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Home My WebLink About96-5830 BUILDING PERMIT 0 -~ o' CITY OF ZEPHYRHILLS permitN. - 583 - -/3 (813) 788-6611 Date ..? -If -90- ~ ::::,::~j M1r~~!i,7~ Parcell.D. # ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: ()~. Water Meter: T,I.F.'s: Zoning: ~ ~y Code: Description of Work' H. _ /~ ~J)) (/ Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. Inspector Valuation or ~ Contract Price ""f:?--rJr ~-.s --0. (hJ / ~~- Address Telephone# City License Registration # / h l./ Y State Certified License# }k.'&<1' (J a~ "" BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp.Serv. Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) 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. APPLICATION FOR PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER'S NAME /u z:r:j>~ ~ ~7>? .#z?~~ hc~~oocO Oz...../-/ ~C- PHONE 7p" /OJV OWNER'S ADDRESS ~ 7 ,?w .f~c JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1. D.' (OBTAIN FROH PROPERTY TAX NOTICE) WORK PROPOSED: ~ew Construction _Addition _Alteration _Repair _Install _Sign -'love _Deaolish PROPOSED USE: _Single Faaily _H/F _, of Units _HID V'Other f~a-n ~('1C- _Swim. Pool ~ _<=<-ercial _Indust. _Restaurant & Health Department Approval DESCRIPTION OF WORK: S~J~ ~L ~G BUILDING SIZE: //J. 6D ~ X . ~ J 1/ :;r-. Square Feet, /0 )- Height RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. BUILDING $ 6 rF cfJZ) ~ PERMITS REOUESTED Valuation of Total Construction _ELECTRICAL _MECHANICAL AKP Service Florida Power Corp. W.R.E.C. $ Valuation of Hechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** ;.::~ CONTRACTOR SECTION COMPANY ~4/ ~~I State Cert. or Regist. , /l..,k 0 oJ ;"J..f?/ City License Registration' /6~ ****************************************** /' F.l.F.CTRICIAN COMPANY State Cert. or Regist. t City License Registration t ****************************************** SiDflllture PLUMBER COMPANY State Cert. or Regist. , City License Registration t ****************************************** Signature MECHANICAL COMPANY State Cert. or Regist. , City License Registration . ***********~****************************** Signature OTHF.R COMPANY State Cert. or Regist. t City License Registration , ****************************************** Signature APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" which laY be lOre restrictive than City regulations. Ihe undersigned assutes responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they .ay 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 lay be cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requiretents laY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. FurtheflOre, if the owner bas bired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor SectionsU of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of uFlorida's Construction Lien Law - HOIeowner's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsWler Affairs. If the applicant is sOleOne other than the "owner", I certify that I have obtained a copy of the above described docuaent and prOlise in good faith to deliver it to the "owner" prior to coaencetent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a perlit and that all work will be perforted to leet standards of all laws regulating construction, City codes, zoning regulations, and land developaent regulations in the jurisdiction. I also certify that I understand that the regulations of other governtental agenCies laY apply to the intended work, and that it is IY responsibility to identify wbat actions I lUst take to be in cOlpliance. Such agencies include but are not lilited to: t DepartJent of Environtental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater TreatJent t Southwest Florida Water Managetent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways t DepartJent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic lanks t US Environtental Protection Agency - Asbestos abatetent I also certify that, if fill laterial is to be used in Flood Zone "A" or MA,etc.", it is understood that a drainage plan addressing a "coapensating volute" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a per.it prevent the Building Official frOt thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall beCOle invalid unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the penlit is suspended or abandoned for a period of six IOntbs after the tile the lIOrk is c_enced. One 90 day I!Itension of tile, laY be allowed for the penlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each six IOnth period, or the project will be considered abandoned. WARNING 10 om:R: YOUR FAILURE 10 RECORD A NOIlCE OF COMMEMCEJIElft' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEJIElft'S TO YOUR PROPERTY. IF YOU IIft'EIfD 10 OBIAIN FIMAJlCING, CONSULI WIIH YOUR LElfDER OR AJf ATlORREY BEFORE RiCORDIKG YOUR KOIlCE OF CllIIBII . JOIIS UIlDIR 12,500 II VILIJIl 00 IOII1E1D fO RECllRD~-- jISNAIURE: COIft'RACTOR STATE OF FLORIJIA---.. coum OF 'r o-d..AoA::? The foregoing instrument was acknowledged before me this r- / y , 19 j b by STATE OF FLORIDA~ coum OF . 'j---I ~ The foregoing instrument was acknowledged before me this .3- - / if , 19 j b by to me Qr who has -:L8"~ - a identification a who did/did not take 11 oath. :J1 a )Ih. I (Signature) /n!1 ::1- (Name Typed, Printed or iiamped) Y NOTARY PUBLIC who i~~~O me or who haB produce as identification and who did/did not take an o~th. "-11 a JU ~ (Signature) /Vol>. ~ . f( ""~ (Name Typed, Printed/or Stamped) NOTARY PUBLIC i~I" NInoy A. MoIJ&.' ",': :*E MY COMMISSION # CC5:!/Y', <,; :..= w.h.......21 .. ....,~: .-....., .'" '~t,9t~~..:- BONDED THRU TROY FAIN l~::;:-:,!',:, l' ,OIl' Nancy A. Moody ~*: :*: MY COMMISSION , CC534808 EXPIRES ~... . - FebnJaJy 21,2000 "'~ BONDED THRll TRIlV FAIN INSURANCE. INC I I I .:,:j /,.':, _/ ..,- .-... .... ,-' ,~ -.' 0"- oq "" , e~' So r-----~- .- (".3 - 0 N .I l>' ~ ~ 9 (J I /) p- I! I '.}J : : , J '. \.. \./ G. - (ll /'\" ::i 4~ " \+' \ dJ , ( ..I :", N -- - ----G: ~ tCn': /' \ \ /' " /' ;,. ,,/::; , :i ld ! J , J' t?J ,~/ i ".--- 1/-" I , T -J ,I I D ' ! ~~ i; I \ / I \ I :\ I ~. , i : fl l)) I \ . I ~ ", ....--. ~~. Serving E. Pasco Since 1973 I POOL ENCLOSURE SPECIALlSfl 32818 Peachtree Lane · Zephyrhills, Florida 33544 · 904-588-2775 -CONTRACT PROPOSAL ,JAIl. 2>, 1 'j'jo Carport Repair Other Pool Enclosur&"-XX Patio rro -~jUILD A1\JI) INSTAI1IJ (j"\Tl~ T^!TJ.IT1~~ A TJTf'TrnTj1 rJ(i(iIJ F:t\CLnSURE 0.\1 THE ASSOCI A'rTC~! ponL LOCA'L'[.;[) 1'.'1' 3742'0 WEDCEWOOD D~TVE. POCL ENCLOSU1~E WILL m; Ell TL'll '1'0 f~EErp ()l~ ','>:cr,:ED ALl, STATE AND LOCAL, BUILDTNG CODES ,AS PF:i~ Df~A'NING NUMBER '003';)';)6.. rOOL ENCLOSURE WILL SF. BTlTL1' WT'I'F 211 X 9" llF~ ti!S ArTD 2"Xl*" UPRIGHTS. 1VTLL HAVE m'F; j611 [)('cr~ ANF' STX CARLES. TWO 31! X 3" POSTS ,Ol"E NT ".;A8n SND. 'rHE ROOF 1,,!JTLL BE: AN"A" '. F'[~Aij!1'; \!!TTH A 'I' 1<1SE. ENCLOSUHE IS LtO' X bU' AND lU' 0" rr'ALL. ENCLOSURE WILL HAVE SU F1<~i,: GUTTEH AT THE }T01LSr; WITH TWO DOWNSPOUTS. THE 1NALLS WILL HAVE TWO CHAnmATLS AND 'l'TP,; LOW1~r~ 'rHREE FEET WILL HA IfE Fl,orUDA CLASS. BP.CAUSE OF' 'rUE BF.An SPAr ':VE: iNILL liAV!~ '[1(' 'lAVE A1' LFAs'r A FIVE DAY 1\fUTIC['= TO OB'rAJ? THF' 211 XS111p,EA~lS. Pl,F'.ASE EO'I'E THAT FOR Fl,ORTDA GLASS 1'0 BE 0 I fA Ll, YOU NEED TO ^ DD :~290. 0U 'ro THE nn c F~ Rfo~L(' IV. . ~L'lTT S IS N orr. R T;~ r;o n1J<Jm F:D p, ECA rJ .s i'~ ([0" 'T'TlE: HEAT PI THE ,sTHfN!Y!;.... Florida Lie, RX0034241 Color Doors Chair Rail Post k Beams If/ Gutter ;;tf1-- f;'6 Downspouts f ' ~-1.,u1 q Roof AlLAV''1 -,rv-II.~ Height U'. ~/."".JlPf~' Width (7' r Length Kick Plate Florida Glass Screen Pet Door Rescreen Cables Concrete Repair PLOT PLAN & PARCEL NUMBER Address 37420 \vF'f)(:';'1r,Ioon niY(V1<: Name 'VF:i)(:li~\lJnon ~1A]I!(;P T1(H~I.:()'\rr,'l"{~~ A ::;~~nC~TA'l'Tnl.~_ Phone Cou nty PASCO WE PROPOSE hereby to furnish material and labor - complete In accordance wRh above specnlcatlons, for the sum 01: 8 d:;O. (jU ~ EIGII'I' THotLSAJlTD EIGHT JMTDRED F.+-m-_dollarS($___~_ t to be macle as follows: 5\..J<>,;!J'EPu.s IT W J TII T rr E [ill. UiIH;J', DUI,; '1JPmr-c;u [if f! J,;'1' l()[] - AI material Is guaranteed to be as specnled, All work 10 be completed In a workmanlike manner according to standard practices, Any alteration or clevlallon from above InvolVing extra costs will be executed only upon wrmen orders, and will become an extra charge over and above the estimate. AU agreement cont , accidents or delays beyond our control. Owner 10 carry fire. tomado and other necessary Insurance, Our workers are fuly covered by Wo rance, Aut, ate: This r sal may be wRhdrawn by us " not accepted w"hln ~~~ F PRO OSAl. The above price~"sp;;citicatlons and ondh-Io(l~.re ~~s, ory and are hereby accepted. You are authorized to do the work as _. P --.. be 7 0.... -. F1~1 ",...., .... '" ~_Ik~'work allure \0 comply ma~ r&SUn In legal action, Payment any and al ~ n ;67ssary will ,be pa,1d bv I,he, oW,ne" No service ,nor warranty WOkt~ ',',1/' /1/rped,f~1I1 ~inal Jtftt'18nt has been.....~___ DateofAoceptance_~ '3(~~__ _ __.__ .. Signalure ~//.. ",=~-,.L~~~- I)(J? ________.___.__ Signature ....._____..__~_ ~/",(L;h I6.f, -"0> 1KfIW.(/-1- ~ e-<! P'/Jf'? ~ //1 f. ,,~ tI(> 11"'.f(;J -,<<. \b\l~ 10 -.., ~ ""'1 ~ r~ Y:I If" *~ )41.- 'fJ I )-~L pl.Jtht/ ~. ~"'",,,':'- r;[!J( 41. ~.J ,. ... ;)~...) " , jluUt.., " V ~~, cl -- , / · 1 1. -- ~; --- .-~~'--- ~~' , r ~. / :'--"T- / / J. .... ......-> , - , Hl., .;)w,"tr " .. .. La. --- ~ ~ ...,.. ~ ~ ... ~ ~ ~ i El,.L ,~ ~ .\. ,. jJl/Uy" -; -U / '/ ~ - 11 .' r / 11 cpt'V/ -- 4 .. .1 I "" '::: """ "'f...,_,,,,...,..n"'."~""""""I""" '" , '" " "< > / / \ / "'* \ 1~J fl'l}T '"'" \f#!-.f) .. ?'f ~ 7..~ . '1.:j-f ~r i ~ l' 11~- ~ I r I I i I :L ;, (1<: /IXb ~/74-~ PIC 0 I'CJ (:'XJ ;>OOL ~ c::.he'4r:" rc>t1E' : 141 n ($..E tubC>/:J ", "/1/"1< !fc'n"t; 0 tv" ~7Lf AJ',j' ec:.//f:-,n'ov #c, 7 ? ~.2() (L'C'46c-~{.,v.{) ~ 2~/.'1 r:-L '7.'1 (: i C' S' () ;?/.' jlA-Lu/t} AluN,,VJ,'Y /1.1/. j))l c.'X?]~' ).)'-1 \,'(1.1 r',j';f' )77 J ~:~'J1'j k OO]??G " .1 II ! ~U~NUUVR~ EXmUS~ONS ~D CHARTl ~i .i 1;1 t, ~ DESCRIPTION ---1 WT/FT C::A~~.rWALL~ FLGE t-:J ALLOY II STRUCTURAL ITEMS DESCRIBED (A) 1 x2 OPEN BACK 0,276 0,2-30 0,044 0,044 6063- T5 B 1 x3 OPEN BACf< 0.384 0,320 0,050 0.050 6063- T5^- C 3x2 PATIO BEAM 0,681 0,579 0,050 0,050 6063- T5 D 2x2 PATIO BEAM 0,518 0.441 0,044 0.044 6063- T5 2x2 SNAP BEAM 0.542- ------- 0,041 0,041 6063- T5 E 0,461 F 2x3 PATIO BEAM 0.681 0,579 0.050 0,050 6063- T5 G 2x3 SNAP BEAM 0,680 0.578 -~ 0,045 0.045 6063- T5 H 2x4 PATIO BEAM 0,799 0,679 0,050 0,050 6063- T5 I) 2x4 SNAP BEAM 0,786 0.668 0,045 0,045 6063- T5 J 2x4 5MB 1,008 0.857 0.044 0.135 6063- T6 (K 2x6 5MB 1.342 1.141 0,054 0.135 6063- T6 (L 2x 7 5MB 1,515 1,288 0.057 0,135 6063- T6 M 2x8 5MB 2.147 1,826 0,072 0,224 6063- T6 2x9 5MB 2,317 1.970 . 0,072 N 0.224 6063- T6 0 3x2 POST BEAM-' -(T800 '--~~ -^.-... '---,-- 0,070 6063- T5 0,680 0,070 P 3x3 SCALLOPED TUBE 0,596 0,507 ,045-,078 ,045-,078 6063- T6 Q 3x3-0,093 TUBE 1.256 1,068 0,093 0,093 6063- T6 R 3x3-0,125 TUBE 1,691 1,438 0.125 0.125 6063- T6 ,S) 4x4-0,125 TUBE 2,279 1,938 0,125 0.125 6063- T6 ----..-- '-------- L--.__ L-.__.._ l..._____ ANGLES DESCRIBED -- (AA) 2x2x.125 ANGLE 0,569 0,484 0,125 0.125 6063- T6 AB 2x2x,093 ANGLE 0,427 0,363 O~b93 0,093 6063- T6 AC 1 x1 x.062 ANGLE 0,141 0,120 Q062 0,062 6063- T6 ~AD lx2x.062 ANGLE-- 0,214 0.182 -Cf062 0,062 6063- T6 1AE 1 x3x,ll 0 ANGLE 0,323 0,275 0,070 0,070 6063- T6 -- RECENING CHANNELS DESCRIBED 1.5x2,125x,062 0.362 0.308 0.062 0,062 6063- T6 1.5x3.125x.062 0,438 0,372 0,062 0.062 6063- T6 1. 