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HomeMy WebLinkAbout03-2545 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 2545 Permit Number: 2545 Issued: 12/03/20031 Permit Type: GENERAL BUILDING PERMIT : Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL i Sq. Feet: Est. Value: I Cost: 8,290.00 Total Fees: 112.50 Amount Paid: 112.50 Date Paid: 12/03/20031 Address: 6202 SILVER AKS BLVD ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: SILVER OAKS Parcel Number: Name: HAWLEY ALUMINUM Addr: 32552 GREENWOOD LOOP ZEPHYRHILLS, FL 33544 Phone: (813)588-2775 Lic: RX 0034241 Work Desc: SCREEN PATIO Name: BRIAN & KATHY GARCIA Address: 6202 SILVER OAKS BLVD ZEPHYRHILLS, FL. 33542 Phone: R 1 ROUGH I PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER FINAL MECHANICAL FRAME MISC SEWER I MISC INSULATION WALL MISC MISC, I MISC, INSULATION CEfLlNG MISC, , MISC, I MISC, DRIVEWAY MISC. . MISC, FIRE DEPT. FINAL ..~._ . -L . .. .. REINSPEcnON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) 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 same I-~-.--" -... .. . . .... I "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for 1 improvements to your property. If you intend to obtain financing, consult with your lender or an attorney I before recording your notice of commencement." I----______..u _ _ : I / NO OCCUPANCY BEFORE C.O. T~ ~:A;~=~NSPECTION _ 8 HOUR NOTICE ~~T OFFI PROTECT CARD FROM WEATHER CITY OF ZHlPHYRHIIJL,8 PElRMI'l'APPld:CA'l'ION BU.tJ,IJltll; Illlll?.l\R'niF.lN'l' 53315 8th El'rRF.llll'l' ZJ!JI?HIf'RHII,tJS, P'I, 33840 Phonals13-780-n020 FRH1813"?800021 IlA'rlll RJ!l(JIllIVllln PI,MtS RJIlVIBlW Jl'llllli , (lWHPIR I S I1M11iJ..__,d~~5tr~~. ~~'h' '..n.. ,T08 S t'l'El IHllllUl1BS cf:;o'L . <F-:=/~t?':J...n CJ>Qt...~:..__,~~f2.. PIlONI1l < ~(H-,l'l'l\r !'I'7ef:'d/?-~ fJ!3Jr]1\ lJ Il HI f.H!H 1 P't' JIll II IJOT ( S ) -., ?- B U)(' K Il-/J' ,<JIIRfJ1Vlfl]rlll ~r~~~ C>~ P1\Rr!Pl[, W It CJ..J.. X'")-I- (;) J" A Db ,. C)C? [1..0 ,...., ...-'-..-.".,........ " __"h:tl'~...~_,_. h_ _,__ ,~,~_..___.".____ N!lfUt PFlOI?Sl'llIJ I LHIFIJN I.'ONSTRl1CTTOIl ft:J 1\f)1J J: '['I Cll.J [I T\I,'I'ElRAi1'lrm (llB'I'J\HI F'Rnt1 PIWPIlIll'J'V '['IIX NfJTrctll1) r I fH1IPA IR L J J NAT1\T,I, IJ s t<m [J !-10VBJ [J tJHlf1rJ[,ISI/ PRlH'()SFlll !JaBll llSQ1, FAt.1U,Y [)WEll,I,l!J(~ [JtlUt,'j'r, FlIIHI,y [J# UI:1' !J111'l'S 11110Ru,Fl ItrH11lJ I*'D'I"II R1R LI (){lHHP.1Rc! J1-\ I, [J nIDUS'!'R T hJ, [) Sl'llr,lt.1TUQ POUT, L:J RE1F.l'l'AutU\)'IT & HI1lAW'lI [JRlp.An'l'tJIEltTl' }\PPHnVAT, J1IJJAC'HJP'I'tClN OF' l'JIJHK ,~~.-_.._L~. '_"_'~__,_.___..,_ _'d'" 8I1tT,rw'm RIZEl ,..?:<?~.X.?.._,_..___,,, SOUI\P.EJ F()(J'l'A{~E1 z,;o !tEl T mn cP I~..._ _'P'd ,_, ltIllSJIlP.1I:T'T'IATJ I (!1.1~1MIlJIH! I1\ TIt A'I"l'1\ClI (;J) PUye PIJ/\1l8 ,& (2) BElTS OF' BUIJ,IlINq PT,ANfI E< (1) SRI'!' Rltll!JlHW FnRf.1Fl, J\'l"l;1\(!1l (3) AR1'l'B UP' RutLIlHlG PLAt'IS & (l) 8Bl'I' BlNF.lR<l'! F'ORr.18, PPJ1PIlIHTY SlllWllJY REl~)UIRlllD FOR M,l, NEW C!Ol-1STRUCTIIJI-1, Ll BlI II ,lllNQ [J Elf ,1l11!'J'I'U (!1\l, [J P J ,lJ11B n1C~ IJ I-1EI(!II1\N J (1/\ I J $ .. -d?~~c2?,_ VAT.JTlATJON OF '1'01'AJ, I !ONEl'fRIH ~'I'rotT @Je ~liJRMJ;'~ s _RlilQtlBlST~JJ -_. ..-.. -.,.... ~. _.~--. -. -,-- -" ..--. M1P SElRVr(~El [] p'Tl)p,lnA pnNmn r.J VI. R , F1I , (! , $, '--"-., VJ\T,(J1\TION ClEf' HEJCHI\.HCrJ\T, U1S'1'1\I,I,/\'I'TnH LI (~1\8 LJ HooP' nH~ }9 SPHl('fAIil'Y I] U1'HElR 'l'YPliJ UP' C'ot'18'fRtI<!TJON I 101 B(,()C'K [J FRl\HFJ [] S'I'fJlP.1L }<:('OTlllilP F 1 H r 8HJiJll F'T ,(JOE( I1lTJBlV1\TIONS IS I?Ro,lElCT IN PLOU[) ZOl1Jj] 1\RElArl VIllR fJ flU :"J'::;::~".9=~_ ~_n * * * * * ~ * * ~ ~ * * * * .~ * * ." ." * * * * 1< * 1< * '" ~ ~ * * ." * '" * * * * ." * '" 1< '" * * * * * 1< ~ ." * * * ." * * ." ~ * * ." * * ~ TlJr,JII0'rUOrAll AI m11\'I'IHtFl _" COI1P1\!