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HomeMy WebLinkAbout94-4429 .~''''''''' BUILDING PERMIT Permit N~ CITY OF ZEPHYRHILLS (813) 788-6611 _ 4429,8 /1- /- 91/ /" Alf) ".u""" ".. ----........ (/~UILDllliY Date E~ P~- M~. Sewer Conn Water Conn: ::~:;:,~,:~:;9fsr-~~LJ~/ Parcell.D. # Water MJ!ter: T.I.F.'s: Zoning: Description of Work FINAL /' NO OCCUPA CY BEFORE C.O. /0 ,r5/7~ Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordarce with City Codes and Ordinances. DATE c.o. _ DATE Inspector Permit Fee Signature Company Address Telephone# ~gj(3 2")0 C)Y49 Valuation or 42 ~ 'f? 1- ~ Contract Price. /. City License Registration # ~i) ~tate ce'~;: a /feQ ,S-D.tl31 ~- /.- ~ BUILDIN EL PL MEC Tp. Serv. it.. Rough In Meter Can Const. Pole Pool Pre-Meter Final FRM. Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final ~riVeWay pAfL1"'lAt..- 11-'-I..Cjej tt...C- \1 -61' ~ l.{)~ 11..-7-614 J.Q. 1/,. O~~lf iv tJ 0 REINSPECTION FE~hen extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 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 PERHIT CITY OF ZEPBYRBILLS BUILDING DEPARTHERT /'C' -<9- ?-Y'I I,r l7 0 'F 1-1 rn /-=p, 00'-"..\ eVOO<D PHONE f,9t:J 65()6 '-DO? .:~ {-/,l {S s35((O J.-.c? 04/ OWNER'S RAIlE Gt.o~G,e d- mf1G 'Tf\'/LDrz OWNER'S ADDRESS '3 7 ~ 5 I JOB ADDRESS '3 Cj fo "'5 ( LEGAL DESCRIPTION: LOT(S) yY) e'/;1 POW .vvooD BI..OCIL..--.SUBDIVISION PARCEL I. D. # (OBTAIN FROH PROPERTY TAX NOTICE) WORK PROPOSED:~ew Construction ---Addition ---..Alteration P.epair _Install _Sign ---Kove ----PeIIOlish PROPOSED USE: .JQ.Single Faaily ----1J/F _' of Units ----1J/H _ec-ercial _Iodust. _Swia. Pool _Other ---.,;Restaurant Ii: Health Departaent Approval DESCRIPTION OF WORK: C-. Q A'i G BUILDING SIZE: {!J (0 X Lj 0 , bQft'D~ r&AfYl R(20c(t0d ?eJ21r1'7vkf? D.t 1I0,T1R.. Square Feet, f!j Height RESIDEIITL\L: ATrACB (2) PLOT PLARS Ii: (2) SETS OF BUILDING PLABS Ii: (1) SET EHRGY POlUtS. COMMERCIAL: ATrACB (3) SETS OF BUILDING PLABS Ii: (1) SET EBERGY POBltS. PROPERTY SURVEY BEQUIRED POR ALL NEW CONSTRUCTION. PERKITS REQUESTED .-BUILDING $ Valuation of Total Construction Rl.RC'I'IUCAL AIIP Service Florida Power Corp. W.R.E.C. --.JIECIIAlUCAL $ Valuation of lIechanica1 Installation -PLUHBIBG GAS ROOFING SPECIALTY TYPE OF coNsnucnoN: ___.JSloclt _Fraae _Steel Other FIllISBED FLOOR ELEVAUONS: FT. IS PROJECT IN FLOOD ZONE AREA' YES NO .......................................... RIJTUlER CONTRACTOR SEcnON' cotIPABY . c:,eec; Ht:~ rzc( t;..)C ~ q1;g State Cert. or _lat. t C'Re 050.:;t?,q City License Registration . #.. 3 ~ . ....................................... Signature Rl.RCTRTCIAIII COMPANY State Cert. or Regist. . City License Registration' .......................................... SilmAture PLmtBER COMPANY State Cert. or Regist. , City License Registration . .......................................... Signature IlECBANICAL COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature OTRRR COMPANY State Cert. or Regist. . City License Registration . .......................................... Signature APPLICAUON APPROVED BY PERHIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this pertit lily be subject to Ideed restrictions I wbieb lily be lOre restrictive tban City regulations. !be undersigned assUIBS responsibility for allpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the OIOJer bas hired a contractor or contractors to undertake IIOrt, they lilY be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the 0IIIler and contractor lilY be cited for a lisdeleanor violation under state law. If tbe owner or intended contractor are uncertain as to wbat licensing reguirf!ll8llts lilY apply for the intended !fOrt, they are advised to contact the City of Zepbyrhills Building Departlent, (813) 788-6611. FurtherlOre, if tbe OIfDer bas hired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the IContractor Sections I of this application for wbieb they will be responsible. If you, as the OIIIler sign as the contractor, you are indicating that you, rather tban the contractor, are responsible