJONJt s~'" EXPIRES February 22, 2008 BONDED THRU TROY FAIN IHIU.I\~',;F iN( Name of Notary typed, printed or stamped 1-1p...-o'l /j.'3b;t eX'it /;1/ ~~. ~1t. ~f-- City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Ho~ ~#J~'-;;-- E;2. //ld; ~/Je. ~ s/3ofD7 -.3yiPL (}~-idl (i1,~-, ~~. D~ :tJ.3b)~.s-4:t. )</0 I! Date Received: Site: Permit Type: Approved wino comments: 0 Approved withe below comments: ~ Denied withe below comments: ~ ~ ~6tN~ $lbN of'l ~~\ ~~(~IT~-r~ C)J~ ~i- l~m\-W\ )'jVuv\.\1 I$\i) (L1bS06W\\T., ~ ~.::d., ~ }\F/Ltl-'f-f LWt5 ~ tB---,f I EN ~Yl 1'4'~-{ l'1L T JJtv-l lu, r3 \ Ll This comment sheet shall be kept with the permit and/or Plans~ 0 j{ t1 .Lf 11 ~ . L(J ~ Bil Burgess - B . . g Official Date 0 actOr and/or Homeowner (Required when comments are present) CJ ~ ('/) ~ "'< ')- lr \a) ! ?() \ >.. ,-L~ ~~'O) , . \'.... , IV) (j ~ ~ \ 'clh' (~.V c.. ~.:}.>. n-f' '<' 5:"' " ~ ~/ .,,+,-.,0 ~'J ':'-""';;:,4 'h~,:, -..... ~-~ -) 1 \ ' ~ -7==--1 ...... .....x. ,,y" -'~ v.... '.' "_-.., . ..:>, ....... ') ",6-/ ~ 1;~~~ (... :"'t ;.'i...,} #_"".r- " ........) . ,-, \~'.~J \' --~ "/. \>~,<,:\ ~ \-... , -::"l f"., { .~ ...:.1 ~ (""J ~ ,....:01.. ~~ '3 ,-,,'\, 0 , . /'"'\ "'-~l--eJl -l~:, ; ,~. , I. ~..-----"'~~ .~ . I :/ r~ \ \) ~ ;,0 "',.~) ~ . I J' ................-1. --- '. >j ,', .., ~ f f- t.! ~. "o.J\ . ~,' ,. :~~ n. , . .. ~' - I "'} .' , . ~~ ." \ , \ . .' , , "" "- . .. ..\ ... .J ~ ~ ~ ,~~ ~ ~ C:J .. ~ "'::::4 \r) v\j ~. < ~'- \~2. D :::J. ~ c..~- ~ ~ :E \..... c.- ~ \. - 1 ~\';) \f\ ~ \. \.-~~':)~ ~ t- "-t \- U. ~~~~<;) ~ \-:- \- )-Q) ~8 ~j 2 ~)., _ ~ :S ~ ..-' (J \- - D- ~ <tv..) :::: ~ 1 ~~:; S - l- ir~lt ~::>~ Q/. l~ ~ ~ Q.. I.!) ~ VJ l~ ~~..l.. -w ~ i . ~- - -. I- i- - ~ -- - - - /::J -- -' - ,~I-- ~ I~ {J ~ ~ '-l ...!J VJ ~t~ ~ ~ ~- 1 D~ - ~ ; a~ i -- ~ -t-" -' ~~ ~n~- ,"";-rl-, li- . ~ ,-~- , '2 ~~ <3 .b {: ~j t- ~ ? c:S '- s: . :1 \. (" "- ~ \- ~~~ ~ .J' -, - 3 ." '~ ;:X ~;~ l'4\ \~ Ql N .~ ': ~d. \f'. '^1~ t , \t. ~ ) \f'J &~ . .- . -('1\ ~ 1 ,,/',--0-1 t.\ . \ L_ · c.)., ~~ .. B.E.T.. ER MIX, INC. (EST.1981) DISPATCH 1 (727) 863.6072 7MJ ItaIIDnI tJ 11IIl1Ir... you. . 9301 DENTON AVENUE · HUDSON, FLORIDA 34667 P.O. BOX 5577 · HUDSON, FLORIDA 34674-5577 . COPELAND INDUSTRIAL PARK ZEPHYRHILLS . FLORIDA FAX 1 (727) 868-5617 City of Zephyrhills 5335 8th Street 813-780-0020 ".__m'" "". ':~ ,,?"~m,:::'" .>' RE: Permitting"AlJ!~orization To Whom It May Co~~e!:n;,;jl ~'<"""^'Lt. _,_,,<t" Please consider this letter a formal authorization t6'411ow Rodney Sweeney or Cl;1arles Jackson to request and sign for permits and applicatidns,~ith the City of Zephyrlii~ls on behalf ofB.E.T,-ER Mix, Inc. This authorization is in full{orce for our property lo'cated at 3961 Copeland Drive, Zephyrhills. ' Should you have any questions feel free to contact our offi~e at 727-862-2239. 1** Sincerely, B.E.T.- ~~, ~~~j. White President/C.E.O. ~~: )t'" Sworn to and subscribed before me by the said John T. White on February, 2007 in and for the County of Pasco, State of Florida, or Produced as identification. NotaryPUbliC~ ~ day of known -X ~.,.,.y,~ ,>Ii 0, ,,0" Printed Name DANIELLE MERCER B.E.T.ER MIX INC. 3961 Copeland Dr. Zephyrhills Perimeter wall. 54ft - W x 23ft - L x 10ft - H 8x8x16 Block I 2 Pre cast Concrete lintel's 1 - 3.6 steel door - west side of wall 1 - 9ft. x 8ft. Roll up door - east side of wall Concrete Slab 16 in thick 4000 psi. Drill pins into concrete and tie re-bar every 6 ft Fill all down cells with every 6ft with 3000 psi Steel rod around top of wall. ~ \ 3.6 9ft x 8ft 23ft L <: 1 Steel Steel Door Roll up . :> Door ----= . \ 54ft W I ( . ! ! , f I l i I J I i F , ' -. ,. -, ~o P 11 l, Ii .~ ~f i. ii n " h 1) EXST '0"0' AND EX:ST FEA-~RES ON S,..;EET S2 ARE BASE:) ON SURVE"- PREPARED BY SIMMONS I BEAa,'1C, DATED "'~m!02, 2; AL SPRAY-.EADS I,SED FCR DuST CO'NTROL SHAc.L BE '~OCATED IN e>\.CH "OSTIO>,S SO WAT OVERSPRA.... DCES NOT REACH CLOSER -I-<A,'< '''' 1FT! TO' PROPERTY LNES 3) AN AljTO~ATC ,RR!GA"iCN sY"TEM "HALL BE NSYALLED U.JlTH CONT'<CLLER AND HOi,,-'JRE DPECTO,", DEICE" THE SYSTEM SHALL 6E DES'c:.NED TO' ELiMlNAT: APPLCA'I~ OF WATER TO' IMPERViOUS AREAS AND TO' AIC'D IMPACTS ON EXSTi'<G NATiVE 'YEGlEYAfCN. THiS 's SYSTEM SHALL BE SEPA,RA'E FROM SYSTEM ~SED FC,," DWS' CONT'<Ol, (TEM n 4) nPE I AND TYPE II A"'EAS ARE DEFINED N GENE'<!C PEI'<H,T iN 0 SCHARC.ES F,,"OH CONCRE-E BATC... PLAWs, TME PEWT IS ISSvED UNDER PRO'V 5'ON5 OF SECT 0'''1 403."88" AN:::> PART 'I OF CHAP'E'< 313, FLO'<:DA 5TAfUTE5 A"D APPL,Ct-BlE '<IJLES OF -HE F,-ORDA ADMN:S-'<,4-'/E CODE S) PAR<INC; REQjiREi"E'<T5, REG/W,REMENT , ONE (1) PA~Q'-<Cl 5PACE PER no 0) EM!"'