<I'r' STATE ('ERT OR RBlrHAT It (~I'rV PROCE1Elf.l Jl.j(~ It \ * * * ~ * * -> * ." '" 1< ;" 1< * * 1< 1< *,t * ;, * ." * * * * * * '" , *." * " * * .' ,. * '" * '" '" * * * k * * * 1< * * * ;, ~ '" ." " * * * * '" PT,lJHBf!lR -..-, -. ---'.-"'--'-'- .-. ._,-.._-- _..- -........--.--..-- ( !(J!,I P 1\ H Y, . STATEl c:I!JRT OR RE!(H.A'f ff CrTY PR0cm88IN~ # S t{~ll1\'l'IlH 1<1 MllIr.!HMtICAT, ~'*.'****t*****1<*************."'1<*********"'*****************,****** - '~-_'..,._--.".-. -"~"-_"_'_'h.__', ..., ._. ...,_____.___ h'" ".____...~__._.. .,,____ ____ (!OI"1PANY, ._,__ _h,._,..,__., STATE1 C!I11t?T OR REilrHA'l' # (~l,],Y P.R(H'E1SStJ.lo tI B WIl1\'l'IllHl **************************************************************"** O'I'llHl~ .._.~""-._~--..,~. -'-. ---" -....-----..... _... -.,' - --- ---...--- .~-- .._~-_.-.__.-._- r !OI,1PJI.I,lY A'l'J\'I'FJ (!RlRT-UR- RE1(1IRT" #.- .. C! lTY PRUCEilBS rNr~ # A [( H rJ\'I'l1REI """ ._--_._---._._--~-,--------.- ._~..~.__..._--_..._~- - "~-~..._-_._-_...._--.._. ***************************************************************** CONDIT IONS OF PERMIT AF'FIDAVr'r A. NOTICE OF DEED RESTRICTIONS 'l'he undersigned understands that this p€;l:mit !nay be subject to "deed restrictions" wid ell Utay iJe mord rest.rj,clive than City ['dgulations. The undersigned a:>sUInes responsibility for compliance vdth any applicabl e deed restrictions. B. UNLICE:NSED COi<lTRACTORS AND C:ONTAAC'rOR RESPONSIBILI'l'IES 1 f the ovwer bas hir"ed a contractor or contractor:> to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as r.;guired by lavl, both the ovmer and contractor may be cited for' a misdelllt::clllor violation undf:r :>tate lavl. If the ovmer or intended contl:actor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact tIle City of Zephydlill::> Building Department, 813-788-6611. Furthermore, if the ovmer has hin-ld a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for whicll they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the Hork. If the cont.cactor wishes you to sign as contractor that may be an indication that he is not properly liccllsed and is not entitled to permitting privileges in the City of l.ephyrhi,lls, C. 'l'RANSPOR'l'A'rlON H1PAC'l' fEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAP'rER 713, FLORIDA S'I'A'rUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien LaH - Homeowner's Pr'otection Gl!ide" prepared by the Florida Department of Agricul.ture and Consumer' Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "ovmer" prior' to corrunencement. E. 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 devel.opment. Application is hereby made to obtain a permi t to do \lOrk and installation as indicated. I cerU ty that no work or installation has cOllunenced prior to issuance at a permit aud that all work will be performed to meet standards of all laws regulating constructioll, City codes, zoninv reyulations, and land development regulations in the jurisdi,ction. 1 also ce:rtify that I understand that the n:gulations of other governmental agencies may apply to the intended vwrk, and that it is my responsibility to i.dentify what action.:> I must take to be in compliance. Such agencies include but are not limited to: -A'Depar'tment of Environmental Regulation-Cypre::>s Bayheads, Wetland Areas and Environmentally Sen.sitive Lands, Water-/WasteVlater Treatment *Southwest ~lorida Water Management District-Well::>, Cypress Bayheads, Wetland Areas, Altering Watercourses *Anay Corps of Engineers-SeaHalls, Docks, Navigable Waterway::; *Department of Health & Rehabilitative Service.:;, Environmental Health Unit-Wells, Wa.stewater Treatment, Septic Tanks ''''U. S. I::nviromnental Protection Agency-Asbestos abatement I also certify thal, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a dr'ainage plan addressing a "compensating volume" vJill be submitted which is prepared by a professional engineer registered in the state of Florida prior to permit issuance. A permit issued shall be: construf:d to be a license to proceed with thf: work and not as authority to violate, cancel, alter, or set aside any provision.:> of tbe technical code.:>, nor: shall i.:>suance of a permit prevent the Bui.lding Offlcial from thereaftf:r reqlliring a correction of errors in plans, construct!on, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six 1II0ntbs of issuance, or if work authorized by the permit is suspended or abandoned for a pf:riod of six months after the time the work is conunenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be reque:.sted in ~niting to the Building Official. An approved inspection must be logged during each si" month period, or the project will be considered abandoned. WARNING 'ro OWNER: YOUR E'AILURE TO RECORD A NonCE OF COMMENCEMENT MAY RESUI.'I' IN YOUR PAYING TWICE FOR IMPROVEMEN'1'S '1'0 YOUR PROPERTY. IF' YOU IN'l'END 'L'O OB'I'AIN !!'INANCING, CONSUL'!' WITH YOUR LENDER OR AN AT'l'ORNEY BEfORE RECORDING YOUR NOTICE OF COMMENCEMEN'I'. ,JOBS UNDER $2,500 IN VALUE DO NO'1' NEED '1'0 RECORD AND POST A "NO'rJCE OF COMMENCEMEN'r". SIG~T:R:~ OR AGENT (-;,~t:~, CONTRACTOR STATE OE' FLORI DA COUNTY OF The foregoing instrument was Before me this _ day of by STA'rE OF FLORIDA COUNTY OE' The foregoing instrument Has Before me this _day of by a cknovll edged 19_ acknowledged 19 (name of person acknowledged) o wbo is personally known to me, or (name of person acknowledged) O/ho is personally known to me, or o ~/ho has produced ( type and whoD did 0 did no t Dwho has produced (type of identification) and vlho Odid [}jid not take an oatl! of identification) take: an oath. Sj,gnature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped ! /rtvJL~ /10-Y^. b '2.-0 2- ~l>/I4t 6.~K~ ~L{J~ CJiuP I Z/3 (0 ;; ~ fl}(tD ~\r- -'-- ?S'...;:c: , 'f1.:nn =thc _-'.J.G:1. -":.u~ ?_;;::)I ::m=.UlL " -11 fJ "..)~ ~UllillIl~ IlL- 50 -=:.:t..-:...-:r::c: ~. 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'!~.k~I'~:~":"Si~~(- , ~ " -. <5 I PURUN ~ BEAM TO BEAM CONNECTION DET A~LS I I I ;-----,. I ", ---<-- ~ ! :::~ :,p 'MB OR SNAP BEAM --: =: ::3'!"" = I :=11 :::sl ::1 I :::1' ~I i ::I ! =:t, i =:t_ :;:; :;;:i ::t' ::::i , I II =1 I, t:! 1 2 x 2 PU,PLlN, TYP, OR 3 x 2 ~10 SMS OR (2) - fl8 SMS INTO EACH SIDE OF PURLlN (2) - fll0 SMS INTO 5MB OR SNAP BEAM - EACH SIDE TYP, 5MB OR SNAP BEAM 1 1 2" x 2 1 8" x ,062 RECEIVING CHANNEL wi (4) - fl10 SMS INTO BEAM & (2) - #10 SMS INTO BOTH SIDES OF 2 x 3 P,B, < '--- (-~ L 2 x 3 - ,050 P,B, ~1 P 5MB OF SNAP BEAM ~---'--- /I II W ~! iy W TYP, 5MB OR SNAP BEAM ( PRIMARY BEAM ) 8" x ,062 RECEIVING CHANNEL, TYP, o o o t:: t:! IFE, t-'ti= ==- II ~~---- ',~ "--_... --------- TYP, SUB PURlIN _ ( SECONDARY ) #10 SMS INTO #10 SMS EACH SIDE PURlIN BEAM PRIMARY BEAM OF PURlIN BEAM 2 x 4 5 3 2 x 5 5 J 2 x 6 7 4 2 x 7 8 5 2 x 8 10 5 2 x 9 10 6 SEE SCHEDULE FOR FASTENERS TYP, 5MB OR SNAP BEAM _ ~ .ALUMINUM STRUCTURES. MASTER.:PLAN, "'," ,'" ..... ,,'.. ' ~ ENCHBR1t1C. <D CDPYRIGH,T.",..AL;JINC,N:i.9, 9,1, ';'\k,'\;",., Z.,t,.,,c;i,.,,f:;,"b,!.i.",f,"~';:,';'~,",' , . . - -. .; -:,\~.,;~t~\~}:~~~~~?{ft~i<{,;"~:~":'~i;D,:~l~~:"'rf(\i~F~ ~'C\~~'~T"lIP' 29 ~ ' .,.... .",'( ")'r, :.'> ..'{....\>:::\.:;_;',~,)~ f:j ~j =:;1 I' II I ,/ ~'t ~~' / SIDE yrALL_ CCL,UMN TABLE y/ / // / / RlU' llEM \ , " ~' /'\ / .