for the wort. If the contractor wishes you to sign as contractor that IlaY be an indication that be is not properly licensed and is not entitled to pertitting 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 1, the applicant, bave been provided with a copy of IPlorida's construction Lien Law - lIoIeolmer's Protection Guidel prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is ~ other tban the 100000erl, I certify that I bave obtained a copy of the above described docUIent and prolise in good faith to deliver it to the "owerl prior to COIIIeDceleDt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforllation in this application is accurate and that all !fOrt will be done in COIpliance with all applicable laws regulating construction, loning, and land develOPElt. Application is hereby llade to obtain a pertit ~o do work and installation as indicated. I certify that no wort or installation has CDleDced prior to issuance of a perlit and that all !fOrt will be perfoned to Jeet standards of all laws regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other govl!l'Ul!Dtal agencies IlaY apply to tbe intended IIOlk, and that it is ay responsibility to identify wbat actions I lUSt tate to be in COIpliance. Sueb agencies include but are not laited to: t Departlent of EnviroDleDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDleDtally Sensitive Lands, Water/Wastewater Treatlent t Southwest Florida !later Managuent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t AllY Corps of Engineers - Seawalls, Docks, Navigable Naterways t Departlent of Health i Rebabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater 'reatlent, Septic ,ants t US EnvirODJental Protection Agency - Asbestos abatuent I also certify that, if fill llaterial is to be used in Flood Zone IAI or lA, etc. I, it is understood that a draiDage plan addressing a lCOIpID8ating vol.1 will be sublitted whieb is prepared by a professional engineer registered in the State of Florida prior to peIlit issuance. A pertit issued &ball be construed to be a license to proceed with the IIOrk and not as autbority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a perlit prevent tbe Building Official fCOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery pertit issued &ball heaIIe invalid unless the wort autboriled by such pemit is co.enced within silaths of issuance, or if wort autboriJed by the penit is suspended or abandoned for a periOd of sillODths after the tiJIe the IfOIt is co.enced. One 90 day extension of tile, JaY be allowed for the pertit with fee ebarge of $15.00. fbe extension &ball be requested in writing to the Building Official. An approved inspection lUSt be logged during eaeb sillODth period, or the project will be considered abandoned. WARNING TO omR: YOUR PAILURE to RECORD A NOTICE OF CCllllllCBIlBN! MAY RESULf II YOUR PAYING !VICS FOR DIPROVIIIIIfS to YOUR PROPmY. IF YOU IIIBHD !O OB!1IJf PIUlCING, COISULf WlfH YOUR LIIDIR OR D AfIOHDY BEFORE RlCOIDING lOOK DICS OF aJlMENCBIlBN!. JOBS '2,500 IN VALUI 00 NOT NEED to RECORD AND POST A INOTICE OF I. ~, ~ SfATI OF FLORIDA COlIN!Y OF 01.1.. S La The foregOing instrument was acknowledged before me this 10 -.;1. I. , 19 q 4 by GQ..~GORY HE.1-J~Y who is personally know.n to me or wbo bas produced t= L- {) L- as identification and who did/did not take ~~ U ~CR0.ill (Signature) DEBBIE A-ROWELL NOTARY PUBLIC, STATE OF FLORIDA (Nue, '.\'wed, ~trr"~~J;:4~t i ; ~ 'J I NOTARY PUBLIC STAB OF FLORIDA coum OF PAScc:J The foregoing instru.ent was aCknowledged before me this to "01- -, , 19..::i::L by GRE60R'7 HE:NK "(' wbo is personally know.n to .e or wbo has produced F L f D L as identification and who did/did not take oath. ~ (Signa ure) NOTARY PUBLIC, S TE OF FLOR My commission expir Mar. 21, 1997 (Nue Typed, Prift~tiklbd~' Sr~.n7 0 2 49 NOTARY PUBLIC GREG HENRY, INC. (813) 856-9448 Te 1 ~:,'phOI'I~2 8718 C~isper Aver'llle Hudson, FL 34667 C: I=( C: ():5 () :2:3 C? (813) 863-1169 1- d. ;.:: WORK AUTHORIZATION WE authorize GREG HENRY, INC. hereinafter referred to ci~ contractol" