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Home My WebLink About06-5745 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 5745 5745 Permit Type: ADDITION/ALTERATION Class of Work: SCREEN ENCLOSURE Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 6941 N KE DR ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: SILVER OAKS Parcel Number: 03-26-21-0180-00000-0660 4,325.00 5/31/2006 82.50 82.50 5/31/2006 SCREEN ENCLOSURE FOR POOL Name: ACKLIN, ROBERT & LINDA Address: 6941 NORTH LAKE DR ZEPHYRHILLS, FL. 33542 Phone: 813715-1097 REINSPEcnON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your . of commencement. " // NO OCCUPANCY BEFORE C.O. ~ . / / ~~ >~'AACT~R SIGNATURE -~;MIT OFFI (' CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER MRY-31-2006 09:38 FROM:SUN&PHX POOLS 3525409422 FEB/2Z/20 os/rUE 09: 06 AM ZEPHYRHlllS BUll.D.!i'lG TO: 18137800021 P:1/1 FAX No. 813-780.0021 P. 001/001 . , . _. .." ~~. SlIMINOLlI 'OIlM 40B .. ..~,., NOTICE OF COMME::NCEMENT ::;~f~~i?.., ,-. ",..l..=~,:~...., __ _ J~!'~~!!~~~~~~~~ wIth .oDdon "3.1~ of the FIDrld.. hortu....1he '.HIIWIII. int,.rIII8Uen b '....11 in..1f NOTICE! DF COMMIlNCI!MI!I\IT. .N........ of '7"":" .:tR9.!U.:.r:t.~.lxi~":r": Q'i.!r.~''fir'' '3' 5~' ..~dJYJ.6l.Q,N""" ,~..." ,..:~~..:.. ..Zephr!:Jh,... ~. ....., ,......... ....... . . . ~ .. .... . . . . , . . . .. . .. , . ... . . .. . , .. .. .. . . . . . .. .. ..... . .. .. .. . . .. ... . . .. .. .. . . . . .. . . . .. .. . .. I .. I .... .. . , .. .. . .. . .. . .. . . I . .. . ~ .... ... . .... . . . ... . .. .. .. .. .. . .. . t . .. .... . .. .. .. . .. .. .. .. t .. .. . .. Genorol d.JCl~ptlon oflrnprovcmDnb l061ZtO.. .l.p 1~.:fibtr8~'Yl;O), ,::t.M.~ ...... . ~er:\;<u :!'ulJ.7!t'-Ao6lfB.. ,. U Ij:.....' ..:. uu...... ....................... u.... , Ad~rODD wQ4J. ,N:.~O.tie.., ....i.y.e.,LGPhrlPJ.1.."....~..~~.~,.,..,. '............... OWr)or';sln",utln 'Ite of 1I1almprllvom.nl .,. ...,..."... ...:... . . .;d .:... .... .. . .. ... Rcpt. l B!IBS30 Rec:: lEl.08 , J:I'" Slmp_. TItIo "oJdor (It c:1l1cr 'then owner) " OJ DS: e.. 00 IT: e.. Ie I . .' 81/09/08 bpty Cl.,.k NDlftO ..,.......... :..hl. .!.t.:..... ..... ...... ....,...... ..:....'.. .................... i~I!I;~Urua:~: =.c..CO ruHT.;',. CL"ERK AddroClo ,......._...............:.......,.....~.".......:..,.,................."....., OR BK 678 t PG 1386 R eo....'" P~I :6.. ':1Jo.erqJ~. ~~.~~ ii:............. u. u.......... Addro.. .\. \q....8.\ .oo~. .;;rr:.r.iJ...., ..:.... f;;J... .~YJ.. .t:.:.....:Fk. .~~Q J S",1nY (If ."y) .. .N,J. ,.f!r:... .......,........ ...... ..............,............ .:.. ..............~'..... ...... ..,. ....."......,. AdoraClII '....,...., .~/A.... ... ,.: ...~~. ..',. .:.........:.................:............. ...Amollnt DflJond $ ....,.."...... Any palllon makinG a IOiln fOl' the col141nlCl'llon' of tIlo Improvemenu: . , ~DlftD ,.. 'N'J?1" ....,. .., .... ....... ....---..:'..... ..... ....... --.- ''-'''''' ..-.. ............ ........ ....... ...... ,.........,. AddrODI .. '..' "' ........ -,-., ..... -... ..".... ....... ..............:,.... ... ...... ........... .._~... ........ I.......... ..... to. ..'.......1#..... 'Dr1Ian wiehin t e si.t. of Flo"da de&19hatcd ~y Own... "po~ whom. notlcea or other dacumanC5 mel' be aervlld: ND~a ,."', 0....... ..... .......0........ .., ............ ...,. "'I~.' --:--... ,.. .......... .....,........... ........ ~.... ....., .......... ......~. "t..... Add..o.. ....,................,...:..."........."......,......,.,........,........................."....,...................,. I" .dditloll 10 hl11J5DlI, awno,r d.lonlltlta the follvwlnlllter.on to recelv. e c.op\, of the Uonor';r I\hat",a all providod In S.ctiOll.......' '1, :3;13 111 (hI. FIDrida Stallltca. IFill In "' Owner'.' optlanl. . '. I' . ~ NarT,lO t.~. I'. ....... ,. '_'''i..~_..",__.." ......., .0. .....!. ......... ... .........0.. It. .... '.i... ... ,.'.i ~.~.. 0... ... ........ I 0 . . I Add,... T~l~'~~~~~';~~'~~~'~~~~~~'~;~~~~;'"'''''''''''' ':........,.....,......."..,... ...... (iQ'............. ........,... 