~ / / i4'rE~' . /45'" ..L-..._ / --~-"r------___ ~"'''';f,1 ~i.r' L ./ ./ / / /k - ----///./ --:/1~ ", ! ;,.;; II ~ j/ I ' I /i =-=~[ ~ ; ~ I, H~IGHT -~~ I ' ,=JW~ -.J ~ _~,I! I RIC~II<<i 'I ii' ~~ Jl==~ ~Jj_ -I HEIGHT :t:~l ::;~~ -.... IJJ t -~I -"~l -- -",i T:: 7e.' " -~ -.r~ -r- . == :;A8LE MANSARD '" CAllU: BRACING EXA.wLE -.or' __'<rif =3 =:t MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF - SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH -"f __a r-" (D) (F) (H) (I) (J) (K) (ll (M) I (G) (N) !SPACING 2X2 PB 2x3 PB 2x3 5B 2x4 PB 2x4 5B 2X4 5MB 2x6 5,\1B 2x7 5MB 2x8 5MB 2x9 5MB 3 c' 9,75 13,00 13,33 16,00 16,50 18,50 X X X X -, 4 ~. 8,67 11,67 12,50 14,50 14,33 16,67 X X X X ." 5 c. 8,00 10,83 11,50 13,00 12,83 '15,50 X X X X -.- " i 6'-.)' 7,33 9,83 10,83 11,83 11,67 14,50 19,33 X X x I 7'.0' 6,33 9,17 lCl,17 11.00 10,83 13,67 17,33 19,67 X X I 8'-0' 6,33 do 9.67 10,33 10,00 12,83 16,67 18.33 X X l g'o' 6,00 '8,00 9,17 9,67 9,50 12,00 15,67 17,33 X X INTERPOLATION OK ~ ~ ;~ :;:~ -".~ ~i ~ ~) Ct r;q C ~ 1iW" I 11 1:2 . :1 CHAIR RAIL CONNECTIONS] DETAIL Q) ~ t/l(. REt:E';1NO CIlANNEL . I NIN, "l" ,I wi -4 #10 SIlS ; i/ 'I~ - I J4---l ,.:{ r-i U. INmllCR 'U. CIlAHNEL "I 4 flO SIoIS I N1tMllI I'_NO I 2 110 !lIS 1 1/2 SNAP 011 30lII =OHS ~ :) ,j i) I II: I' 'I I EXTERIOR @ CHAIR RAIL 11 C CNNECTl ON INTER lOR @ CHAIR RAIL 12 CONNECTION rNTERIOR CHAIR RAIL CONNECTION @ ----- ----" ---..-. ..- ALUMINUM STRUCTURES MASTER PUN ';'. ENGltEERING 1He. @ COPYRIGHT AL.INC. ;1~9','i.i , '", - .,,~::":~ ",':'~;::~~;;i,.(-:):,!~',t.. ;~:g!i',ft~.~~-t:~ 31 I, J , ",I,', r UI iiL 'J ."-'l'r1"."I'!l'Pl!"'.,....~"".~..,.~,w...'"i:!'ft,t.A,..,~~____". .--..'--..--,.--..,...,...-.-.-.-.."..--.- ''T''''.'',^'Y' '.< p . " . p. ,~.",.c FI' . !~--==: , ~ ~B f=B1 FB .J.- ~I PB ~ I TOP RAIL / PURLlN CONNECTIONI ; x 2 x .045 PErtIMETER 2 x 2 x ,045 SIDEWALL PURLlN \ NOTCH COLUMN TO RECEIVE PURLlN ;;::1 '.J =:!! j ~ j ! ;:::I (2) 110 SMS ~A, S,DE OF PURLlN THRU 1/8" x 2 1/8" x 1 1/2" RECEIVING CHANNEL AND (2) - #10 SMS INTO 2 X 2 EDGE BEAM OTCH COLFOR PURlIN ; i FJ ~ :: ... I I =:3 i ~'1 ~'f 2 x 5MB COLUMN #10 x 1 1/2" SMS @ 24" O,C, AND 'MTHIN 6" EA. SlOE OF COLUMN =:3 ;t..~ ~i'f NOTE: WHEN USING SOUD COLUMNS A 2 X 2 X ,125 ANGLE SHALL BE USED TO CONNECT HE 1 X 2 0/8 TO THE COLUMN WITH 2 #10 SMS TO COLUMN AND 2 #10 SMS TO 1 X 2 :::t ::J' :=I ::::2 == :::2 =:2 I I I TRPC ALUMINUM STRUCTURES MASTER PLAN ENGINEERING INC, @ COPYRIGHT AI., INC. 1994 37 r--- ::; ~ L ."I~" ri~~~'''''''"-''''lI'T-~~'-'''''''-''''''''_''''"''~'1ft_".""",__""",,,,,,,,, ! I }" ..'",..."""","",'... .: .. .'::'... ~ l." ;;u:.:, :::II r-- --- =-1 :;II i ::Ii =-i :wi =3 :;a =- :a: ::aI :::I 6s ~ r: F8 r- ~' FII b. I", i CAGE '." //' / / // / / / / / / / / / ' / ft}' / /// I ///////m/ //~j / / / I! t Ii PCl -...cnn:i U Rf:aJIJlE.D ~ [1'Pm..~IS'w't'i"KDI -~ I : Tl<IS ~ - EXI::EJr'1lII< .,. c-..aLll :1 I I' I II __-.J ,~_ ' ,( j. ;..::., ~, ~ ~ -' -' -' ,/ , , , ... ... " ~ 'llou. JRACI)i!i SEE III:TA:l.S IIELll'J ,../ ~!Th "' ,f l 0 ,". 2" 0,8, E)(T, ";iJl-~'u' ./~~ :.z,'? ~~, .~ -..r;: 2A, TOP SffiAP BRACING BRACI~JG DETAILS " RQrF L "'AL.L BIlAC1NG REOU[RED 'lJl GABLLrtlPJ1.A T = NOTES JC.D'w' \ IT I ///// /7T// hW LB ~ :> I " , " , " , ... , ~ " ., > " ., i , ..... , .... ~ , .... '" .... , .... '" ..... 1 TllP ITRAPS ~'II"'" JIIACNG so: IlE'TAlU IIEI..!N ,../ -' -' < > o w Ii '" ~ => DETML "f' , ., , "!l' , :! , G , < '" '" .... j " " '" > .... / .... " , '" , " ..... .... b2 NG..E V1I 'W/4 tul SItS ~ .....I SHIM..nS STt:EL I CABLE KIN THIC>>€:SS :)132' CORNER CCLU~ I ~ ~ :/ l i ''Z-u NP WAil BRAONG JI1l" EYE !ilL T (Tyf') 'II I IlDJBLE \lASHER , NUT EACH SDlE ~'/ : " ,t'O TYP WI\lL BRAONG NOTES: CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD, THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES, TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING, THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH, THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 114" FASTENINGS OR TWO 5/16" FASTENINGS WITH A 118" STRAP, EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED, ~ ALUMINUM STRUCTU.RES MASTER",."p, '.,L.4N"',,, ,.",rr, ~ ENGlteRlNG, INC. @ COPYRIGHT AL. 1~:~*1e.,g.,' ,.' t "-.""