~C'rEES REQI..,REMEl\T, I EMPLOYEE x "'.5 5PACE'EMPLCYEE . "'.S SPACES PROliDED ' Z SPACE5 . I elANDICAPED PARKi'JG! ST AL~5, 1"'x2"" :'rPiCAL PARK,NC. 5; Ac.L WI-;H TIRE 5TCP i2x20' HA:-"D'CAP PARKINC. 5T ALL WIT... 5' ACCES5 A'<D HANDICAP SIc.t-.. I, ~~~~~~l [N}Q)u~~ l CO<:'VoCTQR ~HA.L F'ROCC' EXCAVAT'O><S 6-~. 6RAe''"'', ~ET "'l..ltl. OR QTI-oER '1ETK':'S ~c:;.IRED ,~ TO f'l~E"v1:N."t CAvE.IN O~ lOO$E SOIL F~ FAl...~:"i:I :NTO :::XCAyATlo-.. 2 'r!.1E CCN'7R.AC'''O~ ~ALL. 'IERiFY AL.l UjlLIT eSl ,~~;TE A~D WIT~(N TI-iE ~P06ED ARfA. Cf ~ PRIOR TO "'rJE &: ART ~ ~,.. 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'( PROTECT ~j...jf &i::>= &LoPES AND eACK ilLOFES cPON CCMFLET'Oo< C" OO'<;H UAAD~. PLAN AND DONDI..CT E-"RT'="l< TC MINIf"'1iZS ~I-E ;)L.~ '!'IQN ~ EX?OS\.JRE ~ 1.Nfq:)"'ec-:-e:> &Oil-5. r.: CO"i~1'CR ~ALL PICK ,P &OL'D ll.l.ASo"E!o, ANP ClLACE ~ CO'>l.iANE~ T~A'T ~ lOOEGUlARl..'" EHF1"ED DO"o"jQ" F'fi?EPARe:, CCQK., O~ O'5P05e 0:!"OOC ~ THE ~Jec'" ;,I'"'E. ~i ~'TAJ"'1;I'iA'!"~ cs: ""-E ~\"'E AJo.iD O;HE.~ ARf.Ao ~ ...ANDL.NCr AND D'O?O&(M ~J.. .l.JA.&-E!o. ON c:ct'1='lET\~, LEAvE "'1..E .:.REA$ CLEA'i CCN"'~ AND Di~ ~ ALL. &OLID Af'.D 5A.NI";AFi,1 WA;,~E. 11. "EMPo~RY PRC~ECT\o-t 0= EROCi6i...E ~jl5t t.i$E:!-E =CLLD.J)NCs ME;"'1OO! TO ~YENi c;RC>S!o-l AND CON."1'"~ $EP ,f"'\EN: to T101: . 77 25 A. l;;epoe,Ai... ~ UA.eA~, RUeeJ" AND :;Ee.R:~ D 'OPO$f Cf R1.J6e,~ ~ =-E6R;! "N ACCORDANCE ',LWr,.. T~ RE(2.;1Oi1EMEN"'e :.FCCIFiED ev :~E LX.AL RE~LATCR'" Ai.Ji~fY 6. Rl.ee,~ ""D DEeR.S REt"OvAc., REMOv: AND :<SPO$E ~,~ AND DE6RJS FRCM PGOJECT Sol TC $EPARA TEL. Y F'<01 O'T4ER ~&~. C. Q:":'ReAUE ~AL, PLACE Q:ARe~e IN APPROVE:> CQN"'A!NER$, AND :>15P05E Y'A AN Af"'RO'YEO "EA'<~. c'l=...- \'I=/'\" \-\~0 A. MEo-JANICAJ.. R!;;ARCA'tl<>i ,L.N.D CON.~ CF-~: "-'.ECAA".J1CALL"I' ~.A.qr) MD C~"1'"~ TJ-.E ~iE ~ ~'NO=T F~ Tl-E ::o-.5~RUC""'Ct<( 5>.'TE. T~le Il<Ll.iOE$ Co.S:'<!JCTIO< C" DrvER5IO>< :< T=I-oES, ~S, AND ElEl<l""S :0 RETt.."O AND D''vERI' RlJ'iClT TO F'RO"EC-ED DRAINAc.E COCR5€S. C YEGEiA:!~ AND MULC;.., F'ROvlOe ~MPOR.4R'" PRQiecr:CN ~ 510e! J.t.tD 8ACI<. e.L0Pf:& lUHE'N R~ ~1NCi i$ CCt"'PlE"'W OR ~IC,ENT 501!.. .& EXf'C&ED TO ~2<RE :1<05-0< P'<OCC~'O<. "'<OlECT ilLOPES 6'" ACCELERAcD Q:RO...T!-j ~ pt~T YE,:::.eTATi~ TEMPCR.4RT' YEGeiA"lC'N,l'-"VLCHl"lCi, Ofiit '\E-i',"<s. ~i Ae>\U!E 5LOff~ e."f ;.iYD'<O,*EO~. ~:NU M.<LCl-l "l ?\..Ar--E, COVER:Nc; WI"" ~D ,,"n~, 5CO:<N:;, OR ~uo< CO"'eil'.ATIO< ~ r""SE AND O......ER r--'iETrlQC$ ~ECE~ART' FOR eFl=ECTI\/e ERO~lo-I CC"'C'Wl.. C SEEDNj. f'!<CVIDE NEil! &eEDN:; .lIHERE "F<O..>OS DI5"1..ReED, NCLCOE Tepe,CHl C~ NlftRll""EN'" D1..~'l'<i :~E 5EECNO OPE~TIOh NECE5-$AR'" TO E.&TABL'~ OR ~.E&TA6L!j..I A ~UliA6LE $TANO ~ GRAb~. '3, IIoi'O!<MATICN ""fE'< HERE,N AND 0>0 DRA"~S IS AS EXACr A$ Co..l.D Be OECCRED eur IS NOT CstoAR.4NTEEO. DO NOT SCALE p~J)~ FOR. EXAC" ::;;i~e.ION! ---~ \ \ 4. CON~"Qfii! ~AL:.. 5l..F'CL"'" ALl.. =ca.I~, PPrNU:. AF'P.;R;9<A.NCE$, MA"E~:ALS, LABO~ PEq"1i'T! ETC, TO oei AN A CCMPlE~ '.I.O~ 5-:$;E!'1. 1"1'"61$ TO BE ~ ED ey OT'-4E~ ARE NOiED IN C:RAIl!~S ...- l~ '----- STCRMWATER OUTFLOW~ S"'RUCTURE W/12 I, 3: OUTFLOW PIPE Z lL. o . 76,79 ~~~~c ~@u~~ . 76.43 ( IN FEET ) inch = 40 ft. \ \ \\ \ \ ~ \j~\.. ?-.'0f. \jC\ , cP S\~ \ '\"\"\. y...0\- \'\"('0'0\ v ro0 ""D~ ,S ,;,<" v ./ ....''is ./ ""c.?--f... CO' -~ r:;~ /07 ....J w Z ./ r- u-;. <( lL. ./ 76 53/.-/ RS I'<OT S~OwN FCR CLA~iT'Y U f- f---< H ~) PROPOSED OFfiCE BulLDiNeo , ONE STeRY Bl.ADi'O. FIN'51-<ED FLOCR EL. '1-"e, TOYAL FLOOR AREA, 120 OQ. FT PROPCSED eA-Q4 PLANi . PREHANUFACT\..RED CONCRE"E eAiCel PLANT. APPROX. iCP EL. 15)-"" '~) Fuc"T!{E Dl.oST 5HA:.._ BE CON-ROLLED BY RECYCLED i"-PE I, AND T'TPE WA"ER AS PERI"'liTED BY FOEP c:.E'<ERC PERMIT FOR D6CHARc:.E5 FROM CONCREiE BA-O.. PLANTS (~JLE ~Z-~ZI3eeO), =A.C.J 5EE I-EM Z. 11) IT IS T...E RE5PONS'BILi~'Y OF -HE o..NER OF 'HE PROPERi'Y o..NER :0 ROUTiNEL Y 1,",5PECT AND ~AI1'nAIN THE RETE!--.';"O'N PONCS AND DE'/ICES =OR PROPER OPE~TION. "HE O'U,ER 5HALL BE RESPONS:BLE FCR THE RESTCRA~IO'N OF ALL DAI'1Aoc;,ES Dl.oL Y iNCURRED, 8) IT'S THE RESPONSB'LIT'Y OF THE Ol.NER OF T,.,E PROPERT'Y OWNER -0 PAVE/IMPROVE EX'5~ING ACCE6e ORI'/E. PAvlNC. SHALL BE SUITABLE =CR TRUCK TRAFf:C. I I I I I I <1 : Z I f---< I <1 :. 73.66:S I I. I w ," '...