'ji"")1 -:zl:^-~46-T]q-6t5-4'7D-D. . ~A;-....;-;-;':...................... I !Joo'l J..-''''-Qt . . Owner ; Swam ta and .ublicribed b0101'1: "'. tl'Il. J. ". , ,J)J.,e.e /.'.IiP,~!.l!, . . .;?O-' '5 .......w.__.._~..... .".,........ . ......($,........ ....M:... ~~. ..,..... ...'. ......-1{.. ND P bile: ~~ KI\ ~ HB CEG . ~.I MY " 1lO-n:~ ...... . ~"1\-"" ElCl'IftES: Marcil 15, 200T \ - . __ R.~=--&""'''''' \. ,,'.. ~~~.;3':~~~< .:'V.,.. l~....._ ,. ,'fi::Pe;.H "", .~.....~ '. . . .i?t~,. V.m~' . ,..:.. ...) .~..:<.'''~:'' ~. .: :~~;:.~'!t.".~t.~.~~. ."':t~;;'.~ ..' I ...4.;-,...."! ."..~~. '..:f::...... . '. ..::.:.~~..;~I;.~-. ,:.,~~' ''!\'" '..'!!r... -";;"'-'-~~i!E' ........ .... ,:'''1:..''''' f:' t . .-.~... . . .-;"ly':: '..' "~""..."... ~"Y'~"~":;..i.~ .~~.:~~~~ ;,_li~f;~~~ '.' .~. ,.;. .. .:..~.... . . ".... .~..-~ .. . ".~ ill. ",,' '.. ," - w.;:.",,,"_,~, _ . .:Jt:.;;;~~~:-p~.._.~ ..:;. . .:~ C(Pf"C~ d) o...c~~ Cb ~OC bl v~SS . 813-780-0020 City of Zephyrhllls t-'ermlI AppllCClllUII Building Department S ~-1L Date ~eceived L.-\- 2.. Owner's Name 12 c)b-l- cl Owner's Address I to C? L.f I Fee Simple Titleholder NamJ of.o 10dCL. Ac ~ : l'\ tJ, \.--oL \62- b v Owner Phone Number Owner Phone Number I Owner Phone Number I Fee Simple Titleholder Address JOB ADDRESS i (j qL\ I ~ <..;>.(' ~'" Lc<- \t- o Dv LOT # SUBDIVISION I PARCEL 10#1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR El ADD/ALT D SIGN D MOVE D DEMOLISH INSTALL REPAIR PROPOSED USE D SFR 0 COMM D OTHER I TYPE OF CONSTRUCTION D BLOCK 0 FRAME D STEEL D OTHER I DESCRIPTION OF WORK I~~ ~c...\~ p~ BUILDING SIZE I SQ FOOTAGE I I HEIGHT I 1....111..11111..111.......1111.......11...111....1.....11..1111111.1..........1111,....11111...111...111111.1111..111..11..........1111.11111111. g-' BUILDING D ELECTRICAL D PLUMBING D MECHANICAL D GAS 1$ L-\32S,a-o 1$ 1$ 1$ D ROOFING FINISHED FLOOR ELEVATIONS VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o PROGRESS ENERGY D ~ W.R.E.C. VALUATION OF MECHANICAL INSTALLATION o SPECIALTY D OTHER FLOOD ZONE AREA DYES DNO BUILDER SIGNATURE /77 r 72. 1173(, U-J, ~~ I=l~ COMPANY IUISC0~+- S~ ~,C...SL- REGISTERED I Y I N I FEE CURRENT I Y I N I _ A("otJ\::::Eil~~ l4. yL License # I s c c... \ "3 \ I '-l q (" 9 61 I COMPANY I I REGISTERED Y I N FEE CURRENT Y I N I I I I I I I Address Dc..... dU-- Av-e... ELECTRICIAN SIGNATURE Address License # COMPANY REGISTERED PLUMBER SIGNATURE Y I N FEE CURRENT Y/N Address License # MECHANICAL SIGNATURE COMPANY REGISTERED Y/N Y/N FEE CURRENT Address License # COMPANY REGISTERED OTHER SIGNATURE Y/N FEE CURRENT Y/N III I 1 111111111' , 11111111 11111111111 1 III1I n IIII1II n 1111111111111111111111 " 11 , 11111111111111111 1111I1I11t lilt III , . II till U I .. I III P I III P ,. " n III Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. SIGN PERMIT Attach (2) sets of Engineered Plans. "**PROPERTY SURVEY required for all NEW construction. I I II II I I II I ~ I I I I I I I I I I I I . II II . I I II . . I II I I I ~ . i I II I I I ~ I ~ I II . I III III II II II11 I II III II I . I I I . I I III I III I I II I I I II I II III II I I I II I I I II I I I I I I II III I II I I i I I I I II Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorIzing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades AlC Fences (PloUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Llcensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the .contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County . TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be Identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: _ Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which Is prepared by a professional engineer licensed by the State of Florida. ..' ., . If the fill material is to be used in Flood Zone "A" in connection With a permitted bUilding uSing stem wall construction, I certify that fill will be used only to fill the area within the stem ~all, . ' If fill material is to be used in any area, I certify that use of such fill Will not adversely affect a?Jac?nt properties. If