Loading...
HomeMy WebLinkAbout02-1346 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit N~ 1346 J10"~ BUILDING ;Z,-' ~ J 0 ' ELECTRICAL (813) 780-0020 Date 7-/?-()~ PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: Parcel 1.0. , Zoning: Energy Code: Radon Gas: oescriDtionofWork-P~ 0- W~...-(U ~ LJ~-w-..~ 1 & j/ 12lvcf. r;~ Water Meter: T,I.F.'s: NO OCCUPANCY BEFORE C.O. Complete Plans. Specifications and Fee Must Accompany Application, C.O. All work shall be performed in accordance with City Codes and Ordinances. FINAL C?p. DATE Inspector DATE RL i $Z> P 'F ~~-' t!':fJ erm.t ee kSignature . ' Company Address ).hlephone# 91/1- 7 '1-7. 1000 Valuation or Contract Price ~ po .J (!},f)-<<J* - f City license Registration # :;2. Cf ~ r State Certified license# r:{~ S; ~ Go. BUILDING f/~ 5/~ [/--0. C/ ELECTRICAL PLUMBING MECHANICAL Ftl'/ 7 -(g-O;) f2 Li1 Pre SLB lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Com pre Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: a, Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning . --...,e. Ul fTl " .....::E Ul" N ~ x>> OI Ci~ ;dZ Al- ZZ r;;: ~..... ..... '! c..... fTlfTl AlfTl Z UlfTl 00 '" <;; I ..... _0 fTlO 'lI q 0 UlAl ..... l.; CO >> Z>> C' N , , CiAl Alo Z Ul , AlC ZfTl Z:::! '" Ci fTlS:: 0 C) p '" ...... ..... )> Z 6 c..... )>)> , 0 ~ fTl Al)> nn C f .2 fTl Ul zn fTlAl ~ '" 5> I~ z Ul , '" fTl 0 n Z ..... '" 0 7'-0' z rrl(Df./)~ z~~5~ ::EID..... fTl::E~"'" )>~ r -<c = )>)>, ~~gE z, fTl "x ~CCZOJ "C nN ~~"U~; )>rlDG1 ; 4.:~~ ,ZZO I Al ' ,^ID OC).....Al ~x -Ziii'- M8{j~~ )>.....'" '" fTl'" ~~O~ Al Ul 8~D~ "", :::Orn--t~X ..........n Z:l>)>() CfTl ::EflO~ rZ~ -<~C() UlAlZ Ul nOO ~g8~ c>Z-i ;o::::-;;:Z-I , O_Z ZVir Z,.-...>-t fTl ~~Q] ~~Z~ ICi C)~EC ~ "'fTlI ........r~~ ;u.....0 ..... 60-4 -z )>>>x )>, ~Cl 0' zfTlu> "ID .....' 0=1 ' -< s:: ofTl Ala fTl Ul .;u ,IDa .....::;: "''' fTl" ,n 0)>0 OI Ci~ x)> gi!: nnc ~=i .....- ZZ AlZ >>AID ..... fTl' :::! , ",fTl ;ufTl C..... AlA ",'" ~@8 00 fTlO _0 Ul..... UlAl ..... ~~ 0 ~, ~o " 00 CiAl z:::! AlC COl ZfTl 0 ZO 0 fTl~ ..... ..... ;:!)> )> .....' ->> , C..... )> z, nn C Al)> , Clc fTl;U ~ Zn , ~ I~ 5> , ~z~ 1'T1~-1 zo' 7'-0' .....c fTl)> ;U, Z )>, ~3 fTl ,Al ~Vl Z :..., 0 (.,J '! I q Ul Ci Z ~ 0 '" ..... '" '" fTl 0 n ;u ..... ~ 0 Z Z Cl Ul 0 Z Ul I fTl "1 Z 0 ..... ..... 0 Ul n )> , !'" n)>"" OZ , ZOx ..... ... Al- , )>ZL nUlc -i>Z O,n Al,..... 'fTl- U>D~ ~rnrn fTl-<o ~G)X ;UfTl -Z'" Qmc )>;u" z)>" " iT; o z~~~ ~~~~ ,C, rC)-'1 ~I8f;; )>_x ZZn 0,0 nfTlZ )>=10 Crrl~ ,;u..... A' 8~l1! ID-< ffi 5 CDZ UlfTlCl -0 Cl Z Ul.......... IC' OAlC "zO -Al "'fTl IUl fTln OfTl IDZ -<..... ::;:L )>Cl ,I ,..... ~CD )>)> Al, .....r;;: Ul'" Ci..... Z ~O"'" ~ZE ')>0 fTl,Al ZCfTl n~'" ,-n OZfTl ",CZ fTl~"'" 0::;:..... <_C :5;AlID ::ozz z(;)G) 8-1 !: ~o nC AZ ..... fTl o )>u'" z,- oooCl ,z ~~~ Ul)>~ Izn ~r:r: UlfTlfTl "'0 .....Ul ~~b ~~~ )>'0 ags0 wC:;:s )>Ul..... n I A CDN -<x "" CD ,~ ~~ n' OUl Z..... .....C AlO )>Ul n (j@ ;u "'0 , q Z :..., o o I '! I F q ~ f;;::;: =1)> !I ~ ",r;; ;U~ :.- ~ "'~ b! ..... . d]J , .6 C) ={] ::; ~ ift'~ ~ 85~ :u ..... , ::; o Al ~ ::; ~ Ul ..... fTl ~ '" co N Ul <:lZ :j~ =t~ J ~ u> ~ , q J J 7'-0" l 1 I en '" " ~ z Cl 0 ~ rTJ Z '" 6 Z '" "';r: -<rTJ Cr 0< rTJ ;:::::! 00 C)> ~;:: rTJ ,,0 C;c ",;:: -< Z o"!; -< 0 rI -< rTJ fCl :;:1- 0 rTJU) :u ~ "'''' C; z Z Cl -< '" 0 Z 1I1 I rTJ rTJ -< Z 0 -< -< ~ 0 '" () )> r "'''' rTJ C)~ f;~ ~g OZ z-< '=<~ 1I1 -< 0 :u rTJ -., 0 Z -l 0; .... <0 0 1I1 0 :':1 " m '" -< Z C 0 '-< ~ 0 I '" u= C ",,, l} -rTJ Cl:u :ri ~ zn z~ m ~ Cl... rTJ b~ :u I 20 .. 0 d 0 :':1 " ~ '" ... z C '-< 0 ~ I '" u= C ",,, l} Cl~ ri ~ ZO ~~ m ~ rTJ ~~ :u I 20 .. d .$>. '" ~ z Cl o ~ rTJ Z '" 6 z '" ;::I OrTJ ~~ -<... ,,0 r;)> "';:: :::!rTJ nO rC rTJ;:: :;:1", rTJ -< :uc "'0 M ~ ;~ ,,, ( ..:. ~n ~CD 1m o )> '" rTJ en o :,. .... '" o 'z :':1'-< :.....' L< M ~ ~o ~ ~ ~CD ~ i~ ~ ~... Bl ~CD .. '" o. I ~ ~ ~ ~cn ~ ",- VI iCJI ~.. &i rTJ '" ~ z Cl o ~ rTJ Z '" 6 z '" '" ~ I o rTJ Z < Cl ~ ~ ij rTJ ;:: Z rTJ '" 0 6 C ~ ;:: '" ... C o .... " CD, ;:: o C z ... '" 't I VI '- "', '" <D I VI m CD .., o '" o , z 2~ I; fn en "-6" tv H III ~ ~ (I ~:g~=- ~:':1 ~~ III m, I 0, " '" 1'-6" H en aIr L. 0 III (!:~ I:) (}l 2 III ..., (;'j r ~ 0 :E "-6" rTJ rTJ :u ~j '" s; rTJ n ::l m III 0 rTJ Z OJ ... I ~ '" -u~ I:) IIIl~ 0-<" C;" :':1 rCCD 11l OJ: rTJO ' ... -.,-x 0-" _z 0 r r:U M-~: g~ O~--i :E '~ rTJO :u "-6" "OrTJ H :U)> 1Il-0 c~8 z 80 -a z ;-. rTJ a " ~ OJ 't rTJ CD a. I :u '" Z 0 C 1I1 " :':1 a :u ~ :..... 0-< rTJ 0, ~ , !-' a-+~ ~ I"'- -u~ 0"''' ~-;;, 2 rCCD rTJO . ... . -.,-x 0-" _z 0 r r:U M'::::'~' 8~ 0...... :E .I rTJO "-6" :u "O~ H :u)> 1Il-0 c~a -a 80 z a rTJ -::- " ~ OJ 't rTJ CD a. I :u '" z C ~. '" I:) " 2 2 :u Qz 0-< rTJ 0, G= w '-' --' <{ z @S~~ II) U Z tIl '-' . Vi ~I~ a:I 0 Vl I- e::>- ~ g: I- ~~ 0 Z--' {t Z Z W< ,t U d I- 0 e:: W -'..... W ~ W -,0 zci a. I :J :J tIl ~Z tIl Vl ~ 0 z -':J <D 0 ~-' ~ Z:J Vl O~ '-' Z N-, 3' Q:<{ O~ <{ II- e:: e:: 0 ~~~ W l- III- 0 I-UtIl Z roL5~ '01- f")1-~ XOU "B/r ~~3 t4t ,UVl -~~ <Ii -<I- ,...: Z Z 0 :J -' :J ~ '< Z 0 ;= N U , W Vl ~ n , io ::; N (f) , e:: e:: I ~~~ e:: W W Vl wO zZ > > ZWI- '-'W< 0 0 0 xe U u Z o>~ ~U>o:: 0 -' :J We:: ~IV1 I-<{w 0 :SuI- !:Olt..t- Z W e:: 90 x W < Z < ~-' IL5,3 we::::; Z 0 w~:$ W < -' , UD "au -' ~ I -' N Z UI-:J UZO W < U < " - - -' 50D e:: - ::; IOtll Z ..... e:: I- N~E I-wZ a..--l~ < w Z I I~ WII- a. Z I- 5 I e::1-(f) lXlUI- I- 0 W L5 x(f) ~~..... o~8 Z ::; ::; ,:::i W -' Q: (f) "::;:J <0 ~~I U :J W U:J-' x :J ::; a. W I...J4: ZZ ~~~ -' Z I-<I ~oo (f) :::i :::i 0 '-....:J:J o:='~w Z U ' IU < :J :J ::; ~DI- --'-' ::;(f) a. e:: -' -' Vi ~I~ :J:J ~,::e~ I- < < -::;::; ~ I- Z Vl Z o Vi Z w ::i i5 Cl Z ~ III t"'F/.DRIDA SIIIN lDMPm June 17, 2002 City of Zephyrhills Building Department Attention: Bill Burgess (813-780-0020) 5335 8th. St. Zephryrhills, Fl., 33542 Re: Walmart signs @ 7631 Gall Blvd. Dear Bill, Enclosed are the permit applications and supporting documentation for the above. If you need anything else, please call and ask for myself or Bob. Thanks for your help 1101291H AVE. W. BRADEN TON, FL 34205 PH.(941) 747-1000IFAX(941)746-5689 VISIT OUR WEBSITE ATFLORIDASIGN.COM 'ff01rl bOJ1t~ptiOJ1 to b01rlp{~tiOJ1" WAL * MART STORES, INC. WAL * MART SIGN SHOP LYNN BEAVER 2001 S.E. 10th BENTONVILLE, AR. 72716-0550 (479)277-9516 PHONE (479)204-0005 FAX May 13, 2002 ADDRESS 7631 Gall Blvd. Re: Store #706 Zephyrhills, FL. To Whom It May Concern; I hereby authorize Florida Signs Unlimited and its representatives to act as agent on our behalf for sign permits and any variance at the below address: WAL-MART #706 7631 Gall Blvd. Zephyrhllls, FL. 33540 Sincerely, -i-/<L-(i?,'l ,J ~ ~JA 7'-:{-~ Property Owner I Property Owner Name: Property Owner Address: WAL-MART Stores East LP 702 Southwest 8th Street Bentonville, AR. 72716 (479)273-4000 Property Owner Phone: State of: Arkansas County of: Benton Subscribed and Sworn to before me this / 3 ~ day of ~ ~//I Notary Public !~ My Commission Expires //-/1- Z--1Je> r- 20 1l.;J- ----;, FICIAL SEAL ~" JULIE TOWNZEN ' NOTARY PUBLIC-ARKANSAS BENTON COUNTY , My Commission Explres...IL.:U-YIl.", ,; ''c.A~f ---...... ~~.it,# ," =-~ 4' DIAH. STD, STEEL PIPE SlEEVE 2'INTO 8' D1AH. STD, STEEL PIPE 8' UIAH. STD. STEEL PIPE SLEEVE DETAIL 4' UIAH, STD. STEEL PIPE SLEEVE 2'INTO Il" DIAH. STD. STEEL PIPE. I lJJTSlDE CAP \lELDED AT PENETRATUJII. USE T\lO VZ' THICK STEEL RINGS INSIDE. STUB PIPE -6'f 8 E~~T~ 4' 2' 20' 14' 3' OPOSED CONCRETE rOOTER FLORIDA SIGNS. UNLIMITED \ , ,,'.' '1'1 Preparea SIGN FORI \ IptN . OIL tf\MPA, FLA. . . t , . ~ Sco.l~."one ~:~ . ,1 ..'::..' t""~ . 1 ;' ", 't" " . ~\<JtiM' I:',t~:'?M2' .' 'tt ~'(I,,;, , t.~'J'IIJ!!!!I' \' ,Jun.;l,2002 9:48AM CITY OF ZEpuYRHILLS .IIU' K .u~" LArtOH rea ~EIaIII'l' C1:'l'% or ..Pfl!U'XLLI BOJ:LDI:WCJ DRPAaftlERr rJ 0 ' 1 9 3 ~ p, I. DAB UCllrvBD PLU'8 uvnw I'D DmlI1iR' S NAME /) a -..1- 1"),~~.~~,,f',;1 -j& s I ______~__ '~ PHONE 4:7; Z 77 '75"/0 J'iJB ADDRltSS LEGAl, DESCRIPTION: LOT IS) BLOCK SUDOIVISIOH PARCEL ID # 'O~ATN PROM PROP~RTY T~ NOTICE} WOR~ PROPSED: Dwgw CONgTP.UCTIO!~ ~IGN o ADDITION OAL'l'EMTION o REPAIR o INS'fALL o MOVE o Dr.MOl.I8ft PROPOSED USE: [JSGL F~LY DWELLING ~MKliRCIAL 01,!tlL'rI - FAMILY o INDUSTRIAL [J. OF UNITS o SWIMMING POOL [J MOBILE HOME o OTHER I CJ RESTAURANT r. HBALTH DEPARTMENT APfROv:AL DEseR,I PTION OF WORK r~...;- G<J~-t? s: !3- J; 5 BUILDING S1Z~ flLln-r.f {q/D -,(.. 6~O (o...j~/c;~dARE FOOTAGE..;20 ~ /h 7 / HU~H'I' ~ RJ:SIDENTIALs COHMBRCtAL: AT~ACH (2) PLOT PL1\NS . (2) SE1'S OF BUILDING PLAN! t (1) Slfi ENRRQY FORMS. ATTACH (3) SE'rs OF BUILDING PLANS, III 8ET EHERGY roRMS. PROPERTY SURVEY RKQUIRED roR ALL NEW CONSTRUC1' I ON _ PERMITS REQUESTED ~BUILDING o !r.ECTRlCAL $- 30 Ilb D ) ~UATI0N OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POtiER o W.R.E.C. }Joe o PL\1rfUNG [j MECHANlCA.L $---- VALUATION OF MECImNCIAL IHSTALLATIOIl [J OTH&R o lihS o ROOfING o SPECIALTY' n PI Of' CONSTRUCTION: 0 BLOCY. o FRAME o STEEL o OTHER ~lKr5HED FLOOR ELEVATIONS IS PROJECT IN !'LOOD ZONE ..&J\D..D YES D NO COMPANY ~/2(c/~ STATE CERT OR REGIST # ~ CITY PROCESSrNG * ~q SIGNATUP.K **~....~.*........***............*..*.........*................* / ,//. COMPANY , STATE CBRT OR ReGIST # CITY PROCESSING . ~~jA ee~ 'flK/ ..*...~..*_.~...*........~.*............................ I'LOIIIID SIGHATURE COK~Nn' STATE CE~T OR RBGIST 8 CITY P.~OCESSING i ..~.*............*............~.......^.............**........**... "CllUICAL CctofPMY- STATE C!RT OR RgGIST ._ CITY PROCESSING # SIGNATURE .......................................................*...~**.** OTlllD\ C(ll.fPANY STAT& cmRT OR REGIST . Cl'l'Y PROCESSING . SIGNATURE ......*+...**....~*~...*............*......*.....*..*K****....*** 'liAC llndnrsi.qned underatanda t.hat thle per:mi.t lnay bl!! I$ubject. to "deed reatrictions'" which. may be more re3t.ri cU,v" than City' Le.qulatioru.. The undersigned aeeumes x:esponeibiU.ty for eompli....nce ..i tb any appl,l,~.l;d"e dGled restr;i rlt10ll~. B. UNLICF~3ED CONTRACTORS AND C~NrRACTOR RES?ON5IBILITIES If the owne~ had hired a contr.actor or contcactor8 to undertake work, they may be required to be, lic.:en~ed j 0 accordance witll st!lte and local regulatiolls. If the contract.or i. Dot licen:!ed fl. tequ1.red by law, bt:Jth t.he .ownel" and oont.t:llctOI: may be cited for ". t'lll5demeano.r: vtoliltion undee state la". It t.llfi OWI\.U: or tllt:ended contrlllct:or are llJlcert.in as to what Ucensing requi.teJll4tlt" ma,Y apply for: the int:e.nded work, they are advisac1 to cont.act. the Cit.y of Zephyrhi.llt: BlIUding' Uepart_II'1ftnt, 613-786-6611. Furthermore, J f th@ owner has hh:ed a contractor or contr.ctoJ::l;, he is advJ....d to have the contractor's I slgn pOl'tiQna of the ....Contractor Section!lN of this appli.~.tlon fOI: ~hich they will be re.sponlJlble. If you, us the owne1: :!1~1\3 -'5 the contractoI:, you are iodicat,inq that you, lather than the contractor, are responsible for. the work. If the contraotoc wish.. you t'o ai.gn ae contr<llctor thAt lQfty be an indication that he is not properly li,c.eneed and is not enti tlAd to pernll, ttinq pri ~rilequ in the ci ty of. l.ephyrhills. C. TRANSPOR'l'ATION IMPACT FEES AND UTI LI'fY CONNECTION l"Ef:S ,D. COllST..UCTUlON J~IEH LAW CCHJ\PTEP 'll3f F'JJOJUDA STA.TtrT!S, AS AMENDED) r certlfy that I., th~ applicant, have hoen provided with a copy of ~~loddll';!; construction lien Law - Homeolmer' s P~otect.ion Gu.id"!!'" prepared by thft Flor1.da Depa.rtJllenl of Aql:iculture and COnl'll~r Affairs. If the applicant is someone ut:,her t.hat the nowne::'\ r cerify that I have obtained a copy of th~ above de~c~1b~d document and promiee in qood faith t.o deliver it to tJ.-.oa "o\omerN prior t,o Comll\EUlCeIrlent. E. CoNTAACTOR' S/OWN~R' S ArnMVlT ! c.ertity that all the info~tion in thia application is accurate and that all work will be done in compliance wita all applicable. laws requlatinq construction. Eoninq, and land d~vl!!.J.QpmeJ1t, . Applicllt10n 1. hereby macle to ob~llln IS. permit to do ,.otk and ingt.allation as i.ndlcated. 1 o.rtify that no work or in,t.llar.ion has c~en~ed prior to issuance of a permit and thlt all WO!'K. will be perfoITCled to llJeet standards of all lawB cegulatinC) conlltr::uatj,on, City codes, zoning Is<)ula.tion8, .l11d land developlnent regulation. in the jur1.diction. I also certify that I underatand that th~ regulations of other governmentAl agencies may apply to the intended wor.k. and that it i8 my r..pon~1bility to identify what .otions I must take to be in comp11anoe. Such agem:ies include but are not 1.iJl\1ted to: *Depart:m.ent, of ltnvll:QlU1lent.l Requlati.on-CypJ:.... Barha,ade t Wat,land Areas and Env.tconmentally S.n.! ti ,,-a Landsr Watex/W.5tewater Trea~nt -Southw.ct Florid& Water Management District-Wells, cypress Bayh8ad., Wetland ~easf ~t~ring Watercouc.~S .A1."J\W Corps of (p..ngin&e~.-Se.W1IlllI, Docks, Niilviq'llble Waterwqys *Depart:ment of He..lth " Rehabilitative Serlrlcea, Enviroruue.ntal He..lth Unit-Wells, W.,tewater Treatment, geptie Tanke *U.S. EnvirunD\8ut",). Prott!ction Agency-1\sbestQa abatement I also certify that, if fill materi/Jl 1,$ to be used in flood Zone ~A.'I or 'r\A. etc. of, it ia \1l1der-stood thl't a dX!l 1.nagB lJl.n illddr:Eln~in9 fl. .. compensiltlng vollUM" will be :ml:lni tted which is prepared by a professional eng.ineer re<,;rlster:ed in the State of Florida proto I: to p,.rrrdt lesuance. A pernllt issued shall be ~onstrued to be ~ liaen... to proceed with the work And nol a8 au~hority to v~ol.te, cancel, a1ter. or set a~1Qe any provisions of the technical codes, nor shall, 11SU4nce ot a permit prevent the Building Of~ioial from ther.after requiring a correction of error. in plana, con~t~uction, or v101~tio~3 of any code. ~vecy p.~t issued shall become invalid unlf:BB the work authorized by such pllnUt is CCllllDE!JnC.a within six months of i.eu.nee, or if work authorized by the permit is .u~p.nded or aban~oned for a period of aix month:l after the time the work is co.umenced. One 90 dilY extehBion of'ti.me IMY be allowed for the pettttit with fee cha:t'ge or $15.00. The extens1.on eball be requeeted in wJ;1\;1n~ to the 8uildin9 official. An approved inspection anuat be 109<)8d du~1n9 each six month period, or the proj~ct will :;le conflldered aba;ndonllld. WARNING TO OWNERt YOUR E'A[LURE TO RECORD A NOTICB OF COMMENCEiHBNT MAY RESULT HI YOUR PAYIt-I'G 'nIICE 10R !HP. ,NTS TO YOUR PROl'Itf.tTY. Ti" YOU INTEND '1'0 OBTAIN FINANCING, CONSULT WITH YOURLENOER ATTORNSY 81i2'ORE. RECORDING YOUR NOTIC~ 0 OMMENCEKSNT. JOBS UNDER ~2,SOO IN VALUE NBED TO RECORD AND ~OST A ~NOTICg OF NCBHENTN. 9iGi1""U~ER O~ J\GENT SI......T"~." CONTAACTO~ ,1 , / ':1 ': \~ ( , . 'y' (', ;~. ".; ~ . '~ _j~..:."".Eg'Nl,:J_u.:__ L_, l .\...-0.'" ,,,,J.J.. "~, J ,L. ... ). u"',,, ~. .l. 'JI . I "~I ,~' ~ . J u n I' 1 7. ? '~' ,~ 1\ .. ...., .- ...c.' STATE OF FLOR:\~,~ ^ i,., ,/I COUNTY or----L~ The tore90~~~~1,s~~~ w.as ftoknowledQed :;~:~~~-~*--.' ~ (name of ~eJ:.on aClrnow"'i:~ ~o 1., pexeonally known to me, 0:: STATE OF nORlDA M . ,/ '" COUNTY 01" _ Ii V\ n rs;...e.-. The forBqoing ins nt "'a~ acknowlcd<1~<!__... Be,fore me t . a of UJ' y\p ~ f~' by (name of per.on acknowledged) ~o i8 personally known to me, or o who has produced___ (type of. l.dent1ticat..ton) and ",hoD did l&l?id not. take an oath. ~~Oi~ s.ign~ture of person taltilll1 aClk(t~wl.dgement o who haa produced ~.~type of identification) and who [Jd1d ~d not take an oath _. J/",.n,., 0 If\. ~~ . ~IA~~_____ Signature of perBon takinq .~edgment }.Je..me t -:.w:.+x.~-~~ e~~~1t\t~:\~~~~I~g8 or I" d' Co 1w8Q(}3--NOTARY :-~i~j NO~::'(Y Se!'/~ce & Bon lng . ~! .i.~,,?'~<'l"~.n......A........ Nlt.~ t ~l ,'!O(l:l F, FK'ldlnq Co ,",.",,~,n>,..,.,_'''__''''''''''''~i!fM''~ ..~ - J"iIIl6"">lt.oY .....~~ -..". " . /I. /J/l. /J .... -, ... - ...,. ---- ','~:, L~ '~'~tJ~Lb ....... , fLJJ>l/.