..,,, ~-'--,~,-'..~_... 45 .'~,X::,~[kI ~____________ -~.. "I - # 10x1.112 SMS 6" EACH SIDE OF POST 24" OIC MAX. ..::'1,: e>\\': 3 BEAM TO COLUMN CONNECTIONS _1- Z' x Z' INTERNAL Y FASTENED TO BEAM WITH (2)'10x1-1/Z' SMS ALUM, END CAP Eo liD SHS (ACH SIDE 2 l( . SHB 2 x 3 FB -,- 2 X 6 S.lU, 12 M10 SMS 2 X 7 S,H B ~ , ti. ',' .;~ 1IZt,',.,.".,.,. d " \, !,t 11:;. -==l. _.1,...,. ~., .: It:i" 2 X 8 S,M,B, / L... I~ 2 X 'l S,M,B, -=r,.',',',' -=t' :l 1/ ~5 . . (t . . 8 48 ALUMINUM STRUCTURES MASTER PLAN ENGI~ERING.INC. @ COPYRIGHT AL. INC, 1994 8 ROOF BEAM USED (H) 2x4 PB (J) 2x4 5MB (K) 2X6 5MB (L) 2x7 5MB (M) 2x8 5MB i ., II !: ,\ I' I (N) 2x9 5MB \ ! " ~' l' 1" i ; L II 52 'WALL SPACING 4'-0' 5'-0' 6' -0" , 7'-0' 8'.0' 9'-0' 4'-0' 5'-0' 6'-0' 7'-0' 8'.Q" 9'-0' 4'-0' 5'-0' 6'-0' 7'-0' 8'-0" 9'-0' 4'-0' 5'.0' 6'-0' 7' -0' 8'.0' 9'-0' 4'-0' 5'-0. 6'-0" 7'.0' 8'-0' 9'-0' 4'-0' 5'-0. 6'.0' 7' -0' 8'-0' 9'.0. MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET SCREEN ROOF I SCREEN WALLS WIND 110 MPH DEFLECTION L/60 <-I COLUMN USED 1-> (F) 2x3 PB 18.42 17.08 16.08 15,25 14.58 13.92 21.08 20.08 18.42 17.42 16.75 16,08 28.08 26.08 24.58 23.25 22.25 21.42 31.58 29.42 27,58 26,25 25.08 23.92 38,25 35.42 33.42 31.75 30,25 29.08 (G) 2x3 SMS 19.08 17.58 16.58 15.58 14.92 14.42 21,75 20,08 18.75 17.92 17.08 16.42 28.58 26.42 24,92 23.58 22.58 21,58 32,08 29.58 27.92 26.42 25.25 24.25 38,58 35.75 33,58 31.92 30.58 29.25 (H) 2x4 PB 19.25 17.75 16.75 15.75 15.08 14.42 21.92 20.25 18.92 17.92 17.08 16,42 28.75 26,58 24,92 23.75 22.58 21.75 32.08 29.75 27.92 26.58 25.42 24.25 38.58 35.75 33.75 31.92 30.58 29.42 (I) . 2x4 SMS 19.25 17.75 16.58 15.75 15.08 14.42 21.75 20,08 18.92 17.92 17.08 16,42 28.58 26.58 24.92 23.58 22.58 21.75 32.08 29,75 27.92 26.58' 25,42 24.25 38.58 35.75 33,58 31.92 30.58 29,42 (J) 2x4 5MB 19.25 17.75 16.75 15.75 15.08 14.42 23.42 21.58 20.25 19.08 18.25 17.42 29.92 27.58 25.92 24.42 . 23.42. ~ 22.42 33.08 30,5~ 28.75~ 27~25 26,08 24.92 39.42 36,58 34.25 3~58' 31 .08 29,92 (N) 2x9 5MB ~ :J :j IIiIi' e:q Itt3 ~ ~ df1 '"s C1 Cf IC:i (L) 2x7 5MB 19,25 17.75 16.75 15.75 15.08 14.42 23.42 21.58 20,25 19.08 18,25 17,42 31. 92 29.25 27.42 25.92 24.58 23.58 35.92 33.08 30.92, 29.25 27.75 26,58 41.75 38,58 36,08 34,08 32.58 31.25 41.92 42.25 42.25 42,25 43.08 44.42 38,92 39.08 39,25 39,08 39.92 41.08 36.58 36.75 36,92 36,75 37.42 38.42 34,92 34.92 34.92 34.92 35.58 36.42. 33,25 33.42 33.42 33.42 33.92 34.75 31.92 32.08 32,08 32,08 32.58 '\'. 33.42 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ~. /~ / (\" EXAMPLE: /-1 j. ) POOLENCLOSUR\./ (K) 2x6 5MB 19.25 17.75 16.75 15.75 15,08 14.42 23.42 21.58 20.25 19.08 18,25 17.42 31.92 29.25 27.42 25.92 24.5& 23.58 34.92 32.25 30.08' . 28.42 27,08 26,08 40.92 37.75 35.42 33.58 32.08 30.75 45.08 , 41.75 39.08 36.92 35,25 33,92 ~ hT1 ALUMINUM STRUCTUII.ES MASTER PLAN Uf\~ENGIt-EERING,INC. @ COPYR1GHT AL, INC, '1994 ,-, (M) 2x8 5MB 19.25 17.75 16.75 15.75 15.08 14.42 23.42 21.58 20.25 19.08 18.25 17.42 31,92 29,25 27.42 25.92 24.58 23.58 35.92 33.08 30,92 29,25 27.75 26,58 44.25 40.75 37.92 35,92 34.08 32.75 47.42 43.58 40.75 38,58 36.75 35,08 19.25 17.75 16.75 15.75 15.08 14.42 23.42 21.58 20.25 19,08 18,25 17,42 .. m:t: t me:: 31.92 29.25 27.42 25,92 24.58 23.58 ~ I ;~; I.",.." .,'.,.,,'.'.~; ~ &:; ~ a::i! jD9,;:.;, ~J, I-=,'~, t I~ ..~ 35,92 33.08 30.92 29,25 .... 