-J I) NO PROPOSED EASEMENT5 EXiST ON Ti-lS PROPERTY, El) INSTALLATiON OF FUEL 5TORAUE ~AI';KS REQU,RES REVIEW AND ROVAL BY THE F,RE MARSHAL AND :HE 15SUANCE OF A SEPARA"E BW'LDING PERMIT. APPRovAL OF YHE 51:E PLAN DOE5 :-"OT CONSTnJTE APPRO/AI.. OF T,..E LOCATIO'N OF ;;..;E F'JEL TAN.<'S ~) ALL PROPOSED S,C,NS ML.ST BE APPL,ED FOR. APFROYEO. AND "ERMiTED O'N iND:{IDWAL BAS5 APART FROM AN'Y UL TiMATEL Y-APPROVED SI-E PLAN. APP,,"O/AL 0" T...'S S TE PLAN DOES NCT CO,",S"ITUTE APPROVAL OF A'<Y SIC,N.Ac.E. Ie) HANDICAP PARKING SPACE5 WILL_ BE PROPERLY 5'c:.NED A'<D S-RiPED IN ACCO'RDANCE WI-H FLC'<'DA STAT!..TE 3'(;, THE '1,ANUAL CN !..N FCRM TRAFFIC CON~ROL DEviCES. OR O;HER APF~CABlE STANDA~S. LJ Z f---< f- (/) II) THE ARCHITECTiENC.INEER CERTIFE5 ;HAT THE 51"E HAS BEE"l DE51G1NE;) IN ACCORDANCE WITH -HE Al-'ERiCANS WIT... D'SABILIT'E5 ACT. ASPi-JAL T PAvEMENT \ \ I I 'I \ I \ I I I II I I I I I I I I I 1 I I I I I I ff' I ~, . : ..:, i ~4.niJ .73.21 <4.; 1.~00 I I'...,i: I I! PROP.:; tT , 'I Ct-JAIt'-,LlNK. RENCE I I I I I ~ I I I I I I I I I 1 f---< I)) ALL CN-5ITE PARKI:-"C, SPACES .I)lL BE SrR,PEO AND SIC,NED IN ACCORDANCE WIN YHE M,AN:';AL ON !;l'<iFCRM TRAFfiC CCNTRCL DEviCES. LATEST EOIT'O'N. PA'<.<.i'<C, 5PACE5. DIRECTiO'NAL ARRO'WS. AND STCP BARS 5HAL,- BE STRiPED iN Wi:E,T SHALL BE -hE O'l.NERlDE'/ElO'PERS' RESPO',",SBUT'Y TO' PROPER:... Y 5!GlN AND STRiPE n..E S::EN ACCC;<DANCE WITi-l APPLICABLE S-ANDARD5. X LJ I 13) ALL CLEAR-SITE AREAS 5""ALL BE KEPT FREE OF AN'Y 51C,:-..Aoc;,E PLANTiNGS, :REES. ETC, iN EXCESS OF THREE-AND-A-HALF 0-1/2) FEET 1'< I-<EiC,H-, 14) ALL 5TR..JCTURES. ,NCLUDi'<C:I BUFfER WALLS, RETAINING u.:ALLS. SC,NAoc;,E, ETC. REQljlRE SE"'A~TE B'jlLDiNCr "'ERMIT5. IS) NO' ON-S TE 6I..RING :5 PRCPOSED, \ \ 130.00' \ 73 84 J ~s i." ADf> '-12 E~AL ZAT ON J p,pef> "\Q(.,RED <'1 LF ADf> N- 2 Ea,ALI ZA- = \ PIPE IN"! E.... l>.5>e \ ~ I.'~ 0:4 'C- 'f, ~ if", "~ ~ <:" '7 , I ) I ! \ ~ '1>. \ \ \ '.. \\ \ \ \ \ \ , 7200 ~ \~ \~ - \ -------STORMWATER POND "3 STO, IMWATER POND 1 \ s0 .. ..f1- '0:0 _;01. ~\.\lo t-'A"CH EL~AT'ON ~ ~'" FA\, \ EDGE OF PAVE~E\~ (T'YP) \ \ \ \ '\ \ \ -- -ED6E OF EXIT ROAD PA/EMEN1' . ...~ ~ ~\)~>( 'f? .@rJ1 L~~~~~ \ \ \ \ \ \ \ \ 7411. \ .73.68 \ \ \ \ , \ ()() \ <:j () . \ \ \ \ \ (f12\ @ ~ . 73.84 DETAIL Ol;:; SECTION iDENTIFICATION DETAiL or~ SECTION FOUi'vO ON Sf-/EET . 73..36 Pl~OPOSEO ELEVA TION EXiSTING ELEVA T/ON y SURFACE FLOw DIF?ECTION 73.82 · PRCP. :; FT CHAINLlNK FENCE . 73.79 . 73.67 . 73.77 ~AST ~EVSICN 05/18/C7 LAST PLOTTED: OS/23/07 DRAWING SCALE: 1 "=40' PLOT SCA_E: 1 = 1 :lEVU ''/ o^,rE,~bk1 CITY 'c, ."EV.. ~IYR. I~l. IlJP Il'~/}/~U Hl", ,', ,"~K!,'llC).\l Lk- D (' I , I I ( COPELAND INDUSTRIAL PARK ZEPHYRHILLS, FLORIDA '\ \1 (/ SCALE VERIF\CAT:ON \1 THIS BAR REPRESENTS . I. O~E I~CH ON THE , I ORIGINAL CRAWNG ( I DATE DESCRIPT;ON BY APPROVED DRAW,~~G Cm~F\DENTIAL: THIS DRA.'NING AND ALL INFORMATION CONTAINED THEREON is AND SHALi_ REMAIN THE PROPERTY OF A. ANCREAt\SKY, PE AS AN INSTR..;MENT OF PROFESSIONAL SERVICE. THISNFCRMATION SHAL_ NOT 8E USED 0Wf-<OUT THE FULL KNOWLEDGE ANCl PRIOR WRITTEN CONSENT OF AL ANDREANSKY, PE REVISIO~ 1 "=40' 02070103S1 CAD FIl..E: SCALE: SITE LA YOUT AL ANDREANSKY, P.E. P.o. BOX 456 PALM HARBOR, FLORIDA 34682-0456 PHONE, /727/ 441-4149, FAX, /727/ 789-9565 ENGINEER OF RECORD: :;'/10/01 ADD LJALL AA. D,DJE: DRAWN BY: A..A. 05-08-07 CHECKED BY: D ,DJ E : 1" I o I At ANDREA~S.~Y, P.E. FLA. REG. #39387 DATE SIG\JED: APPROVED BY: DATE: iJSE TO VERI")' =IGURE ~I " ~ +-,:5 ~ ~ . '~'~ ~ ~~~:]] '.1 Vi "c"~",, v () ~~-7'='"'Ja..~ 'c, '0 f'~ ~ -g u.J Z ~ ~ ,::1 U 0 ~ iogc:.4.lv <( ~~ 2 ~ g.2 i .g 0 <( 0 0 u 5' ~ -i ~ 0 v:.::,.g 0 cr::: L~-g~E.n~ o I~~ ...-0>-- l/)-ovoC':E .~-g-o:S 0 ~ ~(~t~!~..:.o.. ..1 5-.Ui ~ G.'gi ~ -0 ~ ~"? ~ v.------- OJ :5 5 ~ g () :5 ....... ~ -5 ~ ~~ C' '_, :.;:;_ c............ .", ", (j) ~ 8.2'~ B,Q (V' ,_ ...... 1........ w- <( E~ g v t :5 w 11> Q"ll... 'V I... W ~.~~~'~~ Z == O'C C 0 _ 0 u Q.W u l) Z W "\ ( '\ PROJECT No. 07021201.001 i Sr-:EET 81 of 1 l ~ ~ W c( Q - ex: o ..I U. ... Z o t/) Q ::) :c ... . o z - ... X i ex: UJ I . l- . UJ ai ... I- Z c( ..I 0- X i >- Q c( UJ ex: ~ ex: ~ i I I I ~ ..I c( ii: l- t/) ::) Q Z - Q Z c( ..I UJ 0- o o l ~ I ! r f I J I L to, .' i~ " H rt I, H H H i; It " !l 0'.2)' 0'.2)" ;-1 I ~ , 't I)j I ~ ~ I - ~ 8'xl' ROLLUP COOR MODEL 1'30, IB2) i""PI- RA TE D ~ I)j I I)j I)j I)j I = I ~, I' CONCRE iE PRECAS- L NTEL ABOVE DOOR 'T 't: I - I ~\ 0'.0" CELLS FILLED W'TH 3000 PS CONCRETE BB'.4' 0'.0" 0'.2)" 0.0" 6'.0" 6'.0 0'-0" ;-1 ~ I 't ~ , - ~ ~ , - ~ EXISTING B I CONCRETE SLt~5 1=IN. CONCRETE FLOOR ELEvAT;ON= 11512' 't I - Ul' I 30'x6'8" STEE_ DOOR EX ST. WAREhOUSE I CONCRETE FRECAS- ~t' ' c iNTEL ABOVE DOOR I ~! Ed n ld g Ld F2l1 WI n.." ~ I)j I I 't' 't 0\ I ;-1 .... + + + + + + + + + + + +.... + + + + + + + + + + + 1" + + + + + + + + + + + + +... + + + + + + + + + + +... + + + + + + +... +... + +... + +... +... + +... + +... +... + + + + + + + + + +.. + + + + +.;. +.... + +... +...... + + + + + + + + + + + + + + + + + + + 1" + + + +...... +... + 1" + + +... 