use of fill is found to adversely affect adjacent properti~s, the,ow.ner may be cited for Violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. . . . . . If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner ~f the permlttln~ conditions s~t forth In this affidavit rior to commencing construction. I understand that a separate permit may ~e requlr~d for elect~lca! work, plumbing si:ns, wells, pools, air conditioning, gas, or other installations not specifically ,"?Iuded. In the appllcatron. A ermit is~ued shall be construed to be a license to proceed with the work a~d not as authon~y !o vlolat~, cancel, alter, or ~et aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II,dlng OffIcial from the~eaftl~~ re uirin a correction of errors in plans, construction or violations of any codes. Eve'!' ~ermlt Issued. shall become, ,"va I uniess ~e work authorized by such permit is commenced within six months o,f permit Issu~nce, or If work a~thor~zed. by . . nded or abandoned for a period of six (6) months after the time the work IS commenced: n ex ens Ion ~::~~m:~~~:~:~d~ in writing, from the Building Official for a period not t~ exceed nin~ty ~90) day~ an: ~\1 ~emo~strate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the Job IS consi ere a an one . NOTICE OF COMMENCEMENT MAY RESULT IN YOUR WARNING TO O;b~EI~P:g~::~~~~~ ~~~:;~~~~TY. IF YOU INTEND TO OBTAIN FINANCING, CoNSULT ~;:';O~I~~NDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE NT FLORIDA JURAT (F.S. 117.03) CONTRACTOR Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as IdentificatIon. OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who Is/are personally known to me or has/have produced as Identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Building Permit Application Affidavit of Intent I, ~\r;y"\ L<.~ , do hereby state that this building Contractor Permit application for ~CtLI )t\.). k~ 0... . is for a Location New customer ~A Act:.\, f"'\ or is a Spec unit. Customer Name I also will have the building permit application picked up within 3D-days of notification that the application is Ready. I can be contacted at 3~ 777 CfigS or Phone .r-\cr'c\2. ~~ CD ~GClf'Y'.. I further understand that E-mail in order to pick up the application and have the permit issued I will need, as a minimum, to bring the Following: 1. Deed showing ownership of the lot 2. NOC or affidavit required by Section 713, Florida . Statutes 3. Utility Receipt or where applicable the Septic Permit from Health D ment Signature: Name:::s2)V"'>~ ~~-"- Contractor No.: 0) 543'1 '" TO: 7970989 P:]/10 APR-24-2006 08:26 FROM:SUN&PHX POOLS 3525409422 .. "'~' ! - ......... ~ .\\""-,",,fI" , .' _-....,~I ....---------.-.---.,.........--.---.--.- - . I I I ! ;1 MAP OF SURVEY S&CTION 03. TDVNSHIP 26 SOUTH. RItNGE 2l EAST.. PASCO CDUNTY FLORIDA \ 1 J::IDIQ!. J. /Ii 8.a"/"Q of S20'3!J'tu"C "QS Qss/J/'ltl'd along -tiJ~ c.-"'tffrl,,,. of' NQf"'U> I..kae IIrlve.' ~. ,-"pdl t:I.#.::rlp't/on ob1:4/nqd FrOl'l cUe"" ..J .~~ ~~ ~ G; 'ii. It S' 7 I ,1 TRACT 'e \.r ... <( f'.. I?'l ,.J..."l - ~O ~SE ~~O Q~" ~r-Z ~OQ ~e.... ..."l " ~.. _;;:l ~U= !UNPLA 'I1'ED LAND .,,~ ~I \. ~\ ~~ ~\. tal ..-n; PM ;. '\ -;::" ~\ ~' ~~ , .,. COMPLY~\ BUILDING SHALL CITY OF ., ~ ALL APPLlC~LERDINANCE. ZBPflYlUIILLS 0 ~ ~ . ~T PAVF;MtHT ~ . CIKllCTC ~ n6I6 t INr DATA L7 .. 541.07'38'( 11.07'(1)) $41'18'05'[: 11.0e'CH) CiO DELTA ANG~t · 4e.2~D7' j;!AlllU~ II 3::1.00' ARC .. 2B.92' CHORD' !lI. ~e.1D' , CHPRll BEARING" S64'-47'-4i"E: ell JlEl. TA Atd:iLE .. 2Ir2B'34' RADIUS .. 75.110' Me '" 26.80- CHORD ~ 26.66' CHIlRD BEARlNG .. sao-'3'Zl'E \', .::" E(~(f]erJr;1:J! Lot15l5 S'I1EPHEN'S GLEN AT SILvER OAKS PHASE :5 QJiI per map or plat t,h6roof , Pages 1 08 on~ ,1 09, Public Recorda of Pasco County, Florida. -= II> - ~ eo..tudJon, Ino. rllcord(ld in Plot BOOK 48, JJ::!1JJJ!J1. ~DF lUW;>>~ lllIt\IC\' .1'lIIIII2IlNl:~ -'~_IGRWIJO'IN~~1f _ trI ".: ""'-' n..... __ ""~_. IZ1IIIIIMITr- NM1 MftIEIf JJ!t6I!!JII -.s I: _1IIt1ll__'''.'.... Iw : :...-u: ~ ~ .lilIlfI.~ :~~.= w.~ - . . 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"'~..::Lf.,"="=z- - JllMIIN .y 1WlTJ' CIIJEF QttCKOJ .y w \, :; '~ ~ x 'J ~. )i. ~~ ~ 'f >- \jJ I'.L w -- r, (\11 f \ \.- ......~ ~.;;: ;I r,- ~ "~ ..::; . :-'C), < is ;;,. r-----'----~.-.;------1-------i... i i l ~ ;~--_.-+-.--.-,-i_~-.-l-.---~ ! 1 ; I ; l;,'\l ('1/ \'11i I Xl .xl xli . !:'l; Nl ':-.11 :; ~__,___ ,__.~.. - .. ,:_l..........,,_._~"'''''''--...--.......-.~.....--'...._,....~''"'''''"--~..~ <-~,._"...-...-~--_._._.._"::'::;.._---~-<-~--~ ~ r;:~ i I" !~ i 'Jl ~-r~.:~--~.~~-.~-~.~--,.~ , I . . l . i ! ! ! LX,? ~ , , ~ -----~---'..-,-".........---:t"'~~...--..-~'-c".,....... ..,........~ , ! X"Z": , ; ~: ? ~Itlt. I 1 1 II!'. 'v' I ! J I I; I r ,,, ! I l , : \....1 I i a ! [_ ~ ~ I., , ,,', ..J, j-t--L:";t7' lS I. - -r-- 1. ~ '7 -' \ j I; ! i : i ~ I fit! i I 1 ! f ~XZ., I; f j :,~. ~, t ~- ~'{\: ! f !;{(! L_~4-_,",..~..--....t 1 f I-, xz, ; ~ i . i 1 ; E . ~ ~ f? ~ l--+"---'-"-~ [ i 1;)("2, , ~ "'; ! ~ i f } t I y', r , ~1;S !~i.~..!~ ~...........~".._-- ~ LX-z.' L___~____~_____-_l"____....__._ ~--' , i i ! ; , I ~ L---+.__~__~.___~.L,_~.___ <.,xz I '-J'J" r-~11 I "'--. ~ " j i.- I, ;,\ ;. , :.< j :X .>< 1 I t.J~ ~: Ni ~ ...... !: \ ~ F---.~"-~1-'-'--'_.'-"--'-' ~~.~...._.-..~+.._~._,-~--, \lQ ; i I I r I L._.".._-_._~.L...~~.____._L_~___.__t,_,.~__=__l ~ -'1 i: ..?"- \1} '\_.j SECTION 1 SCREENED ENCLOSURES Table 1_1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30..30'~0" North (Jacksonville, FL) Tributary Load Width W' Beam Spacing Hollow Sections 3'.0" 4'~" 5'-0" 6'-0" I 7'..0" 8'-0" I 9'-0" Allowable Span 'L'I bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-10" b 8'-7" b 7'-8" b 6'.11" b 6'-6" b 6'-1" b 5'-8" b 2" x 2" x 0.055" 10'-9" b 9'-4" b 8'-4" b 7'-7" b 7'-1" b 6'.7" b 6'-3" b 2" x 3" x 0,045" 13'-4" b 11'.7" b 10'-4" b 9'.5" b 8'-9" b 8'-2" b 7'-8" b 2" x 4" x 0.050" 14'-8" b 12'-8" b 11'-4" b 10'-4" b 9'-7" b 8'-11" b 8'-5" b Tributary Load Width W' - Beam Spacing Self Mating Sections 3'.0" 4'.0" I 5'.0" 6'~" I 7'~" 8'..0" 9'.0" Allowable Span 'L'I bending 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100" 19'-11" b 17'-4" b 15'-8" b 14'-2" b 13'-1" b 12'-3" b 11'-8" b 2" x 5" x 0,050" x 0.100" 24'.9" b 21'-5" b 19'-2" b 17'-6" b 16'-2" b 15'-2" b 14'.3" b 2" x 6" x 0.050" x 0.120" 28'-7" b 24'-9. b 22'-2" b 20'-3" b 18'-9" b 17'-8" b 16'-6" b 2" x 7" x 0.055" x 0.120" 32'-3" b 27'-11" b 24'-11" b 22'-9" b ,21'_1" b 19'-9" b 18'-7" b 2" x 7" x 0.055" wI insert 42'-10" b 37'-1" b 33'-2" b 30'-4" b 28'-1" b 26'-3" b 24'-9" b 2" x 8" x 0.072" x 0.224" 41 '.7" b 36'-1. b 32'-3" b 29'.5" b 27'-3" b 25'-8" b 24'-0" b 2" x 9" x 0.072" x 0,224" 45'-1" b 39'-1" b 34'-11" b 31'-11" b 29'-6" b 27'-8" b 26'-1" b 2" x 9" x 0,082" x 0.310" 49'-8" b 42'-11". b 3S'-4" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b 2" x 10" x 0.092" x 0.369" 59'-8" b 51'-7" b 46'-1" b 42'-1" b 3S'-11" b 36'-5" b 34'-4" b Tributary Load Width W' - Beam Spacing Snap Sections 3'.0" I 4'-0" I 5'.0" I 6'-0" 7'-0" I 8'-0" 9'-0" Allowable Span 'L'I bending 'b' or deflection 'd' 2" x 2" x 0.044" 11'.9" b 10'-2" b 9'-1" b S'-4" b 7'-8" b 7'-2" b 6'-9" b 2" x 3" x 0.045" 15'-1" b 13'-1" b 11'-8" b 1 0'-8" b 9'-10" b 9'-3" b 8'.8" b 2" x 4" x 0.045" 18'.5" b 15'.11" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 10'-8" b 2" x 6" x 0.062" 31'-3" b 27'-1" b 24'.2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" b 2" x 7" x 0.062" 34'-9" b 30'-1" b 26'-11" b 24'-7" b 22'-9" b 21'-3" b 20'-1" b Note: 1. Thicknesses shown are "nominal. industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# I Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8". For beam spans greater than 40'.0" the beam at the center purlin and one purfin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0") span with purfins at 6'- 8" o.c. center pur/in and (2) purlins each side of center purfin need latera' bracing. 