-! J)V1- S l C<N C (JlV\ tlW Y 76~1' CALL J2GV~ .. AAJYYL vL-'\~Lr , " 0/ .. - t& C. fII!I!T JIIE2 ~ .. '...Ql~ a__ 1 ' , - C1IEI""~.a .. . '. . WJlA1D - . . J -- s /70 c)v . . . t ~<p , I , ...... - . S' t, - #'/ 7 tJ. 0" , . 3s.o~ ~? ~. lD'5 ' - " , I TlI''''I 4,. I FLORIM SIGN CO. ....... .. L_ JII "'... Fax:941-746-5689 ........... - I\k:Iv 19 '99 6:04 P.02 ........ t__............. ........~.:' ",~,,\ N_ F/O(Zid4 ~,<j'J' 6" ,1M) ~ lIe I 'LCJ'0 ,qilf. I, Ii A*-: g~.hu Fe ~ y U>;- nill 1___ ....... II,: N._ 54'11c ~ 1111I111/11/11I1111I111111111111111111111111I11111111111111I 2002109301 Rept: 603480 OS: 0. 00 07/16/02 ____ Ree: 6.00 IT: 0.00 Dpty Clerk ~ JEO PITT"AN PASCO COUNTY CLERK 07/16/02 Ii: 36am 1 of 1 OR BK 5008 PG 1227 -.m -~'" ...AIGV'I......_1lII( -"'M'.. NonCE OF COMMENCEMENT 3'tlSlI O//l>~AT~ lJb/b T. FaIIct No. ,} PIlane: FII:_ ,,**..1\.-'/ 7~ 7 /' ~ ~., FIIc .....- Fa: MDunlofbond' ';:::: ,~ ,.. ~- ",., ~..., -~ PIIone' I.)~~ ~ '... Uenan NoIce. ~ In 8IIlIlan 711.1I(1)(b), ;..,. __. ,,~ :;.: ~i" "~(IIo""""''''1i 1 ""'~""'.._....... .-..iii.....~ . L '. .. . ...u l'\..0\.1Ct:II-....... E kft .Li"~ l..t M ~~ .........0.. ..... ....ttfo... ., ....."AWIIo\I.. ........... 1M....... ~'I......tI....~ J rf~~~tv~~~ ~."'~~:'~~..J:~~";~~2~ NOTAR PUBLIC-ARKANSAS ~~b~~-.._ B TON COUNTY _ v My Commf Ion eXPfreS!~-II-:z.o(2~_;. {);.>.- . .- ....~- ~ - - ... "lOll ~~.:::l "-= Fa: ....af.....~... u J.,---......._...'~h_ .,.... 1.1lft_. ........... - " 1:.J s~ ~ 0:1~. PlIant: 56' I I TIWAL * MART ~".umRS 3/S" DlAM SOLT WITH lOCK WASHER a: NUT 4 (MIN) PER l.ET1ER ON WOOD WAllS 84" (f) lY: W ~ W --.J ---l -l <( ~ 84" (f) lY: W S --.J 1/2" DlAM HILTl SLEEVE ANCHOR I I 4 (MIN) PER l.ET1ER FOR MASONRY WALlS I- --- -----1 1 I I I I I L-:=t--1 1- - =:f - - 1 <( I ~ I I I [5 1 I 0 I L=~=~ I ft: I 1 Z I I ~ I I <( I C=~==-I I I 1 I I I ----- FLORIDA SIGNS UNLIMITED Prepo.red By, T ZEPHYRHILLS SIGN FOR: DrQwn By. Hendrlk Oorts Do.t... ScQle=none JUN I 6 2002 FLORIDA SIGN UNLIMITED SIGN FOR W AL * MART ZEPHYRHILLS 84" ILLUMINATED WALL LETTERS SELF CONTAINED DESIGN TO ASCE -7-98 SIMPLIFIED PROCEEDURE WIND DESIGN VELOSITY 130 MPH, 1=0,77, EXPOSURE "c" FACTOR 1.4 DESIGN WIND PRESSURE 29*0,77* 1.4 = 31.3#/SF USE 75#/SF DEAD LOAD 80#PER LETTER WIND LOAD 75# S,F, INDIVIDUAL LETTERS MOUNTING USE 4 (MIN) - 3/8" DIAMETER BOLT, NUTS AND WASHERS FOR WOOD WALLS USE 4 (MIN) - 1/2" HILTI SLEEVE ANCHORS 4" LONG FOR MASONRY BLOCKS OR TILT WALLS LETTER AREA MAX = 7' X 7' X 75#/SF = 3675# AREA WITH QUATERINGWIND = 3675# X SIN (45)= 2598# BOLT SHEAR DUE TO QUATERING WIND = 2598# X SIN (45)= 1837# SHEAR PER BOLT = 1837#/4 = 459# SHEAR LOAD= WIND LOAD + DEAD LOAD = SQRT ((459)^2 + (20)^2) = 459.4# SHEAR STRESS = 459.4#1 .14 X O,375^2/4 = 4,162 KSI ALLO LE SHEAR = 10 KSI > 4,612 KSIO.K. d" 17479 JUNE 16,2002 65" 8" 48" 8" 18" 212" 10' 20' 8' 10" PIPE 12" PIPE FILE NAME - WALMARTPOLE2 DATE PREPARED -1/15/02 AMPS REQUIRED - /5 __, R.D.11JA liON eDMPANY "..,..,..... ~"-.- I'N.(NJJ7tI1-,... 65" 8" 48" 8" 18" 212" 10' 20' 8' 10" PIPE 12" PIPE FILE NAME - WALMARTPOLE2 ! DATE PREPARED -1/15/02 AMPS REQUIRED. 156 _., R.O.,IIA SlIIN <<JMMNY l1I1MDlHME.. ~..... Hl'IlI5 1'H./M1J7.,.1000 ~~~ ,oJ l:) -' <( z II) U Z Vl l:) . Vi ~!~ ED 0 I- o:~ ~ g: I- ~~ 0 Z-' {r ~ wo( z t U d t;:j 0 0: -L.. W ~ W :::lo I- Q. I ::>z :zci ::> ~ Vl ::fO Vl Vl z <t3 <D 0 >-'::> v Vl 6::f <-' Z N-, 3' ~~ ~ II- 0 0: ~~~ W l- III- 0 I-U~ z :.,.:5 .......01- f"')t-.3 XOU ,,9/r N~3 Ftt .......UVl -~~ vi -<(I- ,..: :Z . '" ....... V I W ~ z o ::; ...J ::> ::f !< z o >= U W VI n 0: W > o U o ~ :::;; r VI o z ::> o 0: 0( ...J ...J 0( . '" ....... Vl 0: wO Zz <-,Wo( ~tno:: I-<(w ~u..W [;50::::;; Wo( Wl:)- UZO :SOl:) o.....J~ WII- O:I-VI 03'8 ~~:I: ~~~ OJ=l~w :::;;Vl Q. ~i:':8~ 0: W > o U ...J W Z Z 0( I U 0: ~ ::f 12 W Q. :i ::> ...J <( ~ Vl W Z o U ::; Vi K8 Wo: 90 ~6 . U<-, '" Z ......., - ~~~ K Vl , ~ ,:::;; ~~~ I...J~ I-<(I Il~G~ ;'I~ ~~~ ZWI- o>~ ~IUl ~ut- I,:'iQ ~ou ul-::> _ ...J IOVl I-w~ . I iX ~~t- nl=L.. 0(0 K . ZZ ",00 "'-.....:J:J --'-' ::>::> -:l!::f ...J W :l Q. I- Z W U ::> ...J VI Z ~ I- W ~ L.. Z o ::; ...J ::> :::;; :i ::> ...J 0( I- Z VI Z o Vi z w :I 15 CI z ~ Vl OVl v!t ::>'" I-: - I--W Za Vl~ Vl .... ::<~ '" ::> C. 5S2 n WI-- N V!t ::Is OVl I-- eD jn. ::>'" Za >=1-- I--W Wz VlS Vl ::;::> C wO ::1--, 0 I::< ::> Ci~ a WI-- N ::IVl ...:5 un. >=1-- Wz :::,::> wO N I::I ....... '... ....... '" ... I n Z Cl Vi - Vl n. '" ... W Vl tn u I-- n. t z ... W in u u ... ::I -- - z W ~ >..-J 0 I Vi n. 5 ':0 . Y CD l l v N 1 ..9-,L 1 .. , tr= 0 0 Cl ~ I P Z iI'" . Z ~ a - Q Cl ! ~ Vi ~ r '" ~ :5 d --' u ~ ~ ~ '" OW w~ ::Iw ",--, f2~ I-- , Vl ~:5 -n. W Z 00 ow~ w--'--' o~(7) ...'" wo....... ~, :;; 1--"'0 : :::-Ij ... --' x~G: : OW CD::>--' .......1--0 ~VlI I-: z Z o >= u W Vl W Cl ... Z Cl Vi W vi t ~ ,.: u Z a OVlo-t Vl OVlv} t '" ::>'" , W '" ::>'" . I--W 0 :;; to ~w I--wl-: VlS Vl ..... 0 VlS z a --' Vl :::0--, '" ::<--, W ::> N O~ (.)~ ::> <D ~ '3~ a B~ '" WI-- WI-- ..,; '" ::Is ~ :::Os - W jn. CO~ ('in. :;; ~~ >=1-- ca 0 Wz --' :::,::> .... wO 0- EJ wO I::I 0 N I::I (.).-J I ....... CD ro z I II. ....... -- Cl '", Vi Z 0 .... CO Cl Vl 0 Vi I n. Z Vl b Vl c.~ Cl n. n. r io Vi j I ... u n. .c u ~ ~ Ii ixJ '" I ... ~ i= C---J I n. I n. 0 ':0 . ':0 CD l l r<) f l Lf) 1 ..9-,L 1 ..9-,11 w -' ... u VJ o I-- I-- o Z I-- W W I VJ Z o VJ t.:J Z ;: ... '" o W I-- o Z lD <:I Z Z <:I Vi lJ= g @Si.b ~A I ~ ~ g: (l d ~ ~ ~ -' u ~ OUl ~t ::>Q: zd - I-W UlE Ul .... ::0-, 01 ::> C. 5~ n WI- N OUl ~ t :::;~ II. CD 611. i?ffi Z 0 ~z CD UlE Ul :;::> C wO :::; -' D I:::; ::> O!..! ci WI- N :::;~ 611. CD EI- >z ::> ~ 0 ~ . ... ....... ..., .... ... I C.-J ;.., o ~~-- __ :r~ A ~ Ul 11. Z ... W W U U -- - z w _>.-J 0 iii 5 W -~~ l l N , ..9-,l' Z 11. 0 ;:: u z W Ul W ~ Z " Vi '" OW ~E "'-' e~ I- ~5 -11. W Z 00 ow~ w-'--' o::::'c7i ...'" Wo....... !E, ~ 1-"'0 , .......w , --' ... --' x~l:: . ow W::>-' .......1-0 -UlI w vi t 5 ,.; 0 z cj OUl ~t Ul Olf)ui t '" ~f5 Zd W of) ::>'" ' ~ <D ~w t-W~ V>E Ul .... 0 V>EZ cj --' V> :::;-, of) ::0-, W ::> N O~ O~ ::> '" ~ o~ ci O!..! "l WI- WI- ... u :::;5 :::;5 Q: ~ w - W 611. CO .~ 611. ~ ~~ ;::1- ca 0 Wz -' ~5 . wO a.. . EJ ... I:::li . I:::li D N (.).-J I ~ '- W 10 Z I ... ~ -- " '01 iii Z D .... CU " V> f2 Vi 11. Z V> Ul I c.~ Cl 11. 0 ll. ~ in Vi () I .c ... Q. U ~ :::; W ni in '" I ... CY ;:: I c..~ I ~ Q. . . W 10 CIO l l r') ~ l lCl , ..9-,1' 9- L ' ... I o w --' ... u V> o t- t- o Z t-: z ,- W w I V> Z o V1 " Z ~ Q: o hj I- o Z to lI=' 0 0 <.:l @S~ ~ ,.. z . Z ~! 'I C <.:l ~! g; Vi >- ~ {t ...J cd] U ~ ~ vit ~ OUl I-; =><>:: - ....w Zcj Ult:: Ul ..... ~':'::J '" w ::> ...J C. O~ n <( u W.... N Ul :::oUl OUl vi t <(:5 0 >- ... CD UO- ~f5 i 0 ;::.... >- Wz 0 CD UlS Ul :;=> Z C wO ." :::O...J 0 I~ W ::> - W 6~ c:i I W.... N Ul :::o~ z <'SO- 0 ;::.... Ul CD Wz " >::> W W Z , ~ Z ,..: 3: N 00 <( <>:: ....... u ow~ z <>:: 0 W 0 ;;: <>:: w--'-' "v 0 W o~i7i W -' ;;: <(<>:: ....... 0 WO....... >- n -.. ...J <>:: ~, ;;: 0 OW Z v ......0 I c~ ~~ ' .......W n , -...J <>::--' .. ...J eu x~G: ;:: : OW 'Ul "'=>...J 0 ~:5 '->-0 -0- ~UlI Z 0 -- ;:: Ul U 0- Z W <( Ul W u W -- .-I , <.:l z CXl < 0 z > Vi <.:l 5 Vi :0 <D Y l l N 1 ..9-,L 1 W vi t ~ ,..: :i cj OUl ~t <>:: Ul OV1vi t W '" ::><>:: ' ~ffi Zo t-wt-: ;;: <D ~W UlSZ cj UlS Ul .... 0 ...J :::O...J Ul :::O...J '" ::> lD W => N O~ (.)~ ~ 5~ c:i o~ '" W.... W.... " U :::;~ :::OUl <>:: ~ W <:5 - W <'SO- eo ;;: UO- ;;: ~~ 0 ;::.... CO 0 ...J Wz ...J >::> ...J=> a.. EJ do . wO v I:::O 0 ~ I:::;: (.)...-J I ....... :- CXl :0 z I ... ....... -- (3 m Vi z .... eo (3 0 Ul 0 Vi 0- Z Ul .... Ul I c.~ (3 0- 0 CL >- Co Vi ('j I .c <( u 0- U ~ ~ Ii Co <>:: I < D..-J I CY ;:: I CL ~ :0 :0 :0 l L L l r<) 1 ..9-, ~ 1 l[) 1..9-, L 1 t t 0 0 Vl Vl .... ro ro ,..: N .:::. ~ I -TIn ~ ~ 0- ~ ~j;: z : ::I CU s ~o- W ~~ , I ~ I '" I w I O-I W :J: VlO , 1 ~~ , ~tf)1 K' ~~r j !;)lo- ::. '~~EI:; ,oj,- ;: -' , .1 '" I I ~ : I : ... I~::' ... ~It 0- I:; W V'" ~i I tn ;:::; ~I CU ~~ : L.J ww, ~ ~~&lU :(1) a. I -~--~~-~~ t t 0 0 Vl Vl n ~ c:i ~ ~ G) ID .aID ::J~ ..J 9-11 ~~~;~ ~~,! "O-,Z "Ol "o-,z~, '&,' " ~ '/' , !1P ~ ~ CD ~ "U ... K' ~ ~ a. j "- ~ ~ ~~. i N 0- :i <.:> z Z <.:> iii W .J ,..: II-' @f: i? ';" ~I~ 1&.1 ~~~ (l d ~ ~ t o Vl '~'" '" .... ~ ' 0- " ~ ~ zr/~ ~) \zr/: ~ " 1St- L r l f l~~ <D <( ,II '" ' '" " ,x L ~ ~ \ '~ ~ ~j ~\ .. ~ Vl ~- .:-,' ~~~ , .x: ~ 005 n (, lO rr) "'"Z//S).,rt ~Z/t S '" ...... 2' t o 0 Vl Vl o ;;!; 2- ~~. ::t1 ~ ~ ~. .J ~3 ;~ ~ oa ~ i: W 000- Eli ,,9-Y) "S \'9-,1 , '" I G)t ....0 olS... CD a.~ ~~ ,..: :i w -' <( u Vl o 0- 0- o Z I- W w I Vl Z o Vl <.:> z ~ <( '" o W I- o Z ;: o '" '" <( '<t ,..: :i z o ~ -' W 0- Z o 0:: "- f') -'fn w ! ,..: lc i~h~ i I'" I CU ~ ~.- I~ I - w!~ I I :(1) :.... -~~ t t d VI .... ,...: ~ d VI <Xl <Xl N ~ , I '" ,,9-,Z "O-,l ..9-,Z I '" I ~ ::::::1 W I I~ :CU '~I ww, I I i!:i!:," I Ie. i~ i~ ! -~-_-~J~ I I I I 1~ :(1) lr~ K~ @S ,.. I <.:l ~ UJ z !~ z <.:l ~ iii W (t .,j d ,..: ~ ~ t a VI ~~ ~~ "ZI.'/<; <;) \ZI.'/: <; .. t9/<;t L t t d d VI VI ci ~ ~ ~ .. a 0-; Z VI Z { ~,~ i '" .. '" ~ "'"Z/l B9..1.'l ~Z/l B 1 I '-u.. ~O o..::l; ::>0 VII:: G)rn .ern ::::s~ ...I c. ~ '~ >< ~ -~ ~~,W ;J t- ... ., g , -- "'~ ~ -.", .~., ""'\ "O-,Z ..Ot "O-,Z .::::. t t d VI a ,...: d VI .. ~ - , ...Jaw z' ~..:'" "'o..w "'01:: ..:.-w ..J ww IIu.. .-.-0 .::::. I .- ~f5 0..1:: ::>w ..J VlW WI ~.- ..J u.. ~o o "'0 <rZ ..:w rn I ~ ... ~ c. ~ ~~ ~~: .!t :JU) ..JU) VI -'II. CD ');: vg ..u CD a.~ ~~ Z o ~ ..J W .- Z o <r u.. I in z o ~ a; ..J W .- Z o '" u.. :0 I N vi ,..: ;i W ...J <( U Vl o .- .- o z >- w w I Vl Z o Vl <.:l Z 3: <( a: o w >- o z ~ o '" <r ..: -q- ...; z Z o ~ ~ ...J W .- Z o '" u.. I") lI--' @S I~ ,. Cl . Z ~!~ ILl z Cl ~ l!l Vi w ~ ..J d ,.; ~ ~ t: ,.; w -' a ;i 4: U Ul Ul '91 "~ 0 CD ..... a. I- ~--4J ~: I- 0 Z I- W w .zrls s1 \zr/: s I Ul Z 0 "v9/sv L Ul to Z 3' 4: t: '" 0 a w I- Ul 0 . ~ z CD 4: ,II " ' N " ~ ~ 'a " , N ::::- CD N t: t: '-- " a a a Ul Z Ul Ul . ~ 0 n ~ r 'a .. Vi a N Z n w ~ ~ ::::- ~ , ::Ii 'a" c m tn of) ,,0 ~z/l B ~ ,.; 0 '" .a tn Z '" 4: :J~ '<t ..J C. = a Ul 0 " >< w _~ U> ,..: - w "W j 5: I- .:: ~ J1t! ,.; ;i '~ ~ -' '" , ::J ...'~-"- ~c ~ ~ ;- '", ",/ - W ~I- .O-,Z "Ol "O-,Z / Q) ~4'/ ~t~- ..J: ~ ~ ! ~ :Stn z ... VI :,., -Itn 0 BJ~" ~ Ul ~ CD ~ I ~ Q) ~ G; ~ - ...u -' w w ... I- Q) c.~ I- -- Z Z 0 ~~ 0 l- e: Q: "- N r') ~ t: t: a a VI Ul U> ": U> ..... N ~ ~ -'fn w ! I- le ~ h~ z : ::J eu :; II- W ~~ ~ ~.~ >< ~I- u.. " ~~ I :c CJ) I Ul Owr ~~ ,,9- ,z ,,0- ,l ..9- ,z I 1-"- 3'0 a..::Ii ~O Vlt:: o - . -'ow z' ~<Q: Q: a.. w ~~E I -' ww I II"- 1-1-0 ~ I I I t::J l- I I ~5 l~ a..t; U ~-' Vlw :(1) 'g~ -' I u.. . ~o ~ :eu 0 I Q:O '", Q:Z <w I~ ~~'tJ I I I- I- . fCD fa. ! Z 0 ~ I I~ ~ I'" I u.. w --I;-_-~- ~: tz 0 e: p @S 0 C\I 'j vi '-' ~ g~ . -< z W u ....; z !~ VI z '-' ~ 0 Vi I- ...; {t I- d 0 ...i z ,.: ~ I- W ~ w I VI UJ cn~ CD "zh 1> ED ~ , 'r :J CI) ~ 00 ~ '" I.- ~ ..J LU 'w I ;-, -- tl I 5~a: .::::. w OJ ~ 0 Cl I ~ Vi :0 '" ~ ...... :& ILl Q. ~ ,,0-, ~ w U 0 ~ I ~ rx: >< w '" VI N ~UJ ,,6 ,,0 ,1> ,,6-,t "g-,Z 1- vi ,.: ::i ,,9 ~c,,' _ _-""',~~''''Y'''''''''-'.:~.,-=-''''-'''.'-;:-,-.,-=-- .,'; tn CD '" I I.- " a. t 0 VI >< 0 N "zh 1> 0 ci ~ ~ - W I' '" 0 CD \ .c 1 \ \ < '-' z I b u < :J w I a. t ~ '" VI Z 0 Cl 0 Vi i= ...I VI ~ w ~ OJ ...J e w w I- U j ~ ~ z 0 Q: W ... VI ,,0-,1 w ...J I- ,,0 ,~ r<) ,,6 CD "G/l t <Xl :::- '" l- t I '" -- a CD Vl b I CD ~ N W d- ~ 0 Vi ~ "O-,l w u ~ w Vl N ,,6 ui ,..: :i tn CD , CD I I- ;... C. ~ >< "G/l t :::- - W 'I Co CD .a < I ~ w ~ 0 Vi ..J ~ ~ w U j 0- I ~ ~ w Vl ui ,..: i ,,0 ,t t a Vl o o o ::;. ,,0 ,<;; ~e8 C'I ~ l' ~i!il · <( ~ ~!~ w g o ~ 0> 0 Vi ~ 0 I- ,(r f- ~ cd ~ f- I ~ z o 0~ >-:z ~ Ci wcn~ ED ~ 'r ::>> en ~ ~..JW~ ~ I~g: ! J ~tt:>< ~i=~ LlL .,~, S-,l ,,9 9 ,,0 ,9 a::: o j ,,0-,<;; r<) vi ..: Z ,,6 "l/l . ~ CD }' ... t '" __ fif ~; ~:=Tl w U ~ w VI N . ro '- m I I ,,6 vi ..: Z ,,0-,. I, " ~i18 ('\f ~ Cl ~~I · U ~ ~17 w VI ~ ~~g ~ ,(l I- d ~ ~ ~ ~ wcn~ ED U)~ ~3w~" , 5~a: ~ ;:I5wQ.- ~ ~a:>< UJ~U~ ",l ,,9-,l ..(-,l ,,9 9 en CD . <0 I ... ;... C. t 0 VI >< 0 N "l/l . 0 0 :: ~ - W ,,0-,9 "I Co CD .c c( I . 0 ::J w I t ~ <0 d Cl Vi ..J VI <0 ~ OJ ~ e w u j ,,0-,1 ~ ~ j w VI ,,0 ,I; .0-,1; n Ti I- Z U1 -' w <I. ~~v) g; . u. 0 W <(W 'I l5 O~ > w t-~XGVl a:: ZW ~ ti ~Q::g:3Z?z.c( era! w 5 Cf.~ mu<(o02=e .0::: Z --1o;twVil)~35~8 "'I~ 8 ~~~mh:~~~05 .:'E .f5 V1~~~~>~::f~t:: . a:::tr> o::l=--lcr1()::s""w<z . ~6o .8<(wo;t~ o..utng O::u Vl::1~~ ~!:::.6~ w8::ll! ~:3 .....~V1i:i:?;:o::c(~u~a::zZZVi...J ~~~~g~~~ugg~~~j~ !Zuwmu.uc(ut:;zma..uu<(~ ....: N"'-; ~ ariuj ,,0 ,0(; ~ 1 w Z U> ~~8~ Q"" '" ~~~~ . a:::UWUV; ZU9:>-Cl. I: m~~ zt3o<(~t; ?;~lQ~~~ ZWu..VlWI-- OO=>O::::tn ...J aV1 NZ ZO Z...J w>- ,,-"- ,w w.... ~~ 5V1 >", ~~ < ,::J 50 "'0 ~~ u Ii= 0 @S ~ 0 ~ I ~A~ ~~~ (t d ~ ~ o w "0 ~~< ~...Jw ;J~~ u....JI " U UOI- <z< ffi<:::;; V1 ...J ~t') wo Oz ..< W "'N "O-,V ,,0 ,9l (I') I W W ...J < U V1 0 .... I- 0 Z .... w w I R V1 z 0 V1 " Z ~ < '" 0 W I- 0 ~ z 5 w 0 in I/) vi ,..: Z R ~ 5 I- Z o '" u. '<t vi ,..: z ;l: w 5 I- Z o '" u. '" f1 ~ :;: ..... Z o Q: u.. vi ..... :i ,,0 ,I> '0 I io ~ :;: ..... Z o Q: u.. N ..... Z ,,0 ,1> '0 I io I ~ w, <I. 6~ . D.. u.Q w a.",~ ,!f !5 o~ e; llJ I-~X~V1 ~ ZW ::E W ~cr~:5z~ cr;t ~ ~ ~~-.JmQ<8~~~ Ur- 5 ::::8~~~~~~cru ~~ 0 ~:tcr a:~Uoon:: ~~ a: V1~0f2~~~L.J~t: a:ti:~ a:::1=~o::'l55<1.w<z k~oo f:?4(Wo<l.(j a.UVlQ ~u~~~u~~5~wS~~a3 f~~~~~"'~u~~z~~~~ ~~~g~~~ugb~ggj~ zuwmlL.u<uwzma..uu<~ ~~ N,..j .. Yil.Ci ,,0 ,0<: ,,0 ,9l I:J < ~3: 00 ~~ ,,0-,0<: ,,0 ,9l at o NO "'Ill I:J < .,:3: DO ,~ ..... , oBTEg ~~gLl1 ~O'"":'I 5~5~ Na::~~~ -::;--3: z u:> W Zti) ~~8~ ~~ ~ g~~~ ~5~8Vl 15~~~~ l-oajjco8 ZWZWNI"') ~<e(tn<(~ ~~~:;1~I ztj<~b ~~~~w~ Zt1LLi/)W~ Cto=>a::U'I Dill NZ zo z-' ~~ .w w..... ~~ 5 III >", ~~ < .::J 50 "'0 ~~ u [)= 0 I[p ., a ~~ I ~!~ ({ cd] ~ ~ a w "'0 ~t-< ~-,w ;!~~ u..-'I '" U uo..... <z<( co<::; III -' ~f"") wo Oz ..<( w "'''' "O-,l -' -' (;: '" u < co i i ('I) . W w -' <( U III o ..... I- o Z 0- W w I III Z o Vi co z 3' '" '" o 3: w :;: w o Vi w ..... o z Lf) ..... :i ~ :;: I- Z o Q: u.. v vi ,.: :i 3: w :;: ..... z o '" u.. t<) ~ w, z u:> OVl [)= --'w w zVi 2~:1 ,~ l5 ~8 ~~8~ NZ ~ ZO @f:i? (l) W !Z~~~CIl~~ ~g ~t :s t;; <l~'" Z 'it g~~~ ~!7 . w '" W '" U Q. mQ 8~ ~ ~5w8iJ) .... Z ..Jo~UJcn~~ma::u ... I- ~ g 0 r~: ~~ U ~~irm~~V'J~of5 :s '" Vl~tg:l~C--'~t: t-Clodll)8 6Vl (l ,~g~ ~Sd"'~~S;itl<~ Z~~~N'" ~f5 d .....0 vit- 9~w Q.4(~':: ,...(/)c(~ ~~ ~ u :ju~~t::o wS::>u..e,,:5 ~VlI~II cl5 ~l:lc;:~ ElO~"'Z~~iii;i -w t-.... ~ ~~~8~a~usg~..J ..Jt;; zU it> era ZUW ",-u:iut;;z",,,-uu;i~ ~Q~~w~ ~~ z~~iilt.r; N ,..j -i lliui aQ::>Q::lJ) W --' < U Vl 0 l- I- 0 Z 0- ... ... I ~ III Z 0 III U Z ~ < a er w 0 "'0 < I-~ w ~-,l5 Vl I- -' 0 d~~ ~n ~ Z "'---II 00 :> '" U Z UOI- ..< W <z< w 0 m<:::;: erN Vi L{) l- I- :i "O-,OZ Z M ,,0-,. ,,0-,91 ,,0-,9 ~ ~ :> :> l- I- Z I~ Z 0 0 ~ er ~~ "'- N 00 '<t a , oJ) ...., ... ...: Z ,,0 ,OZ Z ,,0-,. ,,0 ,. ,,0 ,9l b I ~ I '", t at ~ a ~ NO a~~g :> nVl :> I- e~~ti1 I- Z 1::1 ~~ z 0 :::io ,I -' a ~ < ~Z<"- -' n: ..:~ o<o::li G: "- 50 N~I~~~ '" 0 U I') 'oJ) ~ ...., ~::li__~ B 4' 4' DIAH. STD. STEEL PIPE SLEEVE 2'INTD 8" DIAH. STD. STEEL PIPE 2' 20' 14' 8' DIAH. STD. STEEL PIPE 4' DIAM, STD. STEEL PIPE SLEEVE 2'INTD 8" DIAH. STD. STEEL PIPE. t [IJTSlDE CAP VELDED AT PENETRATI[Jol. USE ND 1/2' THICK STEEL RINGS INSIDE. 3' DPDSED CDNCRETE FOOTER FLORIDA SIGNS UNLIMITED SLEEVE DETAIL SIGN FOR: OIL TAMPA, FLA. Dro.wn By. H..ndrl< DOI'lS Do. t", Sco.l..=no.... JUN 1 '002 FLORIDA SIGN UNLIMITED SIGN FOR: WAL*MART PENNZOIL TAMPA, FL MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WINDLOAD BASED ON ASCE-7-98 SIMPLIFIED PROCEDURE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WIND SPEED 130 MPH, 1= CATEGORY 1 = 0,77 EXPOSURE "C" FACTOR = 1.4 DESIGN WIND PRESSURE =29*0,77*1.4= 31.26#1SF FOUNDATION CALCULATION TOTAL SIGN HEIGHT 20,00 FEET WIND CENTER MOMENT DIAMETER LOAD uP" OF IN OR WIDTH HEIGHT AREA KSF. PRESURE KFT. SIGN 1 8.00 4.00 32,00 0.0313 1,00 18.00 18,01 COVER OR 2 0,67 16,00 10,72 0.0313 0,34 8,00 2,68 POLE 3 0,00 0.0313 0,00 0,00 0,00 4 0.00 0,0313 0,00 0,00 0,00 5 0,00 0,0313 0,00 0,00 0,00 TOTALS= 42,72 1,34 15,49 20,69 H= 15,49 FEET SECTION MODULUS REQUIRED Sx= 20,69 X 12/29,3 = 8,47 IN^3 # POLES= SxREQD,= MIN USE 1 8,47 IN^3 8" DIAM. STEEL PIPE 28,55#/If Sx=16,8 IN^3 > 8,47 IN^3 OK FROM 16 FEET UP WIND CENTER MOMENT DIAMETER LOAD uP" OF IN OR WIDTH HEIGHT AREA KSF. PRESURE KFT. 1 8,00 4,00 32,00 0,0313 1.00 2,00 2,00 2 0,00 0,0313 0.00 0,00 0,00 3 0,00 0,0313 0,00 0,00 0,00 4 0,00 0.0313 0.00 0,00 0,00 5 0,00 0,0313 0,00 0,00 0,00 32,00 1,00 2,00 2,00 SIGN COVER OR POLE H= 2,00 FEET SECTION MODULUS REQUIRED Sx= 2,00 X 12/29,3 = 0,82 IN^3 # POLES= SxREQD.= MIN USE 1 0,82 IN^3 4" DIAM. STEEL PIPE 1 O,79#/If Sx=3.21 IN^3 >0,82 IN^3 OK MINIMUM LENGTH FOR FOUNDATION DEPTH OF FOOTER = 4 FEET # OF FOOTERS 1 LENGTH= P X (2,37 X D X 2,64 X H) I D X D X 2 = LENGTH = MIN WIDTH /1 MAKE Fa E use 1 1 f concrete 2,10 FEET 0,84 FEET 3' LONG BY 2.5' WIDE X 4' DEEP DATE BUI!.C'ING DEPT APPROVED PLANS REVIEWED 56' I I rIWAL * MART ~...~ 4"+ - 3/8" DIAM BOLT wrTH lOCK WASHER &c NUT 4 (~N) PER lETTER ON WOOO WAlLS 64" if) a:: w 1= w ---l ---I ---I <( 3: 64" if) a:: w 6 ---l 1/2" DIAM HllTl SLEEVE ANCHOR I I 4 (WN) PER lETTER fOR MASONRY WAllS t_===1 I I I I I I L-=t--j 1--:::::1-- I <( I 3: I I I G I I 0 I L=~=~ I &: I I Z I I ~ I I <( I t:=~==-I I I I I I I ----- FLORIDA SIGNS UNLIMITED Prepo.red By. ZEPHYRHILLS SIGN FOR: Dro.wn By. Hendrlk Oor\s Dnte. Sco.te=none JUN 1 6 2002 FLORIDA SIGN UNLIMITED SIGN FOR W AL * MART ZEPHYRIllLLS 84" ILLUMINATED WALL LETTERS SELF CONTAINED DESIGN TO ASCE -7-98 SIMPLIFIED PROCEEDURE WIND DESIGN VELOSITY 130 MPH, 1=0,77, EXPOSURE "C" FACTOR 1.4 DESIGN WIND PRESSURE 29*0,77* 1.4 = 31,3#/SF USE 75#/SF DEAD LOAD 80#PER LETTER WIND LOAD 75# S,F, INDIVIDUAL LETTERS MOUNTING USE 4 (MIN) - 3/8" DIAMETER BOLT, NUTS AND WASHERS FOR WOOD WALLS USE 4 (MIN) - 1/2" HILTI SLEEVE ANCHORS 4" LONG FOR MASONRY BLOCKS OR TILT WALLS LETTER AREA MAX = 7' X 7' X 75#/SF = 3675# AREA WITH QUATERING WIND = 3675# X SIN (45)= 2598# BOLT SHEAR DUE TO QUATERING WIND = 2598# X SIN (45)= 1837# SHEAR PER BOLT = 1837#/4 = 459# SHEAR LOAD= WIND LOAD + DEAD LOAD = SQRT ((459)^2 + (20)^2) = 459.4# SHEAR STRESS = 459.4#/3 X 0.375^2/4 = 4,162 KSI AL:~ LE SHEAR = 10 KSI > 4.612 KSIO,K. e 7479 JUNE 16, 2002 SLEEVE DETAIL .. .... DCTIM ~ SlED.. PFE SLaw: 2'MU r 11M. EX1"M STJDIi STEEL PIPL I II.I1SIIE ClIP WELJD AT PDElMna .. TVD U2" ....... STEn. _ JJaDE; 20' \VAL SUPE 5'-5' 10" EXTRA STRlJolG PIPE 8' ENTER DPTICA 4' HOT[] EXPRESS 8' OPEN 2 HOURS 1'-6' 30'-0' 4'9' 10" EXTRA STRONG PIPE SLEEVE 2'lN 2' 12" EXTRA STRONG PIPE 11' 12" EXTRA STRONG PIPE STEEL PIPE MUST BE AST" A500 GRADE B VITH MIN 42 KSI YIELD STREI<<iTH PRIFDSED CIIlCRETE FUllER 12' FLORIDA SIGNS UNLIMITED EPHYRHILLS Preparecl By' Dr...n 1ly1 HendrIe DooIs Do. WI Sc..le=none JUN 1 6 Z002 FLORIDA SIGN UNLIMITED SIGN FOR: WAL*MART ZEPHYRHILLS WINDLOAD BASED ON ASCE-7-98 SIMPLIFIED PROCEDURE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WIND SPEED 130 MPH, 1= CATEGORY 1 = 0,77 EXPOSURE "C" FACTOR = 1.4 DESIGN WIND PRESSURE =29*0,77*1,4= 31.26#1SF FOUNDATION CALCULATION TOTAL SIGN HEIGHT 30,00 FEET WIND CENTER MOMENT DIAMETER LOAD "P" OF IN OR WIDTH HEIGHT AREA KSF, PRESURE KFT. SIGN 1 20,00 5.42 108,33 0,0313 3,39 27.29 92.42 COVER OR 2 0,84 0,67 0.56 0,0313 0,02 24.25 0.42 POLE 3 10,00 4,00 40.00 0,0313 1.25 21,92 27,40 4 0,84 0,67 0,56 0,0313 0,02 19,58 0,34 5 8,00 1,50 12,00 0,0313 0,38 18,50 6,94 6 1,00 17.75 17.75 0,0313 0,55 8,87 4,92 TOTALS= 179,21 5,05 25.27 127.54 H= 25,27 FEET SECTION MODULUS REQUIRED Sx= 127,54 X 12/29,3 = 52.23 IN^3 # POLES= 1 SxREQD,= 52,23 IN^3 USE 12" DIAM, EXTRA STRONG STEEL PIPE 65.42#/LF SX=56,7 IN^3 > 52,23 IN^3 OK FROM 13 FEET UP WIND CENTER MOMENT DIAMETER LOAD Up" OF IN OR WIDTH HEIGHT AREA KSF, PRESURE KFT, SIGN 1 20,00 5,42 108.40 0,0313 3,39 14.29 48.42 COVER OR 2 0,84 0.67 0,56 0,0313 0,02 11.25 0.20 POLE 3 10,00 4,00 40.00 0,0313 1,25 8,91 11,14 4 0,84 0,67 0,56 0,0313 0,02 6,58 0,12 5 8,00 1,50 12,00 0,0313 0,38 5.49 2,06 6 0,84 4,75 3,99 0,0313 0,12 2,36 0.29 161,53 5,05 12.27 61,94 H= 12,27 FEET SECTION MODULUS REQUIRED Sx= 61,94 X 12/29,3 = 25,37 IN^3 # POLES= 1 SxREQD,= 25,37 IN^3 USE 10" DIAM EXTRA STRONG STEEL PIPE 54,74#ILF SX= 39.4IN^3 >25,37 IN^3 MINIMUM LENGTH FOR FOUNDATION DEPTH OF FOOTER = 4 FEET # OF FOOTERS 1 LENGTH= P X (2,37 X 0 X 2,64 X H) I D X D X 2 = LENGTH = 12,02 FEET MIN WIDTH 4,81 FEET M~AE F OTER 12' LONG BY 5' WIDE X 4' DEEP USE 8~ OF CONCRETE ~drik Ooms P.E. #17479 JUNE 16, 2002 20' VJAL MART SUPE ENTER 5'-5' IlY EXTRA STR(JlG PIPE s' ENTER OPTIeA 4' Hom EXPRESS s' OPEN 2 HOURS 1'-6' 30'-0' 4'9' 2' 11' 12" EXTRA STRONG PIPE PRIFOSED ClJtlCRETE rDOTER 12' .. .. Dn'ItA STIDiI& STD:l. PH: SUE\IE 2'Mm 12'" 11M. EXTM S1IDG S1EEL I'ft. I IIITSDE ClIP VELJO AT PDC'JM..... UIE 'NO vr TIBX STEEL..... _ STEEL PIPE KIST BE ASTM A500 GRADE B VITH MIN 42 KSI YIELD STRENGTH FLORIDA SIGNS UNLIMITED SLEEVE DETAIL Prepnrecl By: Dote' Scale=none JUN 1 6 2002 FLORIDA SIGN UNLIMITED SIGN FOR: WAL*MART ZEPHYRHILLS WINDLOAD BASED ON ASCE-7-98 SIMPLIFIED PROCEDURE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WIND SPEED 130 MPH ,1= CATEGORY 1 = 0.77 EXPOSURE "C" FACTOR = 1.4 DESIGN WIND PRESSURE =29*0,77*1.4= 31.26#/SF FOUNDATION CALCULATION TOTAL SIGN HEIGHT 30,00 FEET WIND CENTER MOMENT DIAMETER LOAD "P" OF IN OR WIDTH HEIGHT AREA KSF. PRESURE KFT, SIGN 1 20,00 5.42 108,33 0,0313 3,39 27.29 92,42 COVER OR 2 0,84 0,67 0,56 0,0313 0,02 24.25 0.42 POLE 3 10.00 4,00 40,00 0.0313 1.25 21,92 27.40 4 0,84 0,67 0,56 0,0313 0,02 19,58 0,34 5 8,00 1,50 12,00 0,0313 0,38 18,50 6,94 6 1.00 17.75 17,75 0.0313 0.55 8,87 4,92 TOTALS= 179.21 5,05 25.27 127.54 H= 25.27 FEET SECTION MODULUS REQUIRED Sx= 127,54 X 12/29,3 = 52.23 IN^3 # POLES= 1 SxREQD,= 52,23 IN^3 USE 12" DIAM, EXTRA STRONG STEEL PIPE 65.42#/LF SX=56,7IN^3 > 52,231N^3 OK FROM 13 FEET UP WIND CENTER MOMENT DIAMETER LOAD uP" OF IN OR WIDTH HEIGHT AREA KSF. PRESURE KFT, SIGN 1 20,00 5.42 108.40 0,0313 3,39 14,29 48,42 COVER OR 2 0,84 0,67 0,56 0.0313 0,02 11,25 0.20 POLE 3 10.00 4,00 40,00 0,0313 1.25 8,91 11,14 4 0,84 0.67 0,56 0,0313 0,02 6,58 0,12 5 8.00 1,50 12,00 0,0313 0,38 5.49 2,06 6 0,84 4.75 3,99 0,0313 0,12 2,36 0,29 161,53 5,05 12,27 61,94 H= 12.27 FEET SECTION MODULUS REQUIRED Sx= 61,94 X 12/29,3 = 25,37 IN^3 # POLES= 1 SxREQD,= 25,37 IN^3 USE 10" DIAM EXTRA STRONG STEEL PIPE 54.74#/LF SX= 39,41N^3 >25,37 IN^3 MINIMUM LENGTH FOR FOUNDATION DEPTH OF FOOTER = 4 FEET # OF FOOTERS 1 LENGTH= P X (2,37 X D X 2,64 X H) / D X D X 2 = LENGTH = 12,02 FEET MIN WIDTH 4,81 FEET ~..AKE OOTER 12' LONG BY 5' WIDE X 4' DEEP UpyrRDS OF CONCRETE ~P.E. #17479 JUNE 16, 2002 '3'-0" r- , '" ~ q os;?m .... a?>o 0 '" 0 ~~s::: a >0" q ~ '<J: '''' " ;0> , z 'ij , "-0" 0 '" 5'-0" 17'-9" 1'-6') B" B" 30'-0" .., ;0 o z .... < i'i ~ -l 9 ~ m o ~ ~z ':'" :j: N '" o '" < i'i ~ z c., 0 VJ '" "'- 0 -nm, '" z );! 0 r= ~ .... ~c_~= =_ ~ 0 ;0 "'.... )> '" " "'- a, '" )>", '" z 0 0" 0 c> "')> '" j; 00 " j; s: '" , s::: 0 '" "';0 '" Z .... e ;0 .... '" "" z '" '" ;0 ;g~ c> ;0 I '" '" "'''' '" OlJl " -l ;0 Z "'''' '" :::;0 '" S Ie '" )> , -l Z ~:= 0 0 c., ,,-< '" in '" 0 lJl 0 )> , '" lJl c...... t..n. - "0 I 1"1 "U1 ;0 I . 00 1"1 .x Z u= ...,'" '" 0 J} :tJ -: ,- ~IO ffi ~ en ' o " I! ~ zx ~~ ... '" 0> " 2.0 - "' Clio I 0 n ~ o~ . _-___SP , o \: 0> ," q ..,.... x, ~~ ;0, ~l. ~o "'-~ lJlI ~... "'0> ,a 0< '" '" o N~ I. ~ q ~' OI I> , ~6 0'" o .........."T1!:~ "'x":], ~2~~ 0;0 , I~~l. ~~6g fTl......~~ ~lJl I I .... i'i m , a o < lJl [PI U1 1- '{ I I q .f>. (J1 ~"'O"" "'''lJl oWO"'U q ",0<:::0 ~>~ ",;:0<;::0 0 0 bn~~ ~Z;;~~ '" ~ s:::....- );! 0 "'~~!1! 1"1",0 r^I)> j; ...ow ~":]~~ r= , s::: o 0 OZ~ ":l ~-e _",0 ",;0 s::: '" ,0, IMew ;0 .0 o;~~ ->;l5?M ~" ''ij " , ;0....0 '" 'ij 0 ....2 '" Oc> '" IS:::~ "'''' 0 c; OO~ .... 0 z z 'e '" z c., {;:~, ~~ 0 e rn z'" "0 :::; 0 z Cl ' 'ij'" x I :.., "'0 a: :;; "'OO! tD;::or'1Z )i?