1" + +... +...... +... + + +' 1"'" + + +... + +...... + +... + +...... + +.,..... +..... +... +...... + + + + + + + +-+ + + +........ +++...... +... + +... + + + + + +... ++ + + + ++ + + + +...... + +...... ++ ++ ++... ++ + +... + + 1" + + + + +......... +...... +... ++ ++... + +... +++...... + + + + T'" + + + T + +.,. + +... + +... + + + + + + +... +...... + + + + + +- +... +... + + +... + +... +... + +... + + + + + + + + + + + +... + + + + + +... + + + + +... + + +... +... + +...... +... + +...... + +... + +... + + + + + + + + + + + +... + +...... +... + + +... + + + +.... + + + + + +++ + '1'"++ +++ + + +++ ...++ + +++ + +++ "" ++.... + ++++ ++...+ ++++++++ +++++....++++....+ +++++++ +....+ +++....++....-+ ++++....+++++++.... ++.,- +1" ....++-+++.... ....+++ +++++++++++....+++++ +++ ++++.... + + + + + + + + .... + + ... + + + + + + + + + + + + + + + + + + + + + .... + ... + + + ... + .... + + + + + 1- + + + .... + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + ... + .. + + .... +,."" + + .... .... + + + + + .... + + + + + .... + + + + + + .... + + + + + + ... + ... .... .... + + + + .... + + +..... + + + + + + + +.,. +........ + + + + ++ + + +.... ++ + -+.,.. + + + -+ + ++ +++ + ++ + + + + + +... +... + + + + + ....++ ++ ++ + +++.... +++ + T ++...... + + + ++ + + +++ + +t+ +.. + +.... ....++... ++ + + + +... + + + + + + +++ + + + + + + + + ++...... + + + + -+...... ..1.................. +............. + +.... + + +... + + +... + + + + + + + + + +...... + + +.... + +.... +.... + + + + + + + +... + +... + + + + + + + +.... + + + +... + + + ++ ...++...+++++++ +++.....+++++++++++++++++++++++++++....+++ ++ ' .............++++++++++++++... , + + + + + + V. Wind Loads - Other Structures: Q)\\~~~&l ~~&~ SCALE: 3/8'=1'.0' Wind speed, exposure, and Kzt are set on the "Code" page ( Kzt may be changed beto DESIGN DATA OCCUPANCY CATEGORY = EXPOSURE = CONSTRUCTION = F C TYPE V Importance Factor = ., Gust Effect Factor (0) = ., Kzt= 1.00 II.. All structures except category I, III ~ IV 0.85 Wind Speed 120 mph 1.00 Exposure C J Case A& B Cf = F=qzOCfAf = Af = ., F = VELOCITY EXP. COEFF. Kz = TOPOGRAPHICAL FACTOR KZT = WIND DIR. FACTOR KD = IMPORTANCE FACTOR I = WIND LOAD = VELOCITY PRESSURE qh = LIVE FLOOR LOAD = MAXIMUM DEAD LOAD = 125 PSF NORMAL WEIGHT OF SPECIFIED WALL COMPONENTS 0.85 1.00 0.85 1.00 120 MPH, 3 SEC GUST 26.60 PSF A. Solid freestanding Walls & Solid Signs (& open signs "ith less than 300/0 open) Height to centroid ofAf (z) Dist to sign top (h) Height (s) Width (B) Directionality (Kd) Percent of open area to gross area LAST REViSION: 05/18/07 _AST PLOTTED: OS/23/07 DRAINING SCALE: ,"JOTED P _OT SCALE: '! == 1 ( '\ (SCALE VERIFIC.t<TiON"\ I REVISION T-1IS BAR REPRESENTS C~E !:-JCH ON ThE CRGINAL DRA.W'NG DRAWING CCNFDEi\,TIAL: TriS CRANiNG AND ALL NFOR~AATIO,'" CONTA!~ED THEREON IS ANC SHALL RDAAIN THE PROPERTY OF A ANDREANSKY, PE. AS AN INSiRUMENT or PROFESSIONAL SERV CE, THIS iNFOR~AAT::)N SHA_L \JO'" BE lSEDNITHOUT THE FU~_ '<NONLEDGE AND PRiOR WRiTTEN CONSENT OF AL ANDREANSKY, PE ',j~F TO I/FRIFY r'l;l!QI" ) "- ~- - ,.~ ,\~ /' o I 1 " ! ./ 0.0 ft M = 55.33 8.0 ft N = 8.00 ft 8.0 ft V = 0.14 ft 55.3 it Kz = 0.849 23.3 it qz = 26,6 psf 0.851 ASCE7 Load Corminations usediil 0.0% DATE DESCRIPTION 1.20 27.1 Af 442.7 sf 12010 lbs DESIGN ANALYSIS PER ASCE . MNIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, REVISION 1\SCE 7-02 (METHOD 2) AND 2004 FLORIDA BUILDING CODE, 2005 AND 2006 ~UPPLEMENTS BY APPROVED ( \ ENGINEER OF RECORD: AL AND'REANSKY, P.E. P.O. BOX 456 PALM HARBOR, FLORIDA 34682-0456 PHONE, /727/ 441-4149, FAX, /727J 789-9565 ( CAD =-ILE: 0702101VVl SCL\LE: Noted DRAWN BY: p.".A. DA-E: 05-08-07 CHEC<EC BY: DATE: I' AL ,~" C R EA0JS ((Y, P. E. FLA REG, #1 39387 ~ . DATE S:G~ED: , ,APPROVED BY: ~ "'- DJlTE: ) I)j I - N (FILL JJTH 3000 / PSI CONCRETE I / I 't I 8" LNTEL BLOCK TIE BEAM W/(I)- CONT!N. '*? REBAR F!LL JJITH 3000 PSI CONCRETE 0\ ('~ I 8" CONCRETE 1'""ASO"-<RY UNT PRO/IDED BY OwNER COLuMN DOWELS (2l' MiN. LAP) c ~ I BAR. EPOXY TO EXIST. PAVE1'""'ENT 8' CO\;CRETE SLAB F.FL. EL = 11.50 '1 ( : I II I I ~ @ ~~~u~~[NJ &0& NTS :<EV\EW DATE, ?V!kJ CITY 01<' ZEPHYRHI.L~~" f ,./t-t \ ,( BUlL ,'IG OFFICIAL_f&l.IL- U't' OVERALL LA YOUT COPELAND INDUSTRIAL ZEPHYRHILLS, FLORIDA or: R\ f-- <l \;:::;I !1:: w ! 