75x3,23x.11 0 0.834 0,710 0,110 0,110 6063- T6 --.-- SUPER GUTTERS DESCRIBED 4"x4" EXTRUDED '-- 1.270 1,080 0,070 0,070 6063- T6 4 x5 EXTRUDED- 1.358 1,155 0.075 _1 0,075 6063- T6 ADD .. ~ ALUMINUM STRUCTURES MASTER PUN EN<>>mN1 NC, @ COPYRIGHT AL, INC, 1994 . " . ~._ .::r .. ...'::' ~. ..< . a, .;~,"" ... .;~'+;j;" ,.... ,. ~1~~. '~ ." '_.' 'tiJB,d,i, ". I'" ":;I'.~~;,":\.,';i'"'''''.''' JlI'i"M:.T'I;~,t,!,o. 'rif.J!,~ ,; Jill "'"~, ~ ,... _",'H_,' . r I..,.j i$.~.ff'. , I I: I I I t"'( ",{~\, .-, ,I ,:', .: ~ i; :~L\~+Lt:.i'l ." ~1 171 [;~~ ''.,- / CHAMF U, TO CLEAR SCREEN [ ~oooo //- L.J 0 /0 /;; y .!".~ ~ -r-~.. - . \"'" // DETAII~ 0 ~. ;; ... ;Z Ls~~M~_!~ ~~~~N~ CON~~Ec:<T~ON DE~.~~~~~.J ,I ACINi ill {WI iN ',iNI W (NJNO! ii! Ii' IW\N ,'J" GUSSET THICKNESS MUS I iJE GREA IER OR COUAL TO WALL IHICKNESS RFAMS 5HO~N ARE SCALED A5 A 2x9 5MB o 111m IJ[ AM:; AI?[ SiMl1 AI? TOTAL FASTENERS BOTH SIDES 0 .. 0" 1;e;#-;O;~S 1 N~. ~~I :: :' ::~ :~: t ::n(~1 ~;~: ;_~~~:_~~~~ ~~~=t_:~ - j BEAM SIZE 2x4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB BLAM SIZE TOTAL FAS1ENLRS BOTH SIDES "0" "b" 7,4 5MB 16 eo #10 SMS 14" 2x6 5MB 24 eo #10 SMS 16" 2x7 5MB 28 eo #10 SMS 16" -JT 2x8 5MB 40 eo fO SMS 20" .32 eo 12 ;~i~~ ~_.lg:: 2,9 5MB 40 eo fO ,32 eo 12 BEAM TOTAL FASTENERS SIZE 80TH SIDES 12'4 S~~B . 1_~_ ~~-_~~~-;M~ 2,6 5MB 24 eo #10 SMS r--'---~--- ---.------.~--~ -. ~;~~- ~~: ~~-~~~.#1~~M~~S~.. I 28 eo # 1 2 SMS f- ------ --------------. ..------- l_~\~) ';MB ~g:;Jltt~~ ~._____ BEAM TOTAL FASTENERS SIZE BOTH SIDES 12,4 SM~I 1~ eo #10 3MS [~~'-6__.~~ r ..~~~~O=~--;~-~M~~ , :,,7 5MB, :'8 eo # 10 SMS I:.': :~[ !r::nn~:.----- l .~~~~~~I____ _~~~_~?~~H_,~~) _ ~_~~)_ UISI 14>.. ~'~,' t~ u__ 6" ~1~..6".~ " "r:' . :: i .~..~ _:;' I ~;!.ni "0" " L~" - /--J;:ln"~1-- '~'-..~'~ o 0 0 0 0 0 0 0 00 _____t-...... 00 .-- ............... -~ ~ .~ // [~r:~r;R~~-~E_~-;~AT~ ~ V/// \/ \// ~\, \ F.'.............:. F ;:; l.... flU Ail (13) ~d-:: ... . 16" I 'nmt''' 20" 6" . ~(o').~.: ~~;_n'l 2,)" to" -. ---.----..... -.---..- /~ / .;f"~>. Sll: / 000 00 I 00 000 0 ~? ~~ L j 0 0/ I ~ /~ '---....J....---....~~~ r-= ~~ I DUAIL (r) I \ \ 0 0 \ 0 0 /' t_i~-~= 100 0 0 ~I: 0 0 0 0 ~: :~; *,;, ;__ : ~n__ ------ "'- ~ ! ,.,~~ <" -~j liE TAIL (Q) A 4"x 125" rLId BAR MA Y BE USED IN'; If AD 01 GUSS[ r PLA rES CA[[[[) (1/1 I WI rli AN APPF?OPRIA TL LENGTH TO AlH)MnDA Tf Tiff R[QUIRfD SCREWS II E ~--==f ~=n_.n. ______n______::=_____=I;:' $.~111 ALUMINiiM-ST/;!./cnJRES :.tASTER I>LAN "",ill!::JJ E~ tIC, ,C) COPYRIGHT AI" INC 1994 ..-..--...----. . .-.- - .... ..... .._--- . .I ' " '>F \f~1'~~; " J 'i~ . " - ' ,+ '-, .,...-- ~..":.r~'~-~:~~:ilXitJIo,...'"",---"" ,'-'~'" ," :,.iiJ::~ _ :11 '.; '. i. i," i!;; . '0 .""..oJ", ,I,.,.;, A'I r'~4~:;_~/- ,'^-",' ,;'~1' , .-.-._.-.-.....~;;.::;-:;-, .....,...:".' --:=:::::,:,,:::~,:,:,"---, , i :1 ::J :I, IP-URUN TSEAM-TO' BEAMCOONECllON-DETAi'Sl TYP, 2 x 2 PURlIN. TYP, OR 3 x 2 (1) - 1i10 SMS OR (2) - liB SMS INTO EACH SIDE OF PURlIN ~ / \ (2) - 1i10 SMS INTO 5MB OR SNAP BEAM - EACH SIDE ...121-=-_EQ_-,,-.-!.]j~~SMS 1_1L",-~ ~1i.!3,_xO~~_ INTO SCREW BOSSES RECEiVING CHANNEL TYP, 5MB OR SNAP BEAM TYP, SMR OR SNAP RFAM 1 1 /2" x 2 1/8" x ,062 RECEIVING CHANNEL wi (4) ,- #10 SMS INTO BEAM & (2) - #10 SMS INTO BOTH SIDES OF 2 x 3 P.B, F ~ / -1 2 x 3 - ,050 P,B. TYP, 5MB OR SNAP BEAM II~ W TYP, 5MB OR SNAP BEAM ( PRIMARY BEAM ) 1 1/2" x 2 1 /B" x ,062 RECEIVING CHANNEL, TYP, 'I " '"'cl" I -+ _.~~ ~;~ II II '1"" ~~~, 2 x 9 _____~~~~~ ~EE SCHEDULE FOR FASTENERS ~M_E!. (2~_:;NAPBEAM - ( PRIMARY,] TYP SUB PURUN.._::..._L~E.s-9NDARY ) ( SECONDARY ) PURUN BEAM #10 SMS INTO PRIMARY BEAM 5 o #10 SMS EACH SIDE OF PURlIN BEAM 3 3 o ._--~---- 2 x 4 5 7 4 8 5 5 6 10 10 PBC --.