~~- -<~z ,. g~Vi r::_1!' ;g~Viz '" '" ~~~ . ;ii Z 1Il ~~~ ~rg ~:g~ :i!~~ Q~~ ~no 00'" oi'j~ ""'0 ~~7 "'", ~~ :1:0 )>~ ~~"1J::!J;:onooV)U')~; ~$~xOfTI~ZCCO ~~p;;~;~;~;;~ fTI" I'~ >< In ~gk::.!"Tl..... -l C :::e~"'" ~>::e LoI;:om"O~ :ii-'~dA{-'~~~f!l~~-l. I"l:€-uc ~ .....,n,":.'J z~~~~~':ij~~N~N~ ~~ _V) ~ 'e (J);o(])Z~f"T1:tf"1~ -12;0 lJ)??t'-ma;o" c o!a~ V:J,~' g ~ ~~> o C> Z -l xz I C') NQO) "p v :I: ~~q ~ ~ ~ ~ ~.~~ ~ (/) tiJ-:u::o ~ ....... I m go." ~~~ ~ ~ ~ ~~Q ~ 1J :t: {rit;':J ~ ~ ~ ~~~ ~ )>0 2' z " ~ ~ ~ V' .!(~.!( ...0...., 0:1:0 ~o'" r_ "':= "'1Il ?;~~ :g~~ ~g@~~~~i~~1 oZZ~~~:e~~~ Z);!Co:::eZ~o~n ~o-o ~::e~aod. i!''''~~I;=n;O;ii''' ~~'~~~~VJ~~~ oog~~VJg~g~ ;z~~~~~.~:~~ . ~~O~g~~~~ Z ~VI"'~~M~ o ~5~iJ"l)'" : :~~~8~ ~ f"1 'U)z (Jl ~ ~~~~ ~ M ~c r;r UJ ~ Y1~ (Jl ~ ~ ~> ~ ~ ~ ~~ ~ g ~?i~ ~ ~ Qa 60680 eee; g~~~g~~~~dS~~~S~ ~~~~E~~g~~~~~~~~ ~~~M~~~~~8,~~~,~ " ~~~Otn:X;M ~ogf"1~Mg~ ~M~~~E~ ~....~~a?2~~ ~. ~~r.-~~ ;~V>>5~~Y1~ ~ s~~~c 5~P~~~~~ :x; ~f"1~8~ ~~~~~~~7 ri ,ml;; C OS?nl~II'T1"U II M..-..O ~ [D. )>-0 V)O~ ~ ~~i ~ i ~~ I:! ~ ~~m ~ 8 VI~ .::e,C o ~. ~ ~ UJ ~~ F~~ ~ n ~ ~ ~ M~ ~g~ ~, ~ ~ ~ ~ ~~ :~~ 1Il tl ~ j; :e _'" U;~:e E ~ ~ t= 01-< Or! ~ l; (Jl ;;: ~F ~f?1~ VI ~ ~~ :!]... 1.3'-0" xl -l;:: .., c(;) -. "'. '" I ""1 0 0 Ul... z :Eo -l ( ......~ < ;;; UlI :E <>>. ;!;... ,..,'" I .0 q 0< '" Ul 0, -;:;~ I l> q s;" nI "'.- Il> 0""'" 0, . Ul, ~o ~~o f- 0"" 0 e ~-> ;;; ~m;:: " I 0. ~ q 00", -l a~a 0 0. 0 :E~;:: 0 l>O" q ~ '<I .,.., " "'l> r .., z 'tj . S 0 ,.., i"= 5'-0" 17' 9" 0; 1'-6'~ 8" 8" 0 U .30'-0" .p. -f>. tn :E-lO-l ..,,,Ul OO)OlJ q fT10<~ ~~f2 1T1:::tJ<;U 0 0 5n~~ ~)>fT1fT1 ~ ~ 0 ~1"Tl6 ~()::UI 5> Ul~~~ r;W;;:I)> -lorn ~'=1~~ ;= . ;:: o 0 ozs;' '=1 s;'-C '" ,.., ,.., .0. _Ulo IIT1C~ '" '0 ~~~ -M~M '{!." .'tj " . "'-l0 ,.., 'tj 0 -lZ ,.., 0(;) Ul I;::~ Ul'" n C) OO~ -l 0 Z ,.., Z 'c p~ z :.., ""z- 0 lJJ~, C rn z'" "6 =; 0 z (;), 'tj'" x 1 :.., "'0 ~ j; VJ '-" ...... 0 nO; ,.., z ~ 0 ;= -l ~ ~ 1.-(""7--_- - 0 :u Ul.p. )> N " ...... q :;: l>1J) N Z 0 0" 0 (;) "')> 1J) 5> on " 5> ;:: '" :- ;:: 0 '" Ul:U ,.., Z -l C :u -l '" "" Z '" 1J) '" ~~ (;) '" I Ul '" "'''' '" OUl " .., :u z :;:'" '" =;0 :;: 0 IC '" -l )> . -l Z ". 0 :.., -. '" 0 ,,-< in '" 0 1J) n )> , '" V1 c.....U!. - 'llol '" -'" :u I . 00 '" .x z fF' -ll"-' '" 0 l} ::u~ ,- 'lll q fi ~ -<0> , . o I % ~ zx :0 ... . V1 '" ' 2W - - 1 .... (;)10 0 n ~o. . -----~ ,,",OO! CD:::Df'T1Z ~~~- -<~z gcv;- ~~~ ~(;)f'T1 t8~~. ~VJZ ~~~ ~.g ~3!~ :t~~ o"Z ~~i"A ~nO 00'" Oti~ "''''0 ~~I ",.... ~" "'z ro "s;; ~~~~~~~~~~~;r E~~;;~;~;~;;;- """"I'~gVtila,::::,~-1-1c :E~-1 cl>:E u;:om"~ ~-1:td::o-lg~~~~;;-1, ",~:!!c("T1~ l>c.....Qr,1:'J ZU1~~o;Q~ZS:N~N~ ~~ _Vl ~ Ie Vl~~~~~~f'1g d~~ V;~~!='g ~ ~~> o C) Z -I ~~ I (;) ~~cn r -0 :I: ~t:q ~ ~ g ~I~~ ~ ~ - Vi -;;,?O;tJ ~~~ ~...a. '"OJ ""',0""" g 0 "TJ ~I-~ ~ ~ ::0 ~q~ ~ "U ~ {rib~ ~ ~ ~ ~~~ iii, )> n z ^ ~ l: ~ y> oro ~o'" ,- ",::: "'Ul ~~~ Tl~"" N~~t s;'2'{!.~ o:U , I~$~ 5~68 ,.., ,..,;:: ~1J) I I ... ;;; OJ , 0 o < Ul 8'1'" 1- '-! I I 0, ~!--" ~ @)G@)B0 (8@0; g9~~g~~~~d~~~~~~ z ~gJ=f'T1~SF~Zg'F~~~~ -l ~ mf'T1z~m' ~orm~mrm . m~mOf.l):I:M :gogm~rrlgM ~H;;~:~E~ ~...,~~a~~~ ~. ~~r.SJ~ ~~~5~~Y'~ ~ s~~~o 5MA~~~~~ :I: ~m~8~ ~~~;g~~g~ ri rm~ 0 o2fi7~:tm"U II g";1~ ~ ~. >~ ~~~ c... f'T1-< ~ 'Z f?1~--i 2: ~l;~ 2 ~ 8M ~ 8 ~ -I~t"., Ul ~ S30 z~~ ~ mc.O'I ~ 8 Ul~ :::e'c o ~. ~ ~ Ul ~~ ~~~ N ~ : ~ ~ ~~ ~8~ c:o ~ :u ~ ~ ~~ VI~O ~, ~ ~ F z :t~ ~VI:U Ul ~ ;<: ~ 0; <;;-< g~~ ~ ~ Vl ~ ~F ~fT1~ VI ~~;? rOO"Dztl)l!ntDn ~i";!:li!i$Ol;O r'l c:!z-;:Qo~",3 o zili~~o;~::!~.., z~co:ez~oJ=() ~n-o>~~f1'1dod ~m~zIF()::O~::O ~~r~~~~~::o~ 5o~~~V)g~8~ ~~~~~~.~~ts::o ~~o~~~~~~ z ~tn""fT1~~g o ~a~~"U"Tlr; "Tl "1Jc~~8~ F fflp1r~~r U1 ~ ~~fJ~ ~ M ~o ~ VI r'l Y';e U1 ~ ~ ~~ ~ ~ ~ f>~ :-t g ~ ~~ ~ ~ ~a z o -0 -i o '" n :>> , f" z o -0 ~ o '" )> ::;: z " '" o z '" I M M -i 13'-0" .., '" o Z -i < ~ u. ~ 000> -0 U. 0:;;'0 0 0 ::;:~i: 0 :>>0-" q ~ ,<r '''' -" "':>> Z '0 , 1'-0" 0 '" 5'-0" 17'-9" ... o ~ '" o it l"lz ''"-< b. z '"-< t.J .... , MO>' +=2c -- - .-- ~ . . . b 'm=m -=m:=IT -='M~ 11= 'illJ q o )> i: '" -0 '" '" ~ o ~ r z .... ;~~! -<~z get;; ~~! ;QClr1 Gl~o ~"'~' VI*!;Q ~~g ~~~ "r1r1 ~~~ 8g~ o~~ ""'n ~~'i' r1" ~~ IO ,..~ 1'-6..) a" 30' -0" _m_~ /. \ '" , \I)' ___-< '"CP~ ('\ " , , ___v '" c; Z ri:~ oo~ 'c "'z- "'-0, ZN " . "'N -0 '" ~z '" -"0 '0'" "'0 ;;; , o ~ o ~ , N Vl'" " :>>'" n" M:>> 00 '" "'''' c "" ~~ M", 0", ::;:M ::;0 Ij; ~:= ,,-< '" '" Z " '" " '" M ::;: '" , o '" o ~i~g~6i~~~i; l!!~~~;!'j~M;;l,:!!J8;!'j c: r-~"TI1T1 :u.....'1J::D~ l"l"Yll'fTlaVl2l{3,fTl...........li ~~> C~~o"''''lIl''" :u 1Jd~ ~z~~~~-t. f"'1~J2C ~ .....Fi..:!] z~ti~~f>I!ij~~"'i:\"'~ S:::t VI C) -i'e VI~mz~M:t~~ dZ~ VI~,-Q)~;:V c: !!!VJ vf~~. g ~ ~g> o C) Z '-4 xZ: .J: Cl NOat "p ~ ~ ~lq ~ ~ r; fT1 ~.~~ --- C') VI ";;;-:'0::0 lA~va ~..... '"lIl ''''' 8z 0 ,. I'~ ~o"". Z n o ~ ~ ~o," ~ "V I: ~6!:1 ~ ~ ~ ~~~ ~, ~r~" o ~ ~ nIo ~~~ o;r1F r1!!lVl ~~~ Ul'" 0'" '0 ;10 Ul~ 00 '0 ;10 :!l~ xl ~~ "', Gl1. ::;:0 ,~ Ulr ;1;... "'0> r;~ '" '" o M~ ,- .... q ~~ Or I)o- !a6 OM e , ~ -" , o )> ;:: ~ M '" z :... :J: I ... . l} g~~ !. he;:-. UOl!~ 8"~ '" uo c... . -"0' '" -uo "'I . 00 ,., 'x Z -il'" ,., 0 :::0...... I. -,,10 ?~ . o , zx ... Ul CD . - -, "10 ~q . U1 ," ~ 0> ,- q lD ," q r- I q 5' 5" a" '-"'T1~. NX~I >'~~~ 0'" , I~~.l. ~~58 '" ,.,i: ~'" I ;1; .. '" (Jl , 0 o < '" Ul o ~ , ::;:-i0.... r"'10~~ 5o",i: Vl~~~ o 0 >,-c ,0, .0 ~-" ''0 ,., ..,,,Ul ~S~ ~l'T'Ia ....OeD oz>, _",0 al~~ " , '0 0 ,., owo-u ':1~;;;~ ~O;UI '''Ii\; ...':1>'", , OM 7~c~ -;;J~M "'-00 -iZ 0", q o )> i: ~ '" '" o o z o c ::; c... C Z o -0 a z eD o X Z -0 I ~ rnO'1JzV1~O~OI ~MM~g~$~Q~ ~B~~!~~::!~... .::o:.~::: ...n cil'!i' 000 - il'r1i1''Z' o;Q~:O >:~""lile~~VI;Q1: gO~Q~Vtg~g~ Z::VaJ~cn ~~z . . ~~a~~' "tJO;O c!" ZCJtI'Tl2::::V~ ~ ~VI~8~~~ o 1"5l!!;a".., .., "cc;og2!: ~ QJr'~~::!J- J- ,., ~M VI ~ l!J~!Jl~ Cl M ~o CJ ~ r'1!'t~ en ~ ; ~~ ~ o ~ M o nr1 ~ ~ IO 6G0B0 G@0; n8~~o~cn~Vt~scn~cnscn o ~~0-S-50~~"'''~~ ~MFt'Tlcg;rgz~?t!=I~?f: -4 ;:O;::U't'Tl:l:N'AcnM r-~ ~ OJ Z OJ' cO~aJ~QJrm . MI1MOen~t'1 ~o::tt'1~"'9fY1 =<~"''''~'' 8 "'-<"'lIlr1~ ~M%en~~~ ;::u~::VMCr;::Uz ~. ~~~~~ ;~"'6~~~~ Cl s~~~o I"'~~f~~" ~ 6~'"' 0 r - ~;:o ~ ~M~8~ F~~~~~gl ri m~ 0 o~ol~IM~ . G-o 'i ~. .,..~" (/)O~ ~~-- ~ '-z ~~M ~ i:l~~ ~ -g, 9;;1 ~ri10 - ~~ tn ~ ~o z~~ ~ ~9~ I 0 Vl~ ~b~ o ~ ~ ~ ~ i1E F....z N ~ -- z ~ M~ ~g~ m ~ ~ ~ ! !il: VI~O ~ ~ > r z ~o _ ;:0 ~ a ~ ~ ~ '" ~~~ C VI F ~~ ~;>=> I: ~ ~ VIr- -["Pi I.A '" ~~ Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. I ; ZONED: ER ZONED: AR + ; No. REeISION DATE FUTURE LAND USE MIXED USE FUTURE LAND USE: RESIDENTIAL I CCO ►2 02-05-02 U' : € 4 MUNICAPALITY CITY OF ZEPHYRHILLS MUNICAPALITY: PASCO COUNTY I _CCD •7 _ 05-22-02 t I R€ I PROPOSED ORI4(tAY SR-Jt -F09. IdVEN059U(tt R-7 e F O D O1 FUtJE NOSSOI RCM I e MAT COn GICH DfIIaEWAY COiECT10N R-Be j r' GA EY:u F" • a I 1 a u .s Q N M O I 0'SIDE) rlt i r wEv9 RDM d ° N I s t^ N 61 j i 30'RENt P t T P-2a P Q-+-e ` I�vc RWO - z 5 M 43a A A W A t 1 A A W A I STTE j i P-20® UTTER TYP. ► CUTTER TYP. P-23 ► € P-25® J r \\ \\\\\\ I ;fit SCALES 1' • 60' _ _ j I \ MA \ �Jli . A + I BLDG.SNT ; ZONED: AR e 4 eL a R P STRPED AMA TYP g BLDG•SETBAGIC i FUTURE LAND USE: VICINITY MAP ZaB-2 G DEN / !//!/! I AGRICULTURAL I �: e I z 2' 00 CE T �+H € MUNICAPALITY+' /!//!/!!!! ' € I , PASCO COUNTY I P-30 � �E 16 FM ' / H C_ IR - '"'Q VDIA CORRV P'21© T®-.+ LOT 2 . I { STATEMENT OF [NTENTI OUOE ; G I tAQUNTB-3 1.00 AC, I ®�• 1 �� T.L.E. G A401CAP RO \`t`�`1\\ \ \`�`� \\ \ \\ I PROPOSED f7EYEL OPIENT OF THE PRO.IECT SITE CONSIST OF A 20,.167 S.F. 4/- �y �� I WAL-1LWRT SUPERCENTER ALONG WITH PARKING.UTILITIES. STORWATER °' ALIGhT(ENT L I I € MANAGEMENT AREAS AND LANDSCAPE BUFFERS ON LOT 1. LOTS 2 c# STRIPING SYSL-T-4" W/�L \\\\\ \\\ C4 SPACES SRD'FD A'O ' THR0.G{I,T()8E DEVELOPED SEFMATELY FROM TIC MAL-MART STWE. {g' A W A A t fA7ITED SYSL-1"FOR a_WAIRT I STURWATER RETENTIONIOETENTION FACILITIES HAVE BEEN PROVIDED i RASH H L �(ryryTEROEPTOR 6-4 7'CONC. • o TL ASSOpA1E FAMIfa6 FOR ALL FOUR LOTS AS A PMT OF THE OVERALL WASTER SYSTEM. AS PMT CL OMPACTOROK (RE:AftCN/MEP PLANS] SIDEWALK P 19 P / ! !!