0 CD ow ~ --1 t= lL'- ,(L ~o lLf-- = f w, , f' ,~ , 1) (':~., :5o..~' \'~ --g~T:5"2~ \\ :,./J ~'~] 2 ~ ~ () (' r-.. .... "":l I... -0 0.. .. '-../ '" ~ E 1 ~ ~ LJ Z 0'\>> 0' I.,) 0 r- i ,j g 'E v v <r: :::> I... Q.::l..c r:J'I 0 ::.::> e ~=,--lJ <( O::l"O6~~ =:: ::;I ill'- 0 0 CL ~-g~o~.i O 1"-" Ev > "'~ v,2 C E' ~< ':' I... C 0 L- ~o~:;; ~'or- I . C ~Q.J2 ~ 0;'=::: g(fi - ..... 'A,..~~J5 ~ o? ~.~ g ~->"_ OJ -E2~c0:s I I 2' v ~ ~~ B ~ g C .i : c (j) ':';'~~2.o2 D::: < E~ g v v g u :l):I\1... .1,) I... U 1: .~ ~ ~ '6-,~ z ..r: = O'C c 0 _ 0 v c.w u U Z W '\\ ( "\ I PROJECT No, '[ i 07021201,0011 I SHE E~ ) W1 of 1 c( C - a: o -' u.. Z o en c ::) :c .. . o z - .. >< - 2 a: w I ..: w . m ~ z c( -' Q. >< - 2 > c c( w a: ~ a: c( Q. -,"~ c( a: I- en ::) c z - c z c( -' W Q. o o ( . ! ! , f I l i I J I i F , ' -. ,. -, ~o P 11 l, Ii .~ ~f i. ii n " h 1) EXST '0"0' AND EX:ST FEA-~RES ON S,..;EET S2 ARE BASE:) ON SURVE"- PREPARED BY SIMMONS I BEAa,'1C, DATED "'~m!02, 2; AL SPRAY-.EADS I,SED FCR DuST CO'NTROL SHAc.L BE '~OCATED IN e>\.CH "OSTIO>,S SO WAT OVERSPRA.... DCES NOT REACH CLOSER -I-<A,'< '''' 1FT! TO' PROPERTY LNES 3) AN AljTO~ATC ,RR!GA"iCN sY"TEM "HALL BE NSYALLED U.JlTH CONT'<CLLER AND HOi,,-'JRE DPECTO,", DEICE" THE SYSTEM SHALL 6E DES'c:.NED TO' ELiMlNAT: APPLCA'I~ OF WATER TO' IMPERViOUS AREAS AND TO' AIC'D IMPACTS ON EXSTi'<G NATiVE 'YEGlEYAfCN. THiS 's SYSTEM SHALL BE SEPA,RA'E FROM SYSTEM ~SED FC,," DWS' CONT'<Ol, (TEM n 4) nPE I AND TYPE II A"'EAS ARE DEFINED N GENE'<!C PEI'<H,T iN 0 SCHARC.ES F,,"OH CONCRE-E BATC... PLAWs, TME PEWT IS ISSvED UNDER PRO'V 5'ON5 OF SECT 0'''1 403."88" AN:::> PART 'I OF CHAP'E'< 313, FLO'<:DA 5TAfUTE5 A"D APPL,Ct-BlE '<IJLES OF -HE F,-ORDA ADMN:S-'<,4-'/E CODE S) PAR<INC; REQjiREi"E'<T5, REG/W,REMENT , ONE (1) PA~Q'-<Cl 5PACE PER no 0) EM!"'~C'rEES REQI..,REMEl\T, I EMPLOYEE x "'.5 5PACE'EMPLCYEE . "'.S SPACES PROliDED ' Z SPACE5 . I elANDICAPED PARKi'JG! ST AL~5, 1"'x2"" :'rPiCAL PARK,NC. 5; Ac.L WI-;H TIRE 5TCP i2x20' HA:-"D'CAP PARKINC. 5T ALL WIT... 5' ACCES5 A'<D HANDICAP SIc.t-.. I, ~~~~~~l [N}Q)u~~ l CO<:'VoCTQR ~HA.L F'ROCC' EXCAVAT'O><S 6-~. 6RAe''"'', ~ET "'l..ltl. OR QTI-oER '1ETK':'S ~c:;.IRED ,~ TO f'l~E"v1:N."t CAvE.IN O~ lOO$E SOIL F~ FAl...~:"i:I :NTO :::XCAyATlo-.. 2 'r!.1E CCN'7R.AC'''O~ ~ALL. 'IERiFY AL.l UjlLIT eSl ,~~;TE A~D WIT~(N TI-iE ~P06ED ARfA. Cf ~ PRIOR TO "'rJE &: ART ~ ~,.. Co..$:Rl.JC"'IQ'i ACT!YIT!E~. 3. i'-E cO'n~T::::R $HALL RE5"'O~ OR REPLACE PAY~, ;.~A6IlIZEO EA.,R;\.!, DRtYE\J..!A....S, $IDE~ LAAPecAPeD AREAa, E~C~ W1T:.l T~'E ~ TYPE ~ MA~ER:AL ~T DI$i.,.:RBE:D oq Ff;EMC'Vc.=' D'.RJ,"" cc.<S''"loCT'C>< C" AN'" AND Al.L iMFROYEMEN-S ~ 0>0 "'E&e D'<AWltlS. 4, ""1-tE CC'NTRAC"O~ !HALL CONiAC"!' ~ ENCJ,""-EE~'$ CFr''CE '~EDIA;E:"'''''' ~ ANY ca-.Ft..C"S OUFi:!N::j cc.,ST1'a..CTiON C" "".,. AND ALl.. .~!'1EN'~ &HO..N ON r.E&e DRAWIl<;5 Al..l.. ~$~CT1~ 5kALL C~ to ~ LOC~ ~!C,PAj,.lrr'$ e."A/'CARDS INDEXES AND CON& 7Q1.Cii0-4 RECrlJLA T '0-.$. 6 C~"7"~C'tCR ~A.LJ.. V'ERIFY EX!&T:N::I $;("5 :aR.ADE& 'to BE SU6$: AN"'!A.L"'" CCt-t5i&-EN" wl~... uRADE$ Sl-O.o.N ON T'..c; C~u..tNU5 BEFO~ Cct1'1ENCI~ ro~ ~pr....R"" ANY $.Gi"lFICA"iT CO-FL~T IN GRA~e5 "0 '!'''-E """,!NEER 6EFORl! P!<XEEDm. 1. DO NOT NTERl<UFT EXIST i'<J UT'l..17'E$ &e~m FACILI"E5 or...cWP:ED A'<D U&eD 6- o.NE'" OR CiI4ERS, EXCEPi lU-EN PERMlrED :No l.I.RlT:r-u BY -l-E ENUlNEER AND ii-+EN c;:t.;L T' Af"Tt~ ACCE~ABLE -e~FO~R'i' i,Ji1l1TY &ERYICES HAy; 6E~ ~VIDeD, a. iF AF'PlICAEXE, "1AIN"A;N i~IC T)..;~IJ(;H ~ Zo-iE$ PER =poT iNDEX ~€>~, 6€l1, ~I~, ~~II. ~ Co.r'RAC"O~ e.HAJ..L 1'"'.AN..AC;rE AM:::I ~-;-~ ~.$iT'E BORROJ.) PIT AREA! TO PRE',.'ENT &eDt"ENi FRCM 8>4"'"ERIN:i ~A."<ST' ;,~ C;q ~a. ~$'tOR:E .4REA$, N:::~UDltl -HOSe OUT~IDE T~ 6ORROL "IT, DIST'.ReED 6'" 6ORRO.<.! AND ~AUL 0PE:R.A,""~50, ~5"OR.ATlo-t :"CUDE! ClRAL>:~ ~P_ACEMENi CC "OP$Oll, AND ES:A6L15~ C" PEl'l"'A'<El'<TYEuc"ATI'YE COvE'" O~ ilU"A61E "Avm. AS '1A'" ElE ENCO'..'N"'E~:> I '7~ 21 77 26.11 ! I. .73.50 II I I ><[: i: r' I I I I I I, I : 7702 I I \ ./ .73.58 I 174.08 I : I (t) I QV YP. I ? 81 ()) b 01 UJ . CO(l~CTCR ~ALl.. t1"'IE!:':A~EL T FJ~,e~ ~;..e EA.R;I-4IJ.C<< e.RO..G:~T TO A FMl- C:lR.A~, A5 iND,CA-eD OR 5FECIF;EP, IJ1t'1E~IATEl. '( PROTECT ~j...jf &i::>= &LoPES AND eACK ilLOFES cPON CCMFLET'Oo< C" OO'<;H UAAD~. PLAN AND DONDI..CT E-"RT'="l< TC MINIf"'1iZS ~I-E ;)L.~ '!'IQN ~ EX?OS\.JRE ~ 1.Nfq:)"'ec-:-e:> &Oil-5. r.: CO"i~1'CR ~ALL PICK ,P &OL'D ll.l.ASo"E!o, ANP ClLACE ~ CO'>l.iANE~ T~A'T ~ lOOEGUlARl..'" EHF1"ED DO"o"jQ" F'fi?EPARe:, CCQK., O~ O'5P05e 0:!"OOC ~ THE ~Jec'" ;,I'"'E. ~i ~'TAJ"'1;I'iA'!"~ cs: ""-E ~\"'E AJo.iD O;HE.~ ARf.Ao ~ ...ANDL.NCr AND D'O?O&(M ~J.. .l.JA.&-E!o. ON c:ct'1='lET\~, LEAvE "'1..E .:.REA$ CLEA'i CCN"'~ AND Di~ ~ ALL. &OLID Af'.D 5A.NI";AFi,1 WA;,~E. 11. "EMPo~RY PRC~ECT\o-t 0= EROCi6i...E ~jl5t t.i$E:!-E =CLLD.J)NCs ME;"'1OO! TO ~YENi c;RC>S!o-l AND CON."1'"~ $EP ,f"'\EN: to T101: . 77 25 A. l;;epoe,Ai... ~ UA.eA~, RUeeJ" AND :;Ee.R:~ D 'OPO$f Cf R1.J6e,~ ~ =-E6R;! "N ACCORDANCE ',LWr,.. T~ RE(2.;1Oi1EMEN"'e :.FCCIFiED ev :~E LX.AL RE~LATCR'" Ai.Ji~fY 6. Rl.ee,~ ""D DEeR.S REt"OvAc., REMOv: AND :<SPO$E ~,~ AND DE6RJS FRCM PGOJECT Sol TC $EPARA TEL. Y F'<01 O'T4ER ~&~. C. Q:":'ReAUE ~AL, PLACE Q:ARe~e IN APPROVE:> CQN"'A!NER$, AND :>15P05E Y'A AN Af"'RO'YEO "EA'<~. c'l=...- \'I=/'\" \-\~0 A. MEo-JANICAJ.. R!;;ARCA'tl<>i ,L.N.D CON.~ CF-~: "-'.ECAA".J1CALL"I' ~.A.qr) MD C~"1'"~ TJ-.E ~iE ~ ~'NO=T F~ Tl-E ::o-.5~RUC""'Ct<( 5>.'TE. T~le Il<Ll.iOE$ Co.S:'<!JCTIO< C" DrvER5IO>< :< T=I-oES, ~S, AND ElEl<l""S :0 RETt.."O AND D''vERI' RlJ'iClT TO F'RO"EC-ED DRAINAc.E COCR5€S. C YEGEiA:!~ AND MULC;.., F'ROvlOe ~MPOR.4R'" PRQiecr:CN ~ 510e! J.t.tD 8ACI<. e.L0Pf:& lUHE'N R~ ~1NCi i$ CCt"'PlE"'W OR ~IC,ENT 501!.. .& EXf'C&ED TO ~2<RE :1<05-0< P'<OCC~'O<. "'<OlECT ilLOPES 6'" ACCELERAcD Q:RO...T!-j ~ pt~T YE,:::.eTATi~ TEMPCR.4RT' YEGeiA"lC'N,l'-"VLCHl"lCi, Ofiit '\E-i',"<s. ~i Ae>\U!E 5LOff~ e."f ;.iYD'<O,*EO~. ~:NU M.<LCl-l "l ?\..Ar--E, COVER:Nc; WI"" ~D ,,"n~, 5CO:<N:;, OR ~uo< CO"'eil'.ATIO< ~ r""SE AND O......ER r--'iETrlQC$ ~ECE~ART' FOR eFl=ECTI\/e ERO~lo-I CC"'C'Wl.. C SEEDNj. f'!<CVIDE NEil! &eEDN:; .lIHERE "F<O..>OS DI5"1..ReED, NCLCOE Tepe,CHl C~ NlftRll""EN'" D1..~'l'<i :~E 5EECNO OPE~TIOh NECE5-$AR'" TO E.&TABL'~ OR ~.E&TA6L!j..I A ~UliA6LE $TANO ~ GRAb~. '3, IIoi'O!<MATICN ""fE'< HERE,N AND 0>0 DRA"~S IS AS EXACr A$ Co..l.D Be OECCRED eur IS NOT CstoAR.4NTEEO. DO NOT SCALE p~J)~ FOR. EXAC" ::;;i~e.ION! ---~ \ \ 4. CON~"Qfii! ~AL:.. 5l..F'CL"'" ALl.. =ca.I~, PPrNU:. AF'P.;R;9<A.NCE$, MA"E~:ALS, LABO~ PEq"1i'T! ETC, TO oei AN A CCMPlE~ '.I.O~ 5-:$;E!'1. 1"1'"61$ TO BE ~ ED ey OT'-4E~ ARE NOiED IN C:RAIl!~S ...- l~ '----- STCRMWATER OUTFLOW~ S"'RUCTURE W/12 I, 3: OUTFLOW PIPE Z lL. o . 76,79 ~~~~c ~@u~~ . 76.43 ( IN FEET ) inch = 40 ft. \ \ \\ \ \ ~ \j~\.. ?-.'0f. \jC\ , cP S\~ \ '\"\"\. y...0\- \'\"('0'0\ v ro0 ""D~ ,S ,;,<" v ./ ....''is ./ ""c.?--f... CO' -~ r:;~ /07 ....J w Z ./ r- u-;. <( lL. ./ 76 53/.-/ RS I'<OT S~OwN FCR CLA~iT'Y U f- f---< H ~) PROPOSED OFfiCE BulLDiNeo , ONE STeRY Bl.ADi'O. FIN'51-<ED FLOCR EL. '1-"e, TOYAL FLOOR AREA, 120 OQ. FT PROPCSED eA-Q4 PLANi . PREHANUFACT\..RED CONCRE"E eAiCel PLANT. APPROX. iCP EL. 15)-"" '~) Fuc"T!{E Dl.oST 5HA:.._ BE CON-ROLLED BY RECYCLED i"-PE I, AND T'TPE WA"ER AS PERI"'liTED BY FOEP c:.E'<ERC PERMIT FOR D6CHARc:.E5 FROM CONCREiE BA-O.. PLANTS (~JLE ~Z-~ZI3eeO), =A.C.J 5EE I-EM Z. 11) IT IS T...E RE5PONS'BILi~'Y OF -HE o..NER OF 'HE PROPERi'Y o..NER :0 ROUTiNEL Y 1,",5PECT AND ~AI1'nAIN THE RETE!--.';"O'N PONCS AND DE'/ICES =OR PROPER OPE~TION. "HE O'U,ER 5HALL BE RESPONS:BLE FCR THE RESTCRA~IO'N OF ALL DAI'1Aoc;,ES Dl.oL Y iNCURRED, 8) IT'S THE RESPONSB'LIT'Y OF THE Ol.NER OF T,.,E PROPERT'Y OWNER -0 PAVE/IMPROVE EX'5~ING ACCE6e ORI'/E. PAvlNC. SHALL BE SUITABLE =CR TRUCK TRAFf:C. I I I I I I <1 : Z I f---< I <1 :. 73.66:S I I. I w ," '...-J I) NO PROPOSED EASEMENT5 EXiST ON Ti-lS PROPERTY, El) INSTALLATiON OF FUEL 5TORAUE ~AI';KS REQU,RES REVIEW AND ROVAL BY THE F,RE MARSHAL AND :HE 15SUANCE OF A SEPARA"E BW'LDING PERMIT. APPRovAL OF YHE 51:E PLAN DOE5 :-"OT CONSTnJTE APPRO/AI.. OF T,..E LOCATIO'N OF ;;..;E F'JEL TAN.<'S ~) ALL PROPOSED S,C,NS ML.ST BE APPL,ED FOR. APFROYEO. AND "ERMiTED O'N iND:{IDWAL BAS5 APART FROM AN'Y UL TiMATEL Y-APPROVED SI-E PLAN. APP,,"O/AL 0" T...'S S TE PLAN DOES NCT CO,",S"ITUTE APPROVAL OF A'<Y SIC,N.Ac.E. Ie) HANDICAP PARKING SPACE5 WILL_ BE PROPERLY 5'c:.NED A'<D S-RiPED IN ACCO'RDANCE WI-H FLC'<'DA STAT!..TE 3'(;, THE '1,ANUAL CN !..N FCRM TRAFFIC CON~ROL DEviCES. OR O;HER APF~CABlE STANDA~S. LJ Z f---< f- (/) II) THE ARCHITECTiENC.INEER CERTIFE5 ;HAT THE 51"E HAS BEE"l DE51G1NE;) IN ACCORDANCE WITH -HE Al-'ERiCANS WIT... D'SABILIT'E5 ACT. ASPi-JAL T PAvEMENT \ \ I I 'I \ I \ I I I II I I I I I I I I I 1 I I I I I I ff' I ~, . : ..:, i ~4.niJ .73.21 <4.; 1.