-.-.-...----.--- ,-. . -.".---_~__._n..___h,. --..----..-.-.__.. .. ____.___._..__...__.. __"_'__.n._.__.~. __.__ .__ ~1 ---t:h~ 'AL-UMINUM S-TRUCTURES - MASTER PLAN ,~ I ~ E~~, @ COPYRIGHT AL, [NC 1994 29/ mrr,llr]rr~7:j'~~~~n"~'~"~ I. -~.. ~ Llh,'.I.hi", ' <;-~:~~.! )/i';;\ ~, 3 ;; ;, '~ ;, .~ iI ,3 ~! ~ ~ :3 }I ~ ~ :I 3 11 a 3 a ;a . ,II a a . it :2 [-----.--- ~I i 1.__________.____ 'W =----.--.---.- ~IDE 'WALL COLUMN TABLE .../ // / NTE / 30" / . 1- I ~ r i I <5 z o c{ Cl. CI) HEIGHT lb -=JL :I::- ---I NTE 72' RIDGED BRACD<<i E:JUtH'lL T I" GABLE MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF - SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH R!:IT EAM ~ t HEIGHT t MANSARD (D) (F) (G) (H) (I) (J) (K) (L) (M) (N) SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 3'.{)' 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'.{)' 8.00 10,83 11,50 13.00 12,83 15,50 X X X X 6'.{)' 7.33 9.83 10,83 11,83 11.67 14,50 19,33 X X X T'{)' 6,83 9.17 10,17 11,00 10,83 13,67 17,83 19.67 X X 8'.{)' 6,33 8,50 9.67 10.33 10.00 12,83 16,67 18,33 X X 9'.{)' 6,00 8,00 9,17 9.67 9,50 12,00 15,67 17,33 X X INTERPOLA liON OK [---'.--.-- -----~---_.__.._-_._] __~ ~~L~_.~ A.~~_~_g ~_ ~~C T I 0 j\j_~_ DETAIL CD f-- TT 1/1.' REt;01NG alAHNEl. NIN. -r 'III 4 "0 5-.5 1,/ Fi ~Oll ~ASl!MHO Z "0 _ , 1/2 !1fI,N' Oll ,. SlI:l1ONS '"mllOR "U. alAHHEl 'II/ 4 "0 _ EXTERIOR CHAIR RAIL CONNECT ION @ INTER lOR CHAIR RAIL CONNECTION @ ALUMINUM STRUCTURES MASTER PLAN ENGII'EERING, INC, @ COPYRIGHT AL, lNC 1994 ;e......"'~.".,.. . ~.,,;ilc~I.';~.'".I.,i lrr~" . .~.~,," - '. _, Jj.lIL,...r.. "-"4"""N""~-'fl<il'''~.L'':.'' , ,.".,--;,...,.',' "",., '''~' lih~" .,.~,.. """d',?h,'..: _ . .'_. J.-,.. .....,. ;r '. _, .i..~ '(..", ':;;' I~TERIOR ~ CHAIR RI'lIL ~ CO~NEC:TION J...l'-,~..:_.j; 31 I ..--- -~ I BEAM TO COLUMN CONNECTIONS Z" x Z" INTERNAL Y FASTENED TO BEAM WITH (2) .10 x 1-112" SMS ALUM, END CAP -,- .10 x 1-112 SMS 6" EACH SIDE OF POST 24" OIC MAX. b liD SHS [ACH 51 DE ? X ~ S M B. ? x ) FB / -,- 2 X 6 5MB, ~; II If i I ...1 Syi 'i >, , 2 X 7 SH B I ~I ~'~i I I 8i1 IE:' ~, 81 I E;' K Itl I I ~! I .-1, ~! . s . C IE .. -',j EI III lEI E ~ I . ~ I-I a1: 2 X B $,MB /2X9 S,M8, < ~5 r----------- I. . . . I I. . . . r------------- I . . . . I I . . . --,- 48 ALUMINUM STRUCTURES MASTER PLAN ENGIt-EERING INC. @ COPYRIGHT AL, INC, 1994 . 2 X 'I SM,D. .. . .......... ....~ . I ~ \OJ i J, ., ~" ". ."~<'''~~...'-~_:..~':i:,-'ff~:7",'," " ", ~~....".,..,'. "~df,!.,. .t}~~ _ _n' _" _"~_: ",' ' ,,' ,A' _",:II"",-..'" -,' _ ~~. -''''-ii_$i)J:li:_;r,~ 1 j;j ,..I ..$j ~I ..I ..../ ~I ~ ;, ) 1 ) 1/ J J J I ] ] I T II I ---.--- ..-------------nm;l BEAM TO GUTTER DET A~L~J -- - 2" x ,075 AlUlA, ANGlE CLIP (1) 0 EACH BEAM LOCATION (2)-110 SMS ---- SEE GUTTER TO FASCIA DETAILS (4)-#12 x 3/4" SMS INTO GUTTER (I" MIN, SEPARATION) 2" 5MB SEE SPAN CHARTS (4)-112 . 3/4" SMS EACH SlOE #8 SMS THRU CHANNEL INTO BEAlA STRUCTURAL GUTTER 2 1/8" x 1 1/2" REC, CHANNEL ,062 -- 2" x 075 ALUlA, ANGLE CLIP (1) 0 EACH BEAlA LOCATION 2" SlAB SEE SPAN CHARTS -- ----- 093 ANGlE SEE GUTTER TO r ASCIA DET AILS (2)-#10 SlAS (4)-110 SlAS INTO BEAM ( EACH SlOE) (2)-112 x 3/4" SlAS INTO GUTTER (," lAIN, SEPARATION) #8 SIIS THRU CHANNEL INTO BEAM STRUCTURAL GUTTER 2 I/B" . 1" REC CHANNEL ,062 -- -... 2" . .075 AlUlA, ANGlE CLIP J (1) 0 EACH BEAll LOCATION ,/ 2" SlAB SEE SPAN CHARTS --I SEE GUTlER TO FASCIA DETAILS .- 2 . 2 INTERNALLY FASTENED TO BEAM WITH (2)-110 x 1 1/2" SMS (4)-#12 . 3/4 SMS EACH SIDE (4)-112 . 3/4 SlA5 INTO GUTTER (I" MIN, SEPARATION) 2 1/8" . 1 1/2" REC, CHANNEL ,062 (-- -- -- --- -- ~ SEE GUTTER TO FASCIA -, DET AILS 2" . 075 ALUlA, ANC.lE CLIP ~ (1) 0 EACH BEAM LOCATION ,/ 2" SlAB SEE SPAN CHARTS DOOR JAlAB IN TERNALL Y FASTENED TO BEAll ~TH (2)-110 . 1 1/2" SIIS ~ "-;,.'