7_ Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with W' = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUl.. TANT P.O_ BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4n4 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT. P.E. SCREENED ENCLOSURES SECTION 1 2" x 2" PURLlNS ATTACHED TO BEAM WI MIN. (3) #10 x 1-112" S.M.S. \ CUT 2" x 4", 2" x 5", OR 2" x 6" BEAMS TO SLIDE OVER EACH OTHER 2" x 7" & LARGER PROVIDE GUSSET PLATE (INSIDE OR OUTSIDE BEAM) SAME WALL THICKNESS AS BEAM WALLS OR LARGER (SEE TABLE 1.6) FASTENER SIZE, NUMBER AND SPACING PER PAGE 1-19 (SEE TABLE 1.6) TYPICAL SIDE PLATE CONNECTION DETAIL MINIMUM SPACING (PER TABLE 1.6) (SEE SPLICING DETAIL PAGE 1-17) SCALE: 3" = 1'-0" CUT 2" x 4",2" x 5", OR 2" x 6" BEAMS TO SLIDE OVER EACH OTHER 2" x 7" & LARGER PROVIDE GUSSET PLATE (INSIDE OR OUTSIDE BEAM) SAME WALL THICKNESS AS BEAM WALLS OR LARGER (SEE TABLE 1.6) 000J1f o d' 0 0? 0 jii'000 FASTENER SIZE, NUMBER AND SPACING PER PAGE 1-19 (SEE TABLE 1.6) ALL GUSSET PLATES SHALL BE A MINIMUM OF 5052 H-32 ALLOY OR HAVE A MINIMUM YIELD STRENGTH OF 23 ksi TYPICAL SIDE PLATE CONNECTION DETAIL - MANSARD ROOF SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4n4 FAX: (386) 767-<;556 @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, PE. PAGE 1-17 SEctiON 1 2" x 4" OR 2" x 6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2" x 2" WI #10 x 1-1/2" S.M.S. @24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST WI (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLlNS TO SELF MATING BEAMS WI (2) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) '" SELECT FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6 & 9.5A OR 9.5B) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE 1-8 @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREEN 1" x 2" O.B. BASE PLATE (TYP.) SECONDARY 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN WI #10 S.M.S. (SEE SCHEDULE NEXT PAGE) CONCRETE ANCHOR (SEE SCHEDULE NEXT PAGE) NOTE: DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. COLUMN CONNECTION SCREEN CONCRETEANCHORTHRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 3000 P.S.1. CONCRETE SCREENED ENCLOSURES 2" 5d (MIN.) (MIN.) SIDE VIEW ~ 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE #10 x 3/4" S.M.S. EACH SIDE (SEE SCHEDULE NEXT PAGE) 5d* MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 "5d DISTANCE 1/4" 1-1/4" 3/8" 1-7/8" GRADE ---- :\ 0"<1 . ".,d <1 ...do 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN (2) #10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGLE 1" x 2" BASE PLATE (TYP.) 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" .~ . " 4 ". . NOTE: FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. <I 6" (MAX.) , 6" (MAX.) Lawrence E. Bennett, P .E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4TT4 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 1-50 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES SECTION 1 ~ -" (5) #10 S.M.S. (MIN.) 1/8" x 1-1/2" x 8" FLAT BAR e e e e e 0.125"PLATE OUT ON 450 ANGLE EYE-BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER e l>- TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3" = 1'-0" EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) #10 x 3/4" S.M.S. EACH SIDE FOR CABLES ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER I \=:: MIN. (2) CLAMPS REQUIRED (TYP.) MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E. 1-41 SECTION 1 SCREENED ENCLOSURES CHAIR RAIL ATTACHED TO POST W/INTERNAL OR EXTERNAL 'L' CLIP OR 'U' CHANNEL W/ MIN. (4) #10 S.M.S. \ I SCREW BOSSES GIRT OR CHAIR RAIL 2" x 2" x 0.044" HOLLOW MIN. CD GIRT TO POST DETAIL SCALE: 3" = 1'-0" CD FOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE BEAM AND GIRT ARE DECORATIVE SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES IF GIRT IS STRUCTURAL AND SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO BEAM WITH 0.050" x 1-3/4" x 4" STRAP AND (4) #10 x 3/4" S.M.S. SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTERED ON THE POST AND HAVE.A TOTAL (12) #10 x 3/4" S.M.S. Lawrence E Bennett, P.E FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 1-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E. SCREENED ENCLOSURES SECTION 1 STAINLESS STEEL CABLE CABLE CLAMP (SEE TABLE) NOTE: SEEPAGE 141 FOR NUMBER OF CABLES REQUIRED 2" x 2" x 0.125" ANGLE 2-1/4" x 1-1/2" CONCRETE ANCHORS (MIN.) DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 28 SCALE: 3" = 1 '-0" I 5-1/2" (6" NOMINAL) SLAB (MIN.) L SELECT ANCHOR FROM TABLE 9-1, MIN. SHEAR 607# FOR 3/32" CABLE AND 594# FOR 1/8" CABLE, FOR 3/32" CABLE (1) 1/4" x 1-1/2" CONCRETE ANCHOR (MIN.) @ 5d MIN. "" 5d (MIN.) " , .sO' ,~,:<~>~~~tN.) ~ :/ \ 2500 P.S.1. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C SCALE: 3" = 1'-0" Lawrence E. Bennett, P ,E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E, 1-43 Feb 07 06 09:53a Sun Pools 813-948-7806 p. 1 BISCOU.... 5:II:REI8 SERVICE,.4 "For A ill Your Screening Needs" AJ.L ~ 736 West For I Oade Ave. · Brooksville, FL 34601 TT', P2y~'f"z. . Pool Enclosures" ,j'Jorches. Screen Rooms. Vmyl 'Windows. . Rescreening of aD :: pes · Custom orders f01' Do-it- Yourseljers · . Aluminum pan roofs ., Carports · Garage Screem · Sell Wholesale · Name:~\',~-_:- ____ City: Address: (Q Cf'Y1 N. ~~I ::,.... . Phone: 8'1 S I/C; 101 'Y Enclosure I Rescreen Mansard J~ Flat Bronze ~ Entire ruuf: ., '&ti Sq. Fl.. _:~ J~~:J5'o,) Window Measurements; Width x flcigbt Entire waDs: (~ Sq. Ft.:::& 152LJ'o\) 1. J: Aluminum Ro~fing: Elite I Pan 2. x ::J Sq. Ft.' J '51:)...>0 3. .1[, · Super Gutter: 6 Ft. :: . 4. '~;.f. X Kickplllte: Lin. Ft. ,. ~ ~.o~ 5. # Doors: Z 5 I'~ Roof Panel it S Wall Panel # $ Privacy Screen: Lin. Ft. : $ Garaee Screens . ; $ Vinyl Windows J R.evinyl : Charcoll ( :Ilar Sq. Ft. ; S Permit & Fees $ 100 . ..:.::;. Total: $ 'f3Z5'<:lCl {3!! ii,2} 666-0989 Fax: 11[352) 797-0989 .~?. '?;' x 6. 7. 8. x x x Door: Top x Bottom x Notes~ Th. i. n biudir'l: ~0CllnIC'- By sCl\i,,, you .~ lUUbo><iz<II& Oi""..... _'" aIIoul~ .c.... c...L_ ",~I boo nuCiJI.a j.........ildly .114 I :sere... s.rYic;A w. Cannol be I1eI4 ~,.;bJe tOt_ail ~.;.d. L~ hiJ:.l\C'It ralI!: ",UnUhed by t.w ur\l~ .u~i.c. ,:l.~ I ,- ,:1 Signature:$tL'UXtu ' ,; c_ S.....;"".lne. .,,, purd1.1C _ia1 needed toc:ompl)lto d>is c....lXI. in \he unlikolly cVCl1IIMt ""y ....r......cn cu'. ,,"p-omiJe bel_ borh jIUliu will adjwllllc wri........ aei._, Special J c_m _ ~...... _>obI.,;>Ild D~ll ,I.... civcn (rom bu)f\-'" Buyer IllIUS 10 pay for III &oois lUllPIio!d III 1IIt1l1, pis' dlle ~I:I oJ ~Q cloys iIl'. ~j.~' 101 ~r I\...."*"'.~ t., IIft)"/.U.tlDrrl'ftoeyo, ~ i. ....,yb\lmi.,~t.~ ..,~ r(j :r--i ;Ire of~nmI'lt':rion: "/:; 11U(C"()1I~ of Estimate: 2 ~~-O~ , I CK# ie/HI 39';;fd ~3S N~. i:OS J.Nnr05rO 5e5eL5aSE Gt:SB 9BBZ/EB/pB FILUDRAINAGEITREE AFFIDAVIT DADE CITY LAND 0' LAKES NEW PORT RICHEY (352) 521-4279 (813) 929-1266 (727) 847-8126 CENTRAL PERMITTING DIVISION WEST PASCO GOVERNMENT CENTER 7530 LITTLE ROAD, 'SUITE 210 NEW PORT RICHEY, FL ~4654-5598 NOTICE Under Section 700 of the Pasco County Land Development Code, all new residential construction or substantial improvement thereto within the 1 OO-year flood zone must have its lowest habitable floor or, when applicable, its lowest supporting structural member elevated in accordance with approved construction standards to or above the base flood elevation plus one foot (1') free! board. All new nonresidential construction or substantial improvements thereto within the 100-yearflood zone must either have its lowest habitable floor, or when applicable, its lowest support structural member elevated in accordance with approved construction standards to or above the base flood elevation plus one foot (1') free board, or must be flood-proofed to or above the base flood elevation plu~ two (2) feet in accordance with approved construction standards. . In accordance with the stormwater procedures manual, prior to constructing a structure on one upland acre or less, or within areas which have experienced stormwater flooding concerns, the applicant shall be required to provide an engineered lot grading plan with the Building Permit application that does not create any adverse impact on adjacent or off-site properties. An engineered lot grading plan (two sealed copies) shall also be required to be submitted for accessory structures which produce impervious