~00 I I'...,i: I I! PROP.:; tT , 'I Ct-JAIt'-,LlNK. RENCE I I I I I ~ I I I I I I I I I 1 f---< I)) ALL CN-5ITE PARKI:-"C, SPACES .I)lL BE SrR,PEO AND SIC,NED IN ACCORDANCE WIN YHE M,AN:';AL ON !;l'<iFCRM TRAFfiC CCNTRCL DEviCES. LATEST EOIT'O'N. PA'<.<.i'<C, 5PACE5. DIRECTiO'NAL ARRO'WS. AND STCP BARS 5HAL,- BE STRiPED iN Wi:E,T SHALL BE -hE O'l.NERlDE'/ElO'PERS' RESPO',",SBUT'Y TO' PROPER:... Y 5!GlN AND STRiPE n..E S::EN ACCC;<DANCE WITi-l APPLICABLE S-ANDARD5. X LJ I 13) ALL CLEAR-SITE AREAS 5""ALL BE KEPT FREE OF AN'Y 51C,:-..Aoc;,E PLANTiNGS, :REES. ETC, iN EXCESS OF THREE-AND-A-HALF 0-1/2) FEET 1'< I-<EiC,H-, 14) ALL 5TR..JCTURES. ,NCLUDi'<C:I BUFfER WALLS, RETAINING u.:ALLS. SC,NAoc;,E, ETC. REQljlRE SE"'A~TE B'jlLDiNCr "'ERMIT5. IS) NO' ON-S TE 6I..RING :5 PRCPOSED, \ \ 130.00' \ 73 84 J ~s i." ADf> '-12 E~AL ZAT ON J p,pef> "\Q(.,RED <'1 LF ADf> N- 2 Ea,ALI ZA- = \ PIPE IN"! E.... l>.5>e \ ~ I.'~ 0:4 'C- 'f, ~ if", "~ ~ <:" '7 , I ) I ! \ ~ '1>. \ \ \ '.. \\ \ \ \ \ \ , 7200 ~ \~ \~ - \ -------STORMWATER POND "3 STO, IMWATER POND 1 \ s0 .. ..f1- '0:0 _;01. ~\.\lo t-'A"CH EL~AT'ON ~ ~'" FA\, \ EDGE OF PAVE~E\~ (T'YP) \ \ \ \ '\ \ \ -- -ED6E OF EXIT ROAD PA/EMEN1' . ...~ ~ ~\)~>( 'f? .@rJ1 L~~~~~ \ \ \ \ \ \ \ \ 7411. \ .73.68 \ \ \ \ , \ ()() \ <:j () . \ \ \ \ \ (f12\ @ ~ . 73.84 DETAIL Ol;:; SECTION iDENTIFICATION DETAiL or~ SECTION FOUi'vO ON Sf-/EET . 73..36 Pl~OPOSEO ELEVA TION EXiSTING ELEVA T/ON y SURFACE FLOw DIF?ECTION 73.82 · PRCP. :; FT CHAINLlNK FENCE . 73.79 . 73.67 . 73.77 ~AST ~EVSICN 05/18/C7 LAST PLOTTED: OS/23/07 DRAWING SCALE: 1 "=40' PLOT SCA_E: 1 = 1 :lEVU ''/ o^,rE,~bk1 CITY 'c, ."EV.. ~IYR. I~l. IlJP Il'~/}/~U Hl", ,', ,"~K!,'llC).\l Lk- D (' I , I I ( COPELAND INDUSTRIAL PARK ZEPHYRHILLS, FLORIDA '\ \1 (/ SCALE VERIF\CAT:ON \1 THIS BAR REPRESENTS . I. O~E I~CH ON THE , I ORIGINAL CRAWNG ( I DATE DESCRIPT;ON BY APPROVED DRAW,~~G Cm~F\DENTIAL: THIS DRA.'NING AND ALL INFORMATION CONTAINED THEREON is AND SHALi_ REMAIN THE PROPERTY OF A. ANCREAt\SKY, PE AS AN INSTR..;MENT OF PROFESSIONAL SERVICE. THISNFCRMATION SHAL_ NOT 8E USED 0Wf-<OUT THE FULL KNOWLEDGE ANCl PRIOR WRITTEN CONSENT OF AL ANDREANSKY, PE REVISIO~ 1 "=40' 02070103S1 CAD FIl..E: SCALE: SITE LA YOUT AL ANDREANSKY, P.E. P.o. BOX 456 PALM HARBOR, FLORIDA 34682-0456 PHONE, /727/ 441-4149, FAX, /727/ 789-9565 ENGINEER OF RECORD: :;'/10/01 ADD LJALL AA. D,DJE: DRAWN BY: A..A. 05-08-07 CHECKED BY: D ,DJ E : 1" I o I At ANDREA~S.~Y, P.E. FLA. REG. #39387 DATE SIG\JED: APPROVED BY: DATE: iJSE TO VERI")' =IGURE ~I " ~ +-,:5 ~ ~ . '~'~ ~ ~~~:]] '.1 Vi "c"~",, v () ~~-7'='"'Ja..~ 'c, '0 f'~ ~ -g u.J Z ~ ~ ,::1 U 0 ~ iogc:.4.lv <( ~~ 2 ~ g.2 i .g 0 <( 0 0 u 5' ~ -i ~ 0 v:.::,.g 0 cr::: L~-g~E.n~ o I~~ ...-0>-- l/)-ovoC':E .~-g-o:S 0 ~ ~(~t~!~..:.o.. ..1 5-.Ui ~ G.'gi ~ -0 ~ ~"? ~ v.------- OJ :5 5 ~ g () :5 ....... ~ -5 ~ ~~ C' '_, :.;:;_ c............ .", ", (j) ~ 8.2'~ B,Q (V' ,_ ...... 1........ w- <( E~ g v t :5 w 11> Q"ll... 'V I... W ~.~~~'~~ Z == O'C C 0 _ 0 u Q.W u l) Z W "\ ( '\ PROJECT No. 07021201.001 i Sr-:EET 81 of 1 l ~ ~ W c( Q - ex: o ..I U. ... Z o t/) Q ::) :c ... . o z - ... X i ex: UJ I . l- . UJ ai ... I- Z c( ..I 0- X i >- Q c( UJ ex: ~ ex: ~ i I I I ~ ..I c( ii: l- t/) ::) Q Z - Q Z c( ..I UJ 0- o o l ~ I ! r f I J I L to, .' i~ " H rt I, H H H i; It " !l 0'.2)' 0'.2)" ;-1 I ~ , 't I)j I ~ ~ I - ~ 8'xl' ROLLUP COOR MODEL 1'30, IB2) i""PI- RA TE D ~ I)j I I)j I)j I)j I = I ~, I' CONCRE iE PRECAS- L NTEL ABOVE DOOR 'T 't: I - I ~\ 0'.0" CELLS FILLED W'TH 3000 PS CONCRETE BB'.4' 0'.0" 0'.2)" 0.0" 6'.0" 6'.0 0'-0" ;-1 ~ I 't ~ , - ~ ~ , - ~ EXISTING B I CONCRETE SLt~5 1=IN. CONCRETE FLOOR ELEvAT;ON= 11512' 't I - Ul' I 30'x6'8" STEE_ DOOR EX ST. WAREhOUSE I CONCRETE FRECAS- ~t' ' c iNTEL ABOVE DOOR I ~! Ed n ld g Ld F2l1 WI n.." ~ I)j I I 't' 't 0\ I ;-1 .... + + + + + + + + + + + +.... + + + + + + + + + + + 1" + + + + + + + + + + + + +... + + + + + + + + + + +... + + + + + + +... +... + +... + +... +... + +... + +... +... + + + + + + + + + +.. + + + + +.;. +.... + +... +...... + + + + + + + + + + + + + + + + + + + 1" + + + +...... +... + 1" + + +... 1" + +... +...... +... + + +' 1"'" + + +... + +...... + +... + +...... + +.,..... +..... +... +...... + + + + + + + +-+ + + +........ +++...... +... + +... + + + + + +... ++ + + + ++ + + + +...... + +...... ++ ++ ++... ++ + +... + + 1" + + + + +......... +...... +... ++ ++... + +... +++...... + + + + T'" + + + T + +.,. + +... + +... + + + + + + +... +...... + + + + + +- +... +... + + +... + +... +... + +... + + + + + + + + + + + +... + + + + + +... + + + + +... + + +... +... + +...... +... + +...... + +... + +... + + + + + + + + + + + +... + +...... +... + + +... + + + +.... + + + + + +++ + '1'"++ +++ + + +++ ...