27,75 26.58 44,25 40.75 37.92 35.92 34.08 32.75 48,42 44,58 41,58 39,25 37.42 35,75 .......' --~: , ~, -- ~ R:. , lei -= 'I- . . T' .""",;,;",,>~,,.,,>,It,""< -'r,. :'_'" '0 ,~:i ,i ~~Ld;'~~~,~ILJ.:;.L.:,;~ ::2. :::tl :=) _31 := :21 :3 ::J) :::l1 =2 :S ::J =.2: :S :=2 :2: ::t ::s ::s =2 =a =2 =- :::I :a ::s ::::a :::a ::& :ail ~L: CARRIER BEAMS SCREEN ROOF - SCREEN WALLS WIND 110 MPH DEFLECTION Ll60 SPAN OF CARRIER BEAM L o A D I N G .-- , (H) (J) (K) (L) (M) (N) ! I FEET 2X4 PB 2x4 5MB 2x6 5MB 2x7SMB 2x8SMB 2:x9 5MB i 10 17.75 20.92 28.92 32.92 40.25 44.25 15 15.42 18.25 25.25 28.75 35.08 38.75 ! 20 14.08 16.58 23,08 26.08 31.92 35.08 25 12.75 15.42 21 .42 24.25 29.58 32.58 i 30 11.58 14.58 19.92 21.92 27.92 30.42 , 35 10.75 13.75 18.25 20.25 26.08 27.92 I 40 9.92 12.92 16.92 18.75 24.25 25.92 45 9.42 12.08 15.92 17.58 22.92 24.42 50 8.92 11 .42 15.08 16.58 21.58 22.92 1 55 8.42 10.92 14.25 15.58 20.58 21.75 i t 60 8.08 10.42 13.58 14.92 19.58 20.7 5 i 65 7.75 9.92 12.92 14.25 18.75 19.75 , ' 70 7.42 9.42 12.42 13.58 17.92 19.08 i r 75 '7.25 9.08 11.92 13.08 17.25 18.25 I 80 6.92 8.75 11 .42 12.58 16.75 ~ I 85 6.75 8.42 11.08 12.08 16.08 16.92 D I s T A N C E INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE SPAN VALUES IN DECIMAL FEET FOR A SOLID ROOF, USE A 3.00 MULTIPLIER ," EXAMPLE: SCREEN ROOF: TO DETERMINE THE CORRECT SIZE FOR THE CARRIER BEAM, ESTABLISH THE TOTAL LOADING DISTANCE (42') AND THE SPA.N (13.50') AND THEN FIND (15,92) UNDER 2x6 5MB I>S THE SIZE. A - Q< 10 w ~ I Q: <l: . Q< W ~ .a:l:Q u SOLID ROOF: IF THE 14' DIMENSION IS A SOLID ROOF, MULTIPLY THE 14' BY 3.00 AND ADD IT TO 28' (14x3.0+28)=70.0', THIS IS THE NEW TOTAL LOADING DISTANCE. USING THE SAME SPAN (13,50') NOW FIND 13,58' UNDER THE 2x7 5MB COLUMN, 28' :1 (A) CARRIER BEAM (B) ROOF BEAM (C) SCREEN OR SOLID ROOF (FOR SOLID ROOF USE RATIOS) COLUMN SHAlL BE THE SAME SIZE OR LARGER, OR COLUMN SHALL HAVE EQUAL OR GREATER AREA - (SEE ALUMINUM EXTRUSION 10 CHART) ~w 42' 67 ALUMINUM STRUCTURES MASTER PLAN ENGlfoEERING,INC. @ COPYRIGHTAL, INC, 1994 -- I , ,J "."_iili'liiH,-'.;FII,_~ .'_'l'''''''''''~-'"~'''''''''''''''I'IITIiJIMI'IIf,IIIilI6o-__IIII'_'''' _I ::J - =:1 =:r =:1 -'11 - ~ =z ~ -"-ill ~ ::3 :j =:! =:1 :::J :0 :=J :::2 :t:D :::2 = =- ::::J ::3 - ~ ::a := := = = :&U [- ~~== BEAM ROOF SPAN USED 6' 8' 10' 12' 16' 20' 24' 0' O/H 7.33 6,50 5.83 5.33 4.67 4,17 3,83 (D) l' O/H 6,33 5.83 5,33 5,00 4,33 4,00 3.67 2x2 2' OIH 5.17 5,00 4,67 4,50 4,17 3,83 3,50 PB 3' O/H 4.33 4,33 4,17 4.00 3.83 3,50 3,33 4' O/H 3.83 3.83 3.67 3,67 3,50 3,33 3,17 0' O/H 10.67 9,50 8,67 7,83 6,83 6,17 5,67 2x3 (F) l' O/H 9.33 8,50 7.83 7,33 6,50 5,83 5,33 OR 2' O/H 7,67 7.33 7.00 6.67 6,17 5.50 5,17 3x2 (C) 3' O/H 6,50 6,33 6.17 6.00 5,50 5.33 5,00 PB 4' O/H 5,67 5,50 5,50 5,33 5.17 4.83 4.67 (F) O'O/H 7,83 7,00 6,33 5,83 5,00 4.50 4,17 3x2 l' O/H 6,83 6,33 5,83 5,33 4,83 4.33 4.00 PB 2' O/H 5,50 5.33 5.17 4.83 " 4,50 4.17 3.83 WEAK 3' O/H 4,67 4,67 4,50 4.33 4.17 3.83 3.67 AXIS 4' OIH 4.17 4.17 4,00 4,00, ,,3,83 3.67 3,50 0' O/H 13.17 11.67 10,67 9,67 8,50 7.50 6.83 (H) l' O/H 11.50 10,50 9.67 9.00 8,00 7.17 6,67 2x4 2' O/H 9.33 9.00 8,67 8,17 7,50 6.83' 6.33 PB 3' O/H 8,00 7.83 7.50 7,33 6,83 6.50 6,17 OR TILT 4' O/H 6,83 6.83 6,67 6,67 6,33 6,00 5,67 0' O/H 12,8.1 11,33 10.33 9,50 8.17 7,33 6.67 (I) l' O/H 11,17 10,17 9.33 8,67 7,67 7,00 6.33 2x4 2' O/H 9.00 8,67 8.33 8.00 7.33 6,67 6,17 SMS 3'O/H 7.67 7.50 7.33 7.00 6,67 6.17 5,83 4' OIH 6,67 6.67 6.50 6,33 6,00 5.67 5.50 0' O/H 16,33 14.83 13.33 12,17 10,67 9.50 8.50 (J) l' O/H 14.50 13.33 12.17 11.33 10,00 9,00 8,17 2x4 2' O/H 11.83 11.33 10,83 10,33 9,33. 8,50 7.83 5MB 3' O/H 10,00 9,67 9.50 9,17 8,50 8,00 7,50 4' O/H 8,50 8.50 8.33 8.17 7.83 7,33 7,00 0' O/H 21,50 19.17 17.33 15.83 13,67 12.17 11.00 (K) l' O/H 18,83 17,17 15,83 14,67 12.83 11,50 10.50 2x6 2'O/H 15,33 14,67 14,00 13.33 12,17 11,00 10,00 5MB 3'O/H 12,83 12.50 12,17 11.83 11,00 10',33 9.67 4' O/H 11.00 11,00 10,83 10,50 10.00 9.50 8,67 O'O/H 23.67 21,00 19.00. 