- .' -'(4)-112.3/4 SlAS EACH SIDE (4)-112 · 3/4 SMS INTO GUTTER (," MIN, SEPARATION) - 2 '/S" x I 1/2" REC, CHANNEl ,052 NOTE. AL ENGINEERING, INC, OOES NOT WARRANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF IHE EXISTING STRUCTURE'. ~ ALUMINUM STRUCTURES MASTER PLAN E~HC, @ COPYRIGHT AL, INC, 1994 ~5' ~5' 4'5' 4'5' '" i ~ I ! I I 'I f , I i ii iI' I ji 49/ -'-l:P'~._ 1r ~'1~~~U~~_f_ -;0; , J - MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET EXAMPLE: SCREEN ROOF I SCREEN WALLS POOL ENCLOSURE WIND 110 MPH DEFLECTION l/60 < ---------t COLUMN USED 1----------- > I 10 'WALL ROOF (F) (G) (H) (I) (J) (K) (L) (M) (N) BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB 4'-0" 18.42 19.08 19,25 19.25 19,25 19.25 19,25 19.25 19.25 (H) 5'-0" 17.08 17,58 17.75 17,75 17,75 17.75 17.75 17.75 17.75 , 2x4 6'-0" 16,08 16,58 16.75 16,58 16.75 16.75 16.75 16.75 16,75 PB 7'.0" X 15.58 15.75 15.75 15,75 15.75 15.75 15.75 15.75 , ; 8'-0" X 14.92 15.08 15,08 15.08 15,08 15.08 15.08 15.08 ~ I 9'-0" X 14.42 14.42 14,42 14.42 14.42 14.42 14.42 14.42 4'-0" 21.08 21.75 21,92 21.75 23.42 , 23.42 23,42 23.42 23.42 , (J) 5' -0" 20.08 20.08 20.25 20.08 21,58 21.58 21.58 21.58 21.58 2x4 6'-0" 18.42 18,75 18.92 18,92 20,25 20.25 20,25 20.25 20,25 j 5MB 7'-0" X 17.92 17.92 17.92 19,08 19,08 19.08 19,08 19.08 , 8'-0" X 17.08 17.08 17.08 18,25 18,25 18.25 18.25 18.25 , 9'-0" X 16,42 16,42 16,42 17.42 17.42 17,42 17.42 17.42 .: 4'-0" 28,08 28,58 28.75 28,58 29,92 31. 92 31,92 31.92 31,92 (K) 5' -0" 26,08 26.42 26,58 26,58 27.58 29.25 29.25 29,25 29.25 2X6 6' -0" 24,58 24.92 24.92 24,92 25.92 27.42 27.42 27.42 27.42 5MB 7'-0" X 23,!'i8 23,75 23,58 24,42 25.92 25,92 25,92 25.92 , 8'-0" X 22.58 22,58 22.58 23.42 24.58 24.58 24.58 24.58 . 9'-0" X 21.58 21,75 21.75 22,42 23,58 23.58 23,58 23.58 " 4'-0" 31,58 32.08 32.08 32,08 33,08 34.92 35.92 35,92 35,92 . (L) 5'-0" 29.42 29.58 29,75 29,75 30.58 32,25 33.08 33.08 33.08 2x7 6'.0" 27.58 27.92 27.92 27,92 28,75 30,08 30.92 30,92 30,92 5MB 7' -0' X 26,42 26.58 26.58 27.25 28,42 29,25 29,25 29.25 , 8'.0" X 25.25 25,42 25.42 26,08 27.08 27,75 27.75 27.75 9'-0" X 24,25 24,25 24,25 24,92 26,08 26,58 26,58 26.58 4'-0" 38,25 38,58 38.58 38,58 39.42 40,92 41. 75 44,25 44,25 (M) 5'-0" 35.42 35.75 35,75 35,75 36,58 37.75 38.58 40.75 40.75 2x8 6'-0" 33.42 33,58 33.75 33,58 34,25 35,42 36,08 37.92 37,92 5MB 7'-0" X 31. 92 31.92 31,92 32,58 33,58 34,08 35,92 35,92 8'-0" X 30,58 30,58 30.58 31.08 32,08 32,58 34,08 34,08 9'-0" X 29,25 29.42 29,42 29,92 30,75 31.25 32,75 32.75 il ! 4'-0" 41.92 42,25 42.25 42.25 43,08 44.42 45,08 47.42 48,42 i (N) 5'-0" 38.92 39.08 39,25 39,08 39,92 41.08 41,75 43.58 44,58 2x9 6'-0" 36,58 36,75 36.92 36.75 37.42 38,42 39,08 40.75 41,58 I 5MB 7'-0" X 34.92 34,92 34,92 35,58 36,42 36,92 38,58 39.25 8'-0" X 33,42 33,42 33,42 33.92 34,75 35,25 36.75 37.42 9'-0" X 32,08 32,08 32,08 32.58 33.42 33,92 35,08 35,75 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE , i r ~ ALUMINUM STRUCTURES MASTER PLAN I I ~ ENGI~ERING INC. @ COPYRIGHT AL. INC, 1994 53 i ,-,- _L.__-:- I ..-~,. _.'. > ",. .~ I ; ~ ....'e ,...."" .. -,.. ,jF i.L '/ ili',-!,,! j' i h J :,;;:C~';:;,,"+ '. :It"" "",H; -.--- ,.,.:..,:..:., ~. . ~.:l: "- .J ,J . tlI 4 ,.. '. ... ,I >> , BUILDING PERMIT 0 -- - :. CITY OF ZEPHYRHILLS permitN. _ _ 583~;l( (813) 788-6611 0- D.to S-f/l-9~ BUI~-- EL~ P~ ::::,~=~e' ~t 0 t?J~a* _ . Parcell.D. # //-;J 4> - ,~/- 00 10 .. / D 1"00 - 0/1 () ~ode: Radon Gas: I A ~t(j~~~~ ,~/6 MECHANICA Sewer Conn Water Conn: Water Meter: T,LF.'s: Zoning: Description of Work NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. Inspector DATE ~()~ Valuation or 'i!:... /J -rJ - 0& Contract Price G?< j S l5.lr-'- Permit Fee 0 . O~_ S;gnaMe ~<t~ :rJtF?_~ Company Address Telephone# City License Registration # ,4.3 / State Certified License# t!.