area in excess of 500 cumulative square feet and are located on one upland acre or less. These permits include additions, pools, slabs, etc. In addition, the driveway connection with a site plan shall also be shown and reviewed as part of the Building Permit application for new! residential units. Site plans shall also indicate all existing trees, and trees to be removed. ' Any parcels affected by EI Nino (1998) or the 2003 Spring Rains, will be subject to the following conditions for any new or replacement structures: 1. Location of the property and proposed structL;r0 on a SWFVVMD contour elevation map. 2. Drainage basin delineated. 3. Statement as to whether or not fill is to be used. In the event fill is used, the plan will need to be signed and sealed by a Florida Registered Engineer. The fill will also need to be compensated for in the same drainage basin. 4. Proposed finish floor elevation. Prior to release of the Certificate of Occupancy or final inspection where no Certificate of Occupancy is issued, the developer/owner/builder shall execute an affidavit, provide an as-built survey prepared by a registered surveyor and mapper in the State of Florida of the lot and the driveway construction, and return same to the Central Permitting Division. The as-built survey shall be in conformance with the approved Stormwater Management Plan and Report. Any deviations from the approved plan must be noted and will be reviewed for compliance with County codes and ordinances. Further, if fill material is to be utilized, the applicant shall be required to submit, concurrent with the Certificate of Compliance, an Engineer's certificate as required by code. Such certification shall be prepared and sealed by a registered professional engineer in the State of Florida, and shall attest that the construction will not create an adverse impact upon adjoining property as a result of stormwater runoff. Check two (2) boxes and initial in the appropriate space: Initial Yh~ Jht o !, the applicant, .!!!!! proposing to I)tiEz~ fi!I r.r;.atl3ri81 in th", 8mour,~ Of g{' the applicant, am not proposing to utilize fil! material. [91' the applicant, am not proposing to remove any trees. feet. D I, the applicant, .!!!!! proposing to remove number of trees remaining on the lot. trees, which will leave L(- ~d . 6 U Date _._~Y(, ~ Signature FILUDRAINAGEITREE AFFIDAVIT DADE CITY LAND 0' LAKES NEW PORT RICHEY (352) 521-4279 (813) 929-1266 (727) 847-8126 CENTRAL PERMITTING DIVISION WEST PASCO GOVERNMENT CENTER 7530 LITTLE ROAD, SUITE 210 NEW PORT RICHEY, FL 34654-5598 NOTICE Under Section 700 of the Pasco County Land Development Code, all new residential construction or substantial improvement thereto within the 100-year flood zone must have its lowest habitable floor or, when applicable, its lowest supporting structural member elevated in accordance with approved construction standards to or above the base flood elevation plus one foot (1') free board. All new nonresidential construction or substantial improvements thereto within the 100-year flood zone must either have its lowest habitable floor, or when applicable, its lowest support structural member elevated in accordance with approved construction standards to or above the base flood elevation plus one foot (1 ') free board, or must be flood-proofed to or above the base flood elevation plus two (2) feet in accordance with approved construction standards. In accordance with the stormwater procedures manual, prior to constructing a structure on one upland acre or less, or within areas which have experienced stormwater flooding concerns, the applicant shall be required to provide an engineered lot grading plan with the Building Permit application that does not create any adverse impact on adjacent or off-site properties. An engineered lot grading plan (two sealed copies) shall also be required to be submitted for accessory structures which produce impervious area in excess of 500 cumulative square feet and are located on one upland acre or less. These permits include additions, pools, slabs, etc. In addition, the driveway connection with a site plan shall also be shown and reviewed as part of the Building Permit application for new residential units. Site plans shall also indicate all existing trees, and trees to be removed. Any parcels affected by EI Nino (1998) or the 2003 Spring Rains, will be subject to the following conditions for any new or replacement structures: 1. Location of the property and proposed structure on a SWFWMD contour elevation map. 2. Drainage basin delineated. 