/ / 9 I I OF TFE INFRASTRUCTURE 1MPROYPROVIDE CROSS ACCESS AND DRAINAGE C7 WITH CONC. ' 1 EASEMENT AGREEMENTS WILL BE PROVIDED ALONG THE PROPOSED IMPROVEMENTS. J ZONED: MI 1 E € - RAMP ROW N SITE MEAL 1.476.201.84 S.F. -33.689 AC. FUTURE LAND USE: ! , H B-5 S ////// /// ; t ! ..-.� ..... LOT 1 AREA 1.341.435.28 S.F. -30.864 AC. RESIDENTIAL € I e . ' ' I I I I I I ' I I �� ".- PROPOSED BUILDING ABEAM 204.167 S.F. tw-W 2 UlcARY FOR , LAND USE OESIGNAT IONS COMMERCIAL MUNICAPALITY: I 22s ' ASSOCUTE PARKING _.sur € J �Al BUILDING AREAS CITY OF ZEPHYRHILL ! ., ; e-se t 4 4 0 \s \ m LOT 1 PROPOSED FM ' rAL SHOP)JO -MARF BSlA204,161SO z .inT S.F. («/-f 0.11 (,(_)a I G N ')A 8 \ \\\\ , t (1NCLE5 SEANAL SONA ; { i Jf TRUCK WELL STRP 0 e 7 Bee -Spy R LOT1 30.86 AC. , I J; TOTE f i 0'-STSL-T/4" - ` I I LOT I AREA IAC•I COVERAGE 1%I 9' 9''9m ) �, ! !/!!!! f (Q�I LAND COVERAGE sUWARY� (J) { PROPOSED F.t 1 �/• BWCMEN0 4.89 55.65 ! LOT 3 { RETEENNT)TON%D�EETENTlarF !791 12.28 Q Li7 / //////////, U W AL * MART SUPERCENTER P E R C E N T E R »M 9 TO-.» a i OPEN sPACE/PERVlo s AREA ,.90 15.36 z4 W 1DC KMTE 15 0.983 AC. I •1 r f��p. STORE NO. 706-01M RSC (\�'�\ A; \\\\\\ f 1 I TOTAL 30.664 100.0 //� W 1 p_3® �eB-t0 eB 0 _ �� �\ \\\\\\\\\1•( i 1 LOTEt AREA OF LOT f INCLUDES F�1Tt1RE OEVEY.ACES)OF LEASE O C—19 2—S E G R—O R a - �T LOi AREA lo.n47 ACRES). TRACT B ITDEVE ACRENT , BLDG.AREA 204,167 S.F. A A A A A A A W Y 1E i Y- OFFSTB ROADWAY N LOTS 2-4 U) i 'x151 STRIPED F.F.156.00 o- € t I ET C-9aF AREA (AC.I COVERAGE It] (� ee-R // ///// Pts I € { LOTT3 t%9e] IDDGG ; `� 1 JOB cR.v>=AREA 1 LOT 4 ,.342 1DO w 4•WDE AT 2'0. . -4 ® ' NOTEt LOTS 2-4 TO BE RETAINED BY THE SELLER TO BE DIAGO PAVEMENT OW p t, p-ye i t•, /'/,1,1//,1,1/,1 pA,-g7• t ' DEVELOPED AT A LATER OATS. U� H ©ELECTRIC 8.13e - I WTTaERBTYP. -► ; PARKING INOR FMATIONt 5-12 O O 4 4 q 4 E \ \ — ; f F ` CITY OF ZEPHYRHaaLSL PARKING REIX!lREIENTS) p e tut +- i j t SPACES AN PER 200 S.F. GROSS FLOOR AREA G M I EASED 204.18T S.F. 8UIL0I1CS C i AOA REDUIRESENTSS ES OF 1032 STALLS-20 HANDICAP SPACES REQUIRED ( CITY t>F ZEPHYRHILLS SEOIAN AGE-52.7 185.0.0-SAL-WART GUIDELINES-05 OF TOTAL STALLS I yttt t P-4 • __ r 1 S TOTAL PARKING STALLS REWIREDI 1020 SPACES ® W m m m W LOT i TOTAL PARK 140 SPACES PROVIOEDt (y B,5© CREASE NTERCEPTOR T P-tT �� i : 990" STALLS f9.5' X 20' (RE.ARCfVMEP PLANS P-12 1.042 AC. TOTALIAPI 11 z' N,9'M P o 5' P T ,► 1 } TOT All 945 t ;Ze 1 t3 ; SAUDI ,.9/1.000 RI2 I 1 HOTEL FOR EXACT BEARINGS AND DIMENSIONS FOR ALL LOTS AND TRACTS SEE RECORDED PLAT ( I JB G TRASH R N �o yp ; r ' I ' 718-16 MPacTOR GRF E NTERCUTpR ARaLORAw; `'I 2 QAT10p"� 1 1 € SITE LEGEND k t V K ( Ai EDGE OF BLDG. 8-17e p r FOOT J N0.17348 I J 5 (RE.ARCH/MEP PLANS) A ZR OR CART CORERRAALL\��\� t3 I i 0i`\� �i�� X aQ• RETA1�% 4 ° I 6' WIDE FI E L 9 ' A L R 1 ¢ ►f MALL , O R ANE ITH 6 WIDE P INTED TRAFFIC YEL OW ST IPING AT S ' g'y HAND RAIL M 10 770d..►..-'- t 45• TYPICAL. CURB TO BE PAINTED TRAFFIC YELLOW AT THESE LOCATIONS. T Y �� L W,0( i 1 /I 0 'HD PARK 1142 IRE LATE'PA[NTF,D TWFIC YELLOW ON PAVEMENT AT 60'D.C. R.p I LETTERS TO BE A MINIWLM 2 -0 TALL. m tL-2 - a P-t0 TE PANTED a. 0. �. aroma a. PEDESTRIAN GR055 MALK WITH 4'M1 P (NUtE1l0 SSI TETD tJTHENFO I5EAL SEE S �o- i ® ! i � H '� � V » l5 ,► ® STRPE0 AREA TYP ,� A _ TO DIRECTION CF 1-116 AT 2'-0 i 1 50'R - 1< W `\\ >6 l7R J ! �`��I € CROSSWALKS AS NOTED ON PLANS. R�`cl y � H H © J. �— ,e-'_ 0 � p ) 1 © 'T WELD'PAINTED YELLCN ON PAVEMENT TYPICAL• SEE DETAIL T. SHT. C-15 >_ -dF�' \ a RE Nf t FOR DI ENSIGNS OF PAINTED LETTERING. \ 4 a P-8 P.9® U a. C WA W Mr'ROX�aAnc« I I i / T 's w ® N HA. RAILrF:¢5�cH rw N © RAWE0 PAVEMENT AT VESTIBULE TO BE FLUSH WITH TOP OF SIDEWALK TRV K^HELL— ` 4 •► t E 8,864. AT MAX[IAJM. REFER TO ARCHITECTUAL PLANS. STR INO d 130''SYSI•T/4" II ➢ l ' OA ± N 7503 i j © ELX T p�p&CH. SEEE AA5RCHITECTURAL PLANS FOfl EXACT SIZE. N4 EASE LOT II�'�' E MUD I + RA�IPTPAVEIFEONTSFLUSH�WITTI THE TOP OF STOOP NAY BE REOUIREO. �yo- = tg 2y -,s yM I 8.0'P[PE BOU.At10 TYPICAL IIFILESS NOIEO O1HEItWlsE.{ , I LATTER T\:/.► p.7 e T i.S'CVRB 8 t��r q,,0� ' A7 I i Al GRADE OVERHEAD DOOR LOCATIC25. SEE ARCHITECTURAL PLANS q_11�•11 BETA EkINO'� H? iS1 - 2 , FOR EXACT 512E AND LOCATION FORCOl1RDINATION WITH CIVIL PLANS. <., OUTDOOR uvls of QCOO i WIDE X 120' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. Z \ TR _ _ _ i 4' ON . P �FDOT tTAC` ' i ® 12' X 36' CC}i£TE COIFACTOR PAD. REFER jeq ` 'P -•..,.., 5'SIDES Wi STEPS 1S QLl� lit/ADRA 6o•s' ; I e TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. RN. ( 0 CONCRETF� TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH ELECT. CO. _J i i TFOR GET1ntl LS. 1 6 b 7? _ ^� ( ® ACCESSIBLE PARKING SPACE TYPICAL. SEF�DETAIL SHEET FOR ACCESSIBLE o � .s. , ns,•i- ,rnu PARKING SPACE SIZE. SIGN AND SYMBOL VAN-INDICATES VAN 0' ID {...i, v 3FCE VA HOE SW-7 - 5 \ \ `� r ACCESSIBLE SPACE I. I ; 5� SW-3 25, i l v SEIBACI',, l of w,u i � 1 1 i t T_. l slaav 1 + ® PAINTED ISLANDTYPICAL UNLESS NOTED OTHERWISE. STRIPES;_O BE Z l SEjNTED SYSLM PARALLEL TO THE DIRECTION OF TRAFFIC AT 2 -0 D.C. I — E t t i-j i f l vsE i SEE PLAN FOR LOCATION. O \ �,� t^q l 4 RETAI LNG et , i x A1.-. .-4 t t..-� ...�.. LEFT BLANK INTENTIONALLY F SAL MART ✓ ., T t 5W 4 tIAHO RA .. \ ® ART COR AL GET IL�-S(I A t CORRRRA S TTOTAL). OR - Z 1SFOOT � r Sw-5® 11 u 1 � _-•.,., ,�.,-. \ r .�,�.. .•, .._...,,.._ •._„-,,, ^_,r' �•' l � � ® 'LOADINOR20NEYPARKIH6IOM.Y'PAINTED YELLOW I W/2'-0' TALL LETTERS tILO[: 0"• �. Z 0 N DrR1'i1N'7"%.. f.._.. ' 1 AT 100' D.C. i FUTURE LAND' USE: f<E SIDENTf � 4 1 ! ® 1'-0'L AD`HG 2SXlE�A7 ALL C(�RBEO PARKNG SPACES. 4' PAINTED YELLL'W I ?� 1S FDD? / )) < I STRIPI� O.C. SEE DETAIL 1. SHEET C-15 Q 8 , MUNICAPALITY: CITY OF ZEPHYRHLl'S :I t s 19'CONCRETE CURB AND GUTTER TYPICAL. € / !f/ PAINTED DIRECT[OVAL ARROW TYPICAL -SEE DETAILS S AND 6. SHEET C-55 i ': ';.,r 1 I BUILDING SETBACK LINE PER ZONING ORDINANCE. w w-6 SW-7® Sw-B r'•-'` -1 ---,/ S 12'-0'WIDE PAIED'-0 NT YElDL0WC.CROSSWALK WITH 4'PAINTED YELLOW y t STRIPING IE 45• AT 21 ''• LY j { •"ll 1INDICATOR AISLE SIGNS TYPICAL -SEE DETAILS 5 *2411 6. SHEET C-IS 1 1' ,� I I TIE STRIPING SEE DETAIL 9. SHEET C-TS �` ,,, [,, k 'HO TRUCKS'SIGN. SEE DETAIL 8. SHEET C-15 i I PAINTED YELLOW ON PAVEMENT. SEE OE7AIL 7. SHEET 15 FOR P(A[NTICNS Of PAINTED ®2w-9 11811 sw-1D® �...._.._.._......._.....•'� I I LETTERING. TRACT _ ,G...f_..�'. �° STORMWATER DRAINAGE FACILITY � € I --'`-"- 7.089 AC. A f•_ ..._.. $ w-, > ....._....�..�...-._............_...... '� 1. MARKING INFORMATION ( FOR SIGNAGE AND PAVEMENT 'F 95W i2 SW-139 t 'ate `� SEE SIGNAGE AND PAVEMENT PLAN C-5. \ I 2."REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRIC/,LL PLAN" Jf i t t a @ 511ND .__- G?.........__....... ? BORING LEGEND GA G ,....S . ii f3 ,T,. t I .. 08 - i APPROXIMATE BUILDING SPT Bt,.ti.!vG• LOCATION f ! f i ';" f` t ®P - 1 APPROXIMATE PARKING AUGAR BORING LOCATIO.. fA I " I I ! + O R - 1 APPROXIMATE ROAD SPT BORING LOCATION a r ► T.....I f ..A:x 1( ; i I O SW - 1 APPROXIMATE STORMWATER POND SPT BORING LOCATION a i. ! f; A LBR 1 APPROXIMATE LBR SAMPLE LOCATION • Y t , ar I ly j ' f ( \ 'rfl7 5'-i 14 . 494.18, ..,,._ yo �' 1 ZONED ER ZONED AR i . REVISION DATE i ! FUTURE LAND USE: MIXED USE FUTURE LAND USE: RESIDENTIAL i CCO •2 02-05-02 MUNICAPALITY CITY OF ZEPHYRHILLS MUNICAPALITY: PASCO COUNTY # CCO •7 05-22-02 - I l PROPOgD OFO EWAY ST,B-OUT OK ow"Ay SErAA-- E u a o I E R-e R-6 FOR FUTA KOSSKX ROAD R-7 e e E ? N 0 I B BAY CEHECTICII OfGH.iAY COItECiX1N R-6 V exit Mu ROIO O a 6l N 4 N m o f ' ' ' P-2 t 4 - PN+6 RQ/0 d . # t i 0'SIDE • t T5 / t IJ t9 j s 30 REAR T P-2a P ia+-s F rcassWc ROAD w v ` SETBACK®p-E 6 S R RGW to 1? HAND RAIL # CT a: I.T CURB o- a i TIER TYP. GUTTER 1P23 ♦ .