-11 <:!__Oi-.j 473 / BU~ - ELEC~-' - PLU~ ~ - Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Serv. Rough In Meter Can Const. Pole Pool .Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) 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. SI!MTNOLI! "ORM 5ell PROPOSAL O'DONOVAN'S AIR CONDITIONING AND HEATING 6610 16th 51. Zephyrhills, FL 33540 (813) 782-4075 Page No. of Pages I PROPOSAL SUBMITTED TO: PHONE, I DATE: 782-6404 May 12, 1996 NAME: JOB NAME: Kpn Mnwr~y ~amp a!=l lpi"t. STREET : STREET: 38603 8th Av. CITY: CITY: _I STATE: Zephyrhills - STATE: Florida 'I "t.. We hereby submit specifications and estimates for: Estimate to replace present system with 12 SEER Three Ton Ruud (10 R.w. Heat) Airconditioning system. One year warranty on parts and Labor. Fiv year warranty on compresser. Price includes thermastat, copper, drain pan taxes one supply duct run in laundry room, and new return. We hereby propose to furnish labor and materials - complete in accordance with the above specilications, lor the sum 01: Two Thousand five hundred eighty ft v~-c1OlIars (S 2,585. ) with payment to be made as follows, Half before starting. In full upon completion of work. All material is guaranteed to be as specified. All work to be compleled in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving exlra cosls, will be executed only upon wrillen orders, and will become an e'Slra charge over and above the estimate, All I' agreements contingent upon strikes, acci ~ents or delays beyond our control, This proposal subject to acceptance within - - 3 0 - - - - - days and is void thernfter at the option of the undersigned, ", ,/:: ~1f/~ ....ho,~d _,,,,,,,, ~ /. /./~ _ ~ ACCEPTANCE OF P OPOSAL 7f~ Signature The above prices, specifications and conditions are hereby accepted, You are authorized as outlined above, ACCEPTED: Date Signature .. '. .. APPLICATION FOR PERMIT CITY OF ZEPHYRBILLS BUILDING DEPARTItENT OWNER'S NAKE !\ f /) /VI {J ~7 II ( OWNER'S ADDRESS 3 ?f h 0 J y~/; A v , JOB ADDRESS J 7f r; 0 '7 yrt, A v _ 2 ~ ~ V r A" / / 7 ~ *LEGAL DESCRIPTION: LOT(S) II 1 /2- BLOCK...Ld..S~DIVISION PB I ) P6 s+ ..JL.......ARCEL I. D. t 0- Zb - zf - Q() 10 - / fJL!{)() - oIL 0 (OBT-\lll FROH PBOPIlI\TY TAX NOTICEl ~ WORK PROPOSED:_New Construction _Addition UAlteration _Repair _Install PHONE ,~>~) -6Lf~ Cf _Sign _Kove _Deaolish PROPOSED USE: LSingle Faaily _KIF _' of Units _K/H _ec:-ercial _Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval -..J- DESCBIPTION OP WOBK: I( e Ill', e 1/ ;./ (,? /} d ' 'i ; 0 /I ,'''J ~ ?: c ~ ,",o-z/ - BUILDING SIZE: X Square Feet, Height RESIDERTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL -1fMECllANICAI. AMP Service Florida Power Corp. W.R.E.C. $ J--Jr; f{ 5 Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CORSTRUCTIOR: _Block _Fraae _Steel Other FDlISHED FLOOR ELEVATIORS: FT. IS PROJECT IN FLOOD ZONE AREA? ...............*************************** YES NO , /' CONTRACTOR SECTION BUILDER COMPANY State Cert. or Regist. , City License Registration , ****************************************** Signature ELECTRICIAN COMPANY State Cert. or Regist. , City License Registration , ****************************************** SifllUlture PLUHBER COMPANY State Cert. or Regist. , City License Registration # ****************************************** Signature MECHANICAL L. ~'--~ r /) ( COMPANY .t//--tOV'4/1 ;/ ~ St te Cert. or Regist. * ~ ty License Registration , ***********~*********.*..***..*..****.**** Signature OTRRR COMPANY State Cert. or Regist. , City License Registration t ....*.*...*******...******.*.*. Signature **. /' //" APPLICATION APPROVED BY f ---~"., "---..