3. Statement as to whether or not fill is to be used. In the event fill is used, the plan will need to be signed and sealed by a Florida Registered Engineer. The fill will also need to be compensated for in the same drainage basin. 4. Proposed finish floor elevation. Prior to release of the Certificate of Occupancy or final inspection where no Certificate of Occupancy is issued, the developer/owner/builder shall execute an affidavit, provide an as-built survey prepared by a registered surveyor and mapper in the State of Florida of the lot and the driveway construction, and return same to the Central Permitting Division. The as-built survey shall be in conformance with the approved Stormwater Management Plan and Report. Any deviations from the approved plan must be noted and will be reviewed for compliance with County codes and ordinances. Further, if fill material is to be utilized, the applicant shall be required to submit, concurrent with the Certificate of Compliance, an Engineer's certificate as required by code. Such certification shall be prepared and sealed by a registered professional engineer in the State of Florida, and shall attest that the construction will not create an adverse impact upon adjoining property as a result of stormwater runoff. Check two (2) boxes and initial in the appropriate space: Initial D I, the applicant, am proposing to utilize fill material in the amount of ~, the applicant, am not proposing to utilize fill material. ~, the applicant, am not proposing to remove any trees. feet. ~ D I, the applicant. am proposing to remove number of trees remaining on the lot. trees, which will leave <~- '-/- ,'" p - -c:"J.Q Date 1111111111111111I1111111111111111111111111111111111I111I1111 2006101823 l/./ ' C(~ n <-reCL- NOTICE OF COMMENCBMENT State of County of //' ,. /.-- ~ /' (l~) (_~'-L\' THB tmnERSIGNBD hereby gives notice that improvement will be made to cartain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Oeser iption of Property: Parcel No. tPJ ~l-;z/ _ (::1/,('(' .- t-'C) CIOri - 4J t' -Y'd & t.. tiE eJ/J K.5 PI/liS: c tJ Ai e t.-,1j fl - ~ #.tJ /I tJ ,(.1 (Legal deser~pt~on of the property and street a 2, General Description of Improvement A-Of)( T/ 0'-./ t: 6 7-u24G L () /__ _2.1. ( ,f:..:trt '" .-r .. L>/~-J-/L ( Rcpt: 999162 OS: 0.00 05/17/06 Rec: 10.00 IT: 0.00 Dpty Clerk 3. Owner Information: Name 4//G/I--IEL- ~ .jJi /lL-.3-fA.JtJ l\ddress tt4't/9 /I(h}T/~C/ 7cJlj .P.R, CitYi?E?//Yi'2#/LL~ State ~L ~~~I Interest in Property: OtJ,uE Ie Name of Fee Simple Titleholder: (If other th~n owner) JEO PITTMAN PASCO COUNTY CLERK 05/17/06 03:2~m 1 of 1 OR BK 699~ PG 1828 Address City State R. Contractor: Name ( L ~,-"c, TlEY~ :; .' ~ / "1 cO ,L.l ::::,./ Address ,37(P:;;'; y?-rl' ~.l / (j I r-j-. / f'" City 7 _.'j ,) , / _ . L--&~.- 1+ y /c /"-' { L~ r- State fe ::: C:} X 5. Surety: Name Address City State Amount of Bond: $ 6. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Ncme Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. <). GXp.irl'1L.i(>n dnt.e of Not.lce of Commencement. (the expiration date ls 1 year fr~m the date of recording unless a different date is specified.) Signature of Owner: ~/~>Pf~I4-..J\ ~(-fl~ ;J- /J7 .',' Sworn to and subscribed before me this .;? _7 day of c'!tui:.--- -1-9 ,..;Jcc t , ~?,t'3.f,( f\~B~ ~S; /" l/ ~. -=-:2!:~~~_. <,<t~~_~~.~.f~- ~ . ~\" (~. ~,.-., e ~:. ,., 51; " - ~ ~ . 'r ....." " ,"~ -'. 00.. J>',. pr :r~'e's- ~ TY __ :)~\~j\~l oS s .l.Ou.c. "t;J:I.I." . '--~:f~~' (: PC9305304$ ?"""' ~ Ruth D Forrester .., ; My Commission DD138462 ,.,...1' E:XPI<e$ A\lgu$t 01 2000