++ + +++ + +++ "" ++.... + ++++ ++...+ ++++++++ +++++....++++....+ +++++++ +....+ +++....++....-+ ++++....+++++++.... ++.,- +1" ....++-+++.... ....+++ +++++++++++....+++++ +++ ++++.... + + + + + + + + .... + + ... + + + + + + + + + + + + + + + + + + + + + .... + ... + + + ... + .... + + + + + 1- + + + .... + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + ... + .. + + .... +,."" + + .... .... + + + + + .... + + + + + .... + + + + + + .... + + + + + + ... + ... .... .... + + + + .... + + +..... + + + + + + + +.,. +........ + + + + ++ + + +.... ++ + -+.,.. + + + -+ + ++ +++ + ++ + + + + + +... +... + + + + + ....++ ++ ++ + +++.... +++ + T ++...... + + + ++ + + +++ + +t+ +.. + +.... ....++... ++ + + + +... + + + + + + +++ + + + + + + + + ++...... + + + + -+...... ..1.................. +............. + +.... + + +... + + +... + + + + + + + + + +...... + + +.... + +.... +.... + + + + + + + +... + +... + + + + + + + +.... + + + +... + + + ++ ...++...+++++++ +++.....+++++++++++++++++++++++++++....+++ ++ ' .............++++++++++++++... , + + + + + + V. Wind Loads - Other Structures: Q)\\~~~&l ~~&~ SCALE: 3/8'=1'.0' Wind speed, exposure, and Kzt are set on the "Code" page ( Kzt may be changed beto DESIGN DATA OCCUPANCY CATEGORY = EXPOSURE = CONSTRUCTION = F C TYPE V Importance Factor = ., Gust Effect Factor (0) = ., Kzt= 1.00 II.. All structures except category I, III ~ IV 0.85 Wind Speed 120 mph 1.00 Exposure C J Case A& B Cf = F=qzOCfAf = Af = ., F = VELOCITY EXP. COEFF. Kz = TOPOGRAPHICAL FACTOR KZT = WIND DIR. FACTOR KD = IMPORTANCE FACTOR I = WIND LOAD = VELOCITY PRESSURE qh = LIVE FLOOR LOAD = MAXIMUM DEAD LOAD = 125 PSF NORMAL WEIGHT OF SPECIFIED WALL COMPONENTS 0.85 1.00 0.85 1.00 120 MPH, 3 SEC GUST 26.60 PSF A. Solid freestanding Walls & Solid Signs (& open signs "ith less than 300/0 open) Height to centroid ofAf (z) Dist to sign top (h) Height (s) Width (B) Directionality (Kd) Percent of open area to gross area LAST REViSION: 05/18/07 _AST PLOTTED: OS/23/07 DRAINING SCALE: ,"JOTED P _OT SCALE: '! == 1 ( '\ (SCALE VERIFIC.t<TiON"\ I REVISION T-1IS BAR REPRESENTS C~E !:-JCH ON ThE CRGINAL DRA.W'NG DRAWING CCNFDEi\,TIAL: TriS CRANiNG AND ALL NFOR~AATIO,'" CONTA!~ED THEREON IS ANC SHALL RDAAIN THE PROPERTY OF A ANDREANSKY, PE. AS AN INSiRUMENT or PROFESSIONAL SERV CE, THIS iNFOR~AAT::)N SHA_L \JO'" BE lSEDNITHOUT THE FU~_ '<NONLEDGE AND PRiOR WRiTTEN CONSENT OF AL ANDREANSKY, PE ',j~F TO I/FRIFY r'l;l!QI" ) "- ~- - ,.~ ,\~ /' o I 1 " ! ./ 0.0 ft M = 55.33 8.0 ft N = 8.00 ft 8.0 ft V = 0.14 ft 55.3 it Kz = 0.849 23.3 it qz = 26,6 psf 0.851 ASCE7 Load Corminations usediil 0.0% DATE DESCRIPTION 1.20 27.1 Af 442.7 sf 12010 lbs DESIGN ANALYSIS PER ASCE . MNIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, REVISION 1\SCE 7-02 (METHOD 2) AND 2004 FLORIDA BUILDING CODE, 2005 AND 2006 ~UPPLEMENTS BY APPROVED ( \ ENGINEER OF RECORD: AL AND'REANSKY, P.E. P.O. BOX 456 PALM HARBOR, FLORIDA 34682-0456 PHONE, /727/ 441-4149, FAX, /727J 789-9565 ( CAD =-ILE: 0702101VVl SCL\LE: Noted DRAWN BY: p.".A. DA-E: 05-08-07 CHEC<EC BY: DATE: I' AL ,~" C R EA0JS ((Y, P. E. FLA REG, #1 39387 ~ . DATE S:G~ED: , ,APPROVED BY: ~ "'- DJlTE: ) I)j I - N (FILL JJTH 3000 / PSI CONCRETE I / I 't I 8" LNTEL BLOCK TIE BEAM W/(I)- CONT!N. '*? REBAR F!LL JJITH 3000 PSI CONCRETE 0\ ('~ I 8" CONCRETE 1'""ASO"-<RY UNT PRO/IDED BY OwNER COLuMN DOWELS (2l' MiN. LAP) c ~ I BAR. EPOXY TO EXIST. PAVE1'""'ENT 8' CO\;CRETE SLAB F.FL. EL = 11.50 '1 ( : I II I I ~ @ ~~~u~~[NJ &0& NTS :<EV\EW DATE, ?V!kJ CITY 01<' ZEPHYRHI.L~~" f ,./t-t \ ,( BUlL ,'IG OFFICIAL_f&l.IL- U't' OVERALL LA YOUT COPELAND INDUSTRIAL ZEPHYRHILLS, FLORIDA or: R\ f-- <l \;:::;I !1:: w ! 0 CD ow ~ --1 t= lL'- ,(L ~o lLf-- = f w, , f' ,~ , 1) (':~., :5o..~' \'~ --g~T:5"2~ \\ :,./J ~'~] 2 ~ ~ () (' r-.. .... "":l I... -0 0.. .. '-../ '" ~ E 1 ~ ~ LJ Z 0'\>> 0' I.,) 0 r- i ,j g 'E v v <r: :::> I... Q.::l..c r:J'I 0 ::.::> e ~=,--lJ <( O::l"O6~~ =:: ::;I ill'- 0 0 CL ~-g~o~.i O 1"-" Ev > "'~ v,2 C E' ~< ':' I... C 0 L- ~o~:;; ~'or- I . C ~Q.J2 ~ 0;'=::: g(fi - ..... 'A,..~~J5 ~ o? ~.~ g ~->"_ OJ -E2~c0:s I I 2' v ~ ~~ B ~ g C .i : c (j) ':';'~~2.o2 D::: < E~ g v v g u :l):I\1... .1,) I... U 1: .~ ~ ~ '6-,~ z ..r: = O'C c 0 _ 0 v c.w u U Z W '\\ ( "\ I PROJECT No, '[ i 07021201,0011 I SHE E~ ) W1 of 1 c( C - a: o -' u.. 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