17.33. 15,00 13.33 12.00 (L) l' O/H 20.67 18.83 17,33 16.00 14,17 12.67 11.50 2x7 2' OIH 16.83 16,00 15.33 14,67 13,33 12.00 11.00 5MB 3'OIH 14.00 13.67 13.33 12,S3 12.00 11.17 10.33 4' O/H 12,00 12.00 11.67 11.50 10.83 10,00 9.17 O'O!H 29,33 26.33 24.00 22.00 19.33 17.33 15.67 (M) 1'OIH 26,00 23,83 22,00 20,50 18: 17 16.50 15.00 2x8 2' O/H 21.33 20,50 19,67 18.83 17.17 15.67 14.00 5MB 3' O/H 18.17 17,83 17.33 16.83 15.83 14.50 13,00 4'O/H 15.83 15,67 15,50 15.00 13,83 12.67 11.67 0' O/H 31.33 28.00 25.50 23.50 20.33 18,17 16,33 (N) l' O/H 27.67 25.33 23,33 21.67 19.17 .17.33 15.00 2x9 2' OIH 22,67 21,83 20,83 20.00 18.17 16,17 14,00 5MB 3'O/H 19,17 18,83 18.17 17.67 16.33 14,67 13.00 4' OIH 16,33 16.17 15,67 15.17 13,83 12.67 11,67 EDGE BEAM SPAN TABLE WIND 110 MPH . DEFLECTION L/60 SOLID ROOF - OPEN OR SCREEN WALLS I INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE SPAN VALUES ARE IN DECIMAL FEET ALUMINUM STRUCTURES MASTER PLAN ENGlteRING,INC. @ COPYRIGHT AL, INC. 1994 77 t Inr-..II--)~~~";~~~~I't!~~~~..,.f'!''''''~~~>~~~Jl')!'t~~",~~~--...,;",~~{':.j''''.t,;;.~..':""''''''';'''~V;.[''~~_f' ~ '-'- ~ , ,...... ~ ~ ..... ,.,.,'. . ~', ~~...1 .~..r".-,....M.i;,-.,,,,~:-;._:_.,,~::..~"?\.;Ali,~~;:iI~.:: I ~_ ~ _ _ _ ___ _ _ _, ~ _ _ ______.__ ~ _________ '" ". ~,l";::: p'....., ~-:..- ~ , 1 'l;" ~ \ == t:t: t:t t:t !r:tJ i : Ie: I: =: t: it:: ['_ __ __.,_... __. n.. [6,,- L,:~i~~'L~~Ji ------,. ------- - ~ -- -- ---- ?'~();,:;'F ..::>A[\~EL cO~"lrJECT~CJ'~S -.:<..!-= :..ST _ :~ C;:1:O'..: "' ----- ---- :...........,c". ''-~ \ 'I " < f' :- ,\'::::' , . j; ~ J -;::; :... -"r~' 1'/~> <'" > b-- I 1"',;:- -', I: .: ,. '-; ~.'_~ {J' ~,---~-_._.- , f"- J i \ ,I , L.~~, =c_-~ -. 'l-' L~- . & :.,rT:ii..~ } . '\ ..._-..~- - . --~ i~ = <',",',c. ;' NOH S : RECElylNG :F'"~EL MAER AL S"lf.LL BE DL A,ND/OR ST D' WHEN NECESSAR", SHAll, 3E \'ALUES ARC [)U,\L TO OR GF:,.ATER Tf-AI. Sf ~TRLJCTlJRA, :;'ABllITY OF TH, E,:!STII(; , I)~' AR,:' FROPOSEDS'PJCruRE E----' --..--~===--!1I~ ~~~~?~P.f~~~R"~~.~~~-f~l; ---- --.--_.._____,.._.__.________ .m. ...__.___~_ _.______.~.____._.___.___,_____._______ " a::: 't: ! :e: b I~ I - Ie: F b: It:e b ~ ~ :b ~ '= =-=-=6: I u .., --- f:!P ....""::"7.1q:l.~ ,-,.J'l'-';"I_ " XI STING ~'ASONRY, TIE~'5~~_ R WOOD r-Rf'MED W.I,LL -........ \ t !~ ~. ~ J , '~:::T "I" , I < , ! -""1-- ~f' "'("'-< r- < ,---{~-~.~ . \ '," .'" ~:[)--' - - ... ,""" (,,\r- ,-) " , r ~f' ,-<'I(- ,'l:___,..:...~~'__ \ \\_~{~ _ f"~ R .. 1.1,' :rc '1 , ' . '\ ,- "',',. L., 'J/:.' ,-:_A::~ '~ .2)' 1}, CR 1 ~" (2) - #' ('F 1 1/: /,;:" ~ 1 .".' ~ :: : 'l.... -:::' ~ ' '.., fi:,', C PUS ,"-' :-..- ---- ----, .:.....::.=_, ~..' ;.:---=,.::;;;:::""':..;.,.~,;:.:;;;;.; i~; . 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I '!! . ~: ,] ,"", I' '11''f..l":_ E ~~~)~f.~::=), CR :::/....RI_':,::O 5063- i6 --- ~:2~ f,',', '.'~ \' ':D ,w,: ,:cP,ITTiNG I\LT[RNAE c'A-:T'E~S ,'~ "" " "'..L FE 1'6T4,-,:0 AS P::~ T..E '.1:,!'li_c~:- .'iCP'-:, ,5f-f<L,_ ;t:RIFieJ BY THE :J'P~A:'D~ '>10 TE S 1. PUT /II,~ CHAr,NO 'V'F" A!>I['j'R STU)S, Y.- C "E VALUES :,RE EOJ~, "J 5 TRUC TlPAc ST a,E _ iJ' ARC P"CPCSELJS-RL ::-,~= OR BIO '3[ F ReCRI. ~ " \ S:JE':::IF:~=;, . r, ~ ". =<:;T' SF~_': r::---.-------- ~ --------------.------ -------- ----. -- /,;...1 ~ ALUMINUM STRC'CTURES MASTERPLAN '- ,';'" ~!:::! E~ tIC, CJFYRr:;HT AL, WC, ),.C" ~,:, '"--,-,---_., -,- -' ---- '-'.'. 11m n_llllrUl11m'-'rr' i::""""'''-''''' r"~rniffimi . I ~"'>'''''lc'' . . ,- , ,,' - .' ;.-., ' .".'" ",. ':':L":,,,n:,:::c Lj~k,';,j(~,~z3.:;,&,~.;. "~'~lli':i.~.22. ,")1~, ",;~d,.kd~." 1:\~<'~>"i,JJ1,,,,;{J~):i;rA41.