� ' d' ZONED AR 8-t S RITE D P BLDG.5ETBAGlC I �'R P STRPED AAEA TYP R # FUTURE LAND USE VICWITY MAP f :�Q' 1 8 4 ZaBe-2 G DEN T'ETi—' +N 4g E ARaLoanWTVG5 , A A , . A A A / i # W: PASCO COUNTY Farr / H U7 --- O oEm GARY CORRx P-2,® YO-- LOT 2 s. # STATEMENY a INTENTS to ®CS Y'G / MOUNTB-3 \\ \ \\ 1,00 AC. I PROPOSED DEVELOPMENT OF THE PROJECT S1TE CONSIST OF A 204.167 S.F. 4/- �' A T,L.E. G ANEIICAP ROW WAL-NART sUPERCENTER ALGMSG Ru N PARKINC.UTILITIES. STORM►ATER �.�—� 4C ! I 1 MANAGEMENT AREAS AND LANDSCAPE BUFFERS ON LOT I. LOTS 2 Q 77. ALIGNMENT IGNL ON \\\\\ \\\ 4 SPAE5 STfGPED AtO I THROUGH 4 70 BE DEVELOPEO SEPARATELY FROM THE VA.-MART STOIC. STRIPING $YSI.-T-4" p. \ \ \ \ \ , STORNWATER RETEN110N/OETENTION FACILITIES HAVE BEEN PROVIDED ' ea-a 7'C04C. v p FAYITED SYSL•4"FOR YAL-YM1 , FOR All.FOIKI LOTS AS A PART OF THE OVERALL MASTER SYSTEM. AS PART i RASH O H L WTI:RCEATOR SIDEWALK •' P-19 P P-20 <' ASSOCUTE P' i 't, i OF THE[)fRASTfll1CTUFEE iMPRCVEMEMS. CROSS ACCESS AND DRAINAGE JO' O)APNCTOR K (RE�NtCH/MEP PLANTS WITH CONIC. / / //�/ It ' EASEMENT AGREEMENTS'WILL BE PROVIDED ALONG THE PROPOSED IMPROVEMENS. ZONED: MI RAM' ROW N SITE AREAS 1,476,201.84 S.F. -33.863 AC. FUTURE LAND USE: # H es-s 5 ; E ! \., S �'. LOT 1 AREA 1,344.p5.20 S.F. -30.eft AC. RESIDENTIAL ,///,//,/ S//,/ ) , f <t l-, LANDOUSE DESIGNATIONS COMERC SAL O , 2 zts r W P U)CMY FOR ,� 6257 A MUNICAPALITY: ! ; QAII ASSOCIATE PNiK31G f / Bu1LDING AREAS CITY OF ZEPHYRHILL51 { ; a-s g 4 \6 \\\\\\ m LOT A PROPOSED FAR I e \��`t` \� S I (IN MWT BUILDING 204.161 S.F. («/-) 0.11 E G N Y 0 b \\\\\\\�`\\ I i J L SHt)IAEs SEASONAL TRUCK WELL STRPLNGee 7 s-e9 - " L0Tp1 30.864/AC.///// ry R I i J# TOTAL J I ; 3o'-SYSL-T/4" • ! ; P, I' L o1C ERAGE OMMARYI A EA5 AC.I COVERAGE (%) e� . ! PROPOSED J 1 # PAYCAENT/IMPERY tQ 3 17.51 56.6, O U Z ' ////////o- LOT 3 1 a I OPEN SPACE/PERVIOUS AREA 4.90 15.31 ' T eQL1ARD W AL. T!' MART SUPERCENTER P E R C E N T E R r Ts R 7 ... ! RETFJST ION/DETEN710N 3.71 12.21 Z W I ,00 EHOTECT Ofl�y 0.983 AC. ! } E ; FGRBFP' STORE NO. 7O6-01, RSC Al \\\\\\ I i TOTAL 30.564 100.0 W i p,y® e6-10 O-192-SE G R-OR es-9 ROW \\\\\\\ ,\\\\\\ ' I NOTES AREA OF LOT 1 tNCLI10EC Ff9Tl�itE DEVELOPMENT OF LEASE 0 ,a BLDG. AREA 204,167 S.F. a \ \ \ \ \ \ \ \ \ A t Y OFFSITE ROADWAY LOT AREA 10.647 ACRES). TRACT 0 IT.063 ACRENT •r<+5'STRPED F.F.156.00 �' o- ' # SHEET C-s OF C-14 LOTS 2 4LOT 2 (AC. 700 # Q R A 6PROVEMENT3 SEE N. `� 1 M JOB CRANE AREA y�/ P-15 i LOTS MO 9eJ•I COVE; If) ea-It OL WBE AT 2'O,C. -1 LOT 4 1.042 100 pACONAL PAVEMENT ROW N I e I I, R 9 i DEVELLOPED AT2A LATER DAATETAINEO 8Y THE SELLER POSE W (n .F JJj I H O ELECTRIC P F2 CCUT RBTYP. '� ; 1 PMMING IN ON FORMATIS 0 W aK< g E I TRANSFORMER B_�JB w \ \ J 1 / ''•� CITY OF ZEPHYRN]LLSL PARKING REOUIRE/ENTSS D 3 ; �B-+2 npj g g g s \ -- J I SPACES PER 200 S.F. GROSS FLOOR AREA t__ G e ,. ; , ( BASED ON 204.157 S.P. BUILDINGS B-,a G R , I ADA REQUIREMENTS) 2%OF 1032 STALLS 20 HANDICAP SPACES REQUIRED V W E 1 t CITY OF ZEPNYRHILLS MEDIAN AGE -32.7 1115.115-SAL-MART GUIOELINES•21 OF TOTAL STALLS I P L2 /-a ` IOTA).PARSING STALLS REOUIREOS 1020 SPACES ® N P ) # E TOTAL PAR 9 KING SPACES PROVIOEDS # ; x 60' STALLS (9.5 X,9'1 657 E i syg B-15e CREASE NTERCEPTOR 1 P-t1 d ` LOT 4 M "I 90 STALLS f%. ' X 201 ,11 ' (RE.MCH/AEP PLA15 P-12 1.042 AC. # R HANDIGtPi lt2' N 19') 21 gg # 1 P , TOTALS 93 RAT SDI 4.9/I,ODD mac,-• J I I N \\,;`. \\ \ I ` i NOTES FOR ALLCLD SMAND TRACTS SEE RECORDED PLAY , E J� G TRASH R G1aP Tp" R f { SITE LEGEND I B ACTOR p r f , 9-is K �RF�$E WTEp TOoR ,4TL-LQ/A�pER ROY EDGECEp�p BL G. B-17e P P ARCH.ORAMi)!C T FOO1rWDEX NO.t7y46 J sD' (RE.ARCH/AffP PLANS) A CART CORRAL O`er°" ' 17 1l '° I )27'62' `/ �\\� -\\\� {t iQ WALLL Ir/ W bTR)J i 4 ! I 0 6' VIDE FIRE LANE WiTN 6' X1DE PAINTED TRAFFIC YELLOW STRIPING AT cc G O O \1�1 'y HA.MD RAIL 1 N5' TYPICAL. CURS TO BE PA1N7E0 TRAFFIC YELLCII AT THESE LOCATIONS. 1 I T Q � . 15.5419 1 'I 6O NO PM)IIHGi IRE L/JE'PAINTFS0 TWfIC YELLOW ON PAVEMENT AT 60'O.C. _ 4 ; H R,0 LETTERS TO BE A MINIMUM 2 -0 TALL. (-------------- 0 �K / © P DESTRI AN SWALK t TM ♦'tl PAINTE ITE STRIPING PMALELL "J .. I ... � CRp5 I p WN o- H 9R 9 P-10® 5 RRPED AREA TYP ^' a o- a # I T�DIRECTION OF TRAFFIC AT 2'-O�EO.C. UM.E53 NOTED OTHUWISE. SEE N I 36F l3. .o I �.� E SITE FLAN FOR WIDTH. LL # p.S °" PEDESTRIAN CfED55ING SICK Y11a-2 AND WI 10-2D TYPICAL AT PEDESTRIAN ' �"' i 'YIELD' PAINTED YELLOW ON PAVEMENT TYPICAL. SEE DETAIL T. SHY. C-15 ~ R.... a e, i H H Q A t / RET NI _ ros•.. a P I © _ 1 KA _ FOR OIMEHSlON5 OF PAINTED IETTERINC. / \ T C 4 T _� •1 o- P_e® P-9© . His His' icN w ' I U • am.► = —q C6 N Q A PED PAVEMENT AT VESTIa E TO BE FLUSH 1'i TN TCP OF SIDEWALK TRV�K WELL— 1 + T� 4 t RAG �S fiiA" i' EE'*4'4 I ) AT S•DY MAXIMUM. REFER T ARCHITEC1UAl PLANS. STRi WC Y D , Ila a N 7593 t © EX T p�&pCH. SEE ARCHITECTURAL PL Fpp EXACT SIZE. 1 130'ISYSL T/4" p I IS N EASE LOT i L0� T1 No Fpp STppp5. STAIRS ANOWRAMPS THAI NAY BE REQUIRED. E , # J,t- 3 4 0847 AC. II � E 1,95ID ( ( RASA PAVEMENT FLUSH WITH THE TOP OF STOOP. �# 9.0'PIPE e0.LARG TYPICAL UNLESS NOTED OTHERWISE. y P �t•7 � aj RBT � .�, AT GRADE OVERHEAD ODOR LpC 'All SEE,�p�HUTECTLRAL PLANS / � . ! FOR EXACT SIZE AND LOCATION FOlt COORDINATION WITH PLAN S. ANS. TR THUS. RETAINING I o-, OUTDOOR UAATs ar 11 O 4"RIDE X 120' LO TRUCE NG YELLOW PAINTED TRU ALIGNMENT STRIPES. Z \ P \ 1+ FOOT TA T7- I i ,2 X 36' CONCRETE COMPACTpp PAD. REFEqq } 5'SOEW 1W S I$ OLiJE RAIL 33., ; ! ( TOI ARCHITECTURAL PLAN FOR EXACT L(XAI N AND SLOPE. Q I t R/t. k © CONCRETE TRANSFORMER PAD. CONTRAC70R 70 COORDINATE WITH ELECT. CO. • I 2BIaY i i r FOR DE1A[LS. ^ +,: # 6 0 12 -•--'_--' ® ACCESSIBLE PARKING SPACE TYPICAL. SE&DETAIL SHEET FOR ACCESSIBLE Li. 4 i o -fit azx t. 4. 1 ` >•s'•r 1M , PARKING SPACE SIZE. SIGN AND SYMBOL VAN-INDICATES VAN SW-1 • t - • l 0' !D�.. E L ,.- \ 10 FACE ACCESSIBLE SPACE). s�l SN-J-J 25, t SE BAt e: R- Z I # ® PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES ;HALL BE• } i I ` j ! 1 l s oau PA TOTED SYS`/4'PARALLEL TO THE DIRECTION OF TRAFFIC AT 2 -0 O.C. # A �`� 1E '; i l 1 .� 1 .� �'^ ; �� j PPE • I i SEE PLAN FDA LOCATION. \\ •4 \ l t f ^ # i ® LEFT BLANK INTENTIONALLY e._. 1 J ( ` L SW 4 NANO 1 ^1:µ 4j '*....,_....................._-�.,..,..._A._ ...,, .....,.._... ® TAIL. (10 CAST CORRALS TOTAL). v. uvo -Tr�R,.M)q RETAI IHD �E i.. ` �^ � \ FOR SAL-MART ' I E ART CORRAL TYPICAL-SEE ARCHITECTURAL DRAWINGS - Z Farr ,, , SW•5® ll -- ^^""'-.. ..,,._.. .., ,S_,_ ........- ...^ 1 E 'LOADING ZONE PARIS IMO QNLY"PAINTED YELLOW K/2'-0' TAIL LETTERS Ld l Guor: A ,y �a ZON D/R111't l...,_..r.t._,....._.., i I AT ,DD' D.C. I `'^ FUTURE LAND USE: I�ESIDENTrf\L STRIPI AT W 2 -0-0 i I ® z' 'LOADING ZgNE�AT ALL C{IRSED PAR(NO SPACES. 4'PAINTED YELLOW ``�� NG O.C. SEE DETAIL 1. SHEET - --- to G CSI.r MUNICAPALITY: CITY OF ZEPHY4L,S # # s ,6•COECRETE CUR$AND GUTTER TYPICAL. RAL i 11 0 ••, •! ! T PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAILS S AND 6. SHEET C-IS # I `,-.-./ i f I BUILDING SETBACK LINE PER ZONING ORDNANCE. LV W-6 Sw-7 sw-8 • i I 12'-0'WIDE PAINTED YE LCW CROSSWALK WITH 4'PAINTED YELLOW � 4 ® { ( T ,� STR IPIMO 9 45• AT 2'-OL C.C. _ 111 _':.1 I I € TLE STRIPINGT SEE DETAILS. SHEET C-TB TAILS 5 AND 6. SHEET C-IS E ti I 1 'NO TRUCKS"SIGN. SEE DETAIL B. SHEET C-15 t ' ! 'NO RUCS PAINTED YELLOW ON PAVEMENT. SEE DETAIL 1. SHEET IS FOR DIMENSIONS OF PAINTED ________- STORMWATER TRUCKS' TRACT IABAIsw-Io® L..:- ! # DRAINAGE FACILIT ( "" # 1 MARKING INFORMATION t i w 7.089 AC. _ / �:..�.._ FOR SIGNAGE AND PAVEMENT ©SW-12 SW-I3 e, `� ' ® ® \ i ! SEE SIGNAGE AND PAVEMENT PLAN C-5. 1 t f ! 1 2."REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN" LE BORING GENT CA "` i•. f - APPROXIMATE BUILDING SPT BORING LOCATION LJ O B 1 I £� i - 1 _ 1 LOCATION 4 .' I ®P 1 APPROXIMATE PARKING AUGAR BORING ti � i R APPROXIMATE ROAD SPT BORING LOCATION i .i r I O SW - I APPROXIMATE STORMWATER POND SPT BORING LOCATION N f - i . 0 LBR 1 APPROXIMATE LBR SAMPLE LOCATION 1 i , 1 y E