- ,,- PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands tbat this perJit lay be subject to "deed restrictions" which tay be lOre restrictive than City regulations. fhe undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, tbey lay 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 lay be cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requiretents tay apply for tbe intended work, they are advised to contact the City of Zepbyrhills Building DepartJent, (813) 788-6611. Furthertore, if the owner has bired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, ratber than the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perJitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HoteOIDer's Protection Guide" prepared by the Florida DepartJent of Agriculture and Consuter Affairs. If the applicant is sQleOne other than the "owner", I certify that I have obtained a copy of the above described dOCUJent and prOlise in good faith to deliver it to the "owner" prior to COllellcetent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify tbat all the infor.ation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has c08enced prior to issuance of a perJit and that all work will be perforted to leet standards of all laws regulating construction, City codes, zoning regulations, and land developaent regulations in the jurisdiction. I also certify that I understand that the regulations of other governtental agencies tay apply to the intended work, and that it is If responsibility to identify what actions I lUst take to be in cOlpliance. Sucb agencies include but are not Iilited to: t DepartJent of Environtental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater TreatJent t Southwest Florida Water Managetent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways t DepartJent of Health & Rebabilitative Services, Environtental Health Unit - Wells, Wastewater TreatJent, Septic Tanks t US BnvirODlental Protection Agency - Asbestos abatetent I also certify that, if fill taterial is to be used in Flood Zone "A" or "A, etc. " , it is understood that a drainage plan addressing a Ucoapensating volute" will be subtitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a per.it prevent the Building Official frOt thereafter requiring a correction of errors in plans, construction, or violations of any code. Bvery perJit issued shall beCOle invalid unless tbe work authorized by such per.it is cOlleDced within six IOnths of issuance, or if work authorized by the perJit is suspended or abandoned for a period of six IODths after the tilE! the work is c~enced. One 90 day extension of tite, tay be allowed for the peIIIlt with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each six IOnth period, or the project will be considered abandoned. WAIUIING '1'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMElICBMEM'f MAY RESULT IN YOUR PAYING TWICB FOR IMPROVBIIElft'S TO YOUR PROPBRTY. IF YOU Ilf'fBIfD TO OBTAIN FINAlfCING, CONSULT WITH YOUR LBIfDBR OR AN AnORNBY BBFORE RECORDING YOUR NOTICE OF COMMEf!9MBlf'f. JOBS UNDER $2,500 IN VALUE 00 NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCBMElf'f". ri11:'/Iffn, ,tJj-~ /" ' ... ~tlt /- ~~'~ ...--- j /04A -= / t/: *' SI~OO6 011 J / 'SIGllIUBE: IIJIlCtOII ' STATE OF F~IDA coum OF S6 () The foregoing instrument was acknowledged before me this/jAV /~ __~ 19~ by / STATE OF FLORIDA coum OF Pasco The foregoing instrument was acknowledged before me this May 13 , 19~ by 'Rnhin '-T.~e Silverest (Name Typed, Printed or Stamped) NOTARY PUBLIC who is personally known to me Qr who has produced /<i. ~~ L. i(.... as identification and who did/~ ~~~~"ff' IA~ 0 P~~/2zT (Name TyPed, Prin d or Stamped) NOTARY PUBLIC """"~"" JUDY 0 p,ant.>e'l"l' "'~I:.~'~ . 1Wl;I"" ~*! :*~ MY COMMISSION' CC3694511 EXPIRES \~. rif."i May 31.1998 ...')fR....~'f-... BONDED THRU mY FAIN INSURANCI,INC. , t"U' ~'J:.:l:-" ROBIN LEE SILVEMST :"'~ MY COMMISSION' CO .-4 W EXPIRES: DeoembIr 14, 1117 ~ IIot*I TIIIu ....., NIl INIIWIIII