~;~Z:);;ji'~~' ;<<.,liI':.;il1j)b~~~.Li~~~~!""""";~:~W(f'~-' I . ~, =- ::a =- ~ =- ~ =- =- ~ =- =- =- =- .. ;::11" :II ::II, I I =- 3' .. ::IIi :II' =-:i I .....: . ....~, . sa ~~ I 48" I :-mm:=s . 48"x3" COMPOSITE PANEL 31 05-H25 DEFLECTION L/60 ROOF PANEL SPAN CHART THICKNESS & WIND SPAN SPAN SPAN SPAN S i EPS DENSITY VELOCITY SIMPLE l' O/H 2' O/H 3' O/H 4' O/H OPEN STRUCTURE : 100 MPH 16,50 16,50 16.50 16.83 17.00 110 MPH 16.50 16.50 16.50 16.83 17.00 0,024 120 MPH 16.50 16,50 16.50 16.83 17.00 10# DENSITY 130 MPH 16.33 16.33 16.50 16.83 17,00 140 MPH 15,33 15,33 15.67 16,00 16.67 100 MPH 18,00 18.00 18,00 18,33 18,50 110 MPH 18,00 18,00 18.00 18,33 18,50 0.024 120 MPH 17.67 17.67 17.83 18,33 18,50 1,5# DENSITY 130 MPH 16,67 16.67 17,00 17.33 17,83 140 MPH 15.83 15.83 16.00 16.50 17,00 I ,100 MPH 18,50 18.50 18.67 18.83 19.17 I 110 MPH 18.50 18.50 18,67 18,83 19.17 I , 0.024 120 MPH 17.83 18.00 18,50 19.00 17.83 20# DENSITY 130 MPH 16.83 16.83 , 17.17 17.50 18.00 140 MPH 16.00 16.00 16.17 16,67 17.17 , ENCLOSED STRUCTURE I , 100 MPH 14,67 14.67 14.83 15.00 15.33 110 MPH 13,50 13.50 13.67 14.00 14.33 0,024 120 MPH 12,67 12.67 12.67 13.00 13.33 1 ,0# DENSITY 130 MPH 11.67 11.67 11.83 12.17 12.50 140 MPH 10.83 10.83 11.00 11.33 11.67 100 MPH 15,67 15.67 15,83 16.00 16.33 110MPH 14.67 ! 14.67 14.67 15.00 15.33 0.024 120 MPH 13.67 13.67 13.83 14.17 14.50 1 .5# DENSITY 130 MPH 12.83 12,83 13,00 13,33 13.67 140 MPH 12.00 12.00 12.17 12,50 12.83 100 MPH 16.00 16.00 16.17 16.33 16.67 110 MPH 15,00 15.00 15.17 15.33 15.67 0.024 120 MPH 14,17 14.17 14.33 ' 14.50 14.83 2,0# DENSITY 130 MPH 13.33 13.33 13.50 13.83 14.17 140 MPH 12.50 12.50 12.67 13.00 13.33 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE. SPAN VALUES ARE IN DECIMAL FEET NOTE: USE OF PROPER DEFLECTION LIMITS SHALL ADHERE TO ALL LOCAL CODES AND ORDINANCES. . ' ~ ~LUMINUM STRUCTURES MASTER PLAN 107,1 - ~ ENGltEERING,INC. @ COPYRIGHT AL, INC. 1994 ,-, , , ,,?: . ,: 'II t ",)''j' ~ -_.~~ .....-- -.....~-.-._....,_I!- ~.;,~~,~ ,~;\,..-",.-~,~. NOTICE OF COMMENCEMENT 11111111111111111111111111111I111111I111111111I1111111111111 2003223308 State of ;::tD/!-/d~/ County of #~Gc.> , v THE lmOERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the following infor~ation is provided in this Notice of Commencement: 1. Description of Property: Parcel No. 0]-2.6'1-./ -- 0,/2/'1 ~o...:co ot:tfb 6' JOL- (Legal JCL1 the property an street a 2. General Description of Improvement ~ ~~~ ~lJ 3 . [)~fJ.J ; E- Owner Information: Name -kJ.Jt:? a ",.I:;~ Rcpt: 737262 os: 0.00 12/02/03 Rec: 6.00 IT: 0.00 Opty Clerk llddress 6A.'JL .J;4>~c~,6~'City Z-~r6 ~.A~.,~. .." ,_4f-, _ ~,or,;-_ ",r'T Staten Interest in Property: ('7;' ,/:?~ Name of Fee Simple Titleholder: (If other th~n owner) iS~0~~~~M'2: GCS;O fOUNToY' C\ERK OR BK 5642 PG 583 Address City Stilte ~ Contractor: N~me ~~</'~~~, ~~P/7 I.'" AddressJ)-!J1.-~~x:O /~ City 2.~/4' Stat~ c.8.2J~ 5 . Surety: N~me Address \ Bond~ '-... City State Amount of 6. Lender: Name Address City State 7. Persons wi thin the State of Florida designated by Owner upon whom notices or o~her documents may be served as provided by Section 7l3.l3(l)(a)(7), Florida Statutes: Nc:mc Address City State 8 . In addition to himself, Owner designates I ' /' of 1J<71/~/'/z37 #0,,~~~, , Lienor'~ Notlce/as provlded In Sectlon /~ ~dl;> to receive a copy of the 713.13(1) (b), Florida Statutes. <J. ~xp.irflt.l'1n dMt.e of Hut.lce of Commencement. (the explratlc;O date is 1 yea.r fr~m the d~te of recording unless a different date is specified.) Signature of Owner: ~1r.l4! ~_ ' P ~-1A',LA. Sworn to and subscribed before me this ! day of ....... - (de L" --J=9" ZL,'(5?; . Not.:lry Public: (jJ~~ {~:i My C:);]l,;lj 55 ion Expires: Jl..~-"" TESSA 0, JUDD PC93053048 ~'~" ..if EXPIRES: August 20,2007 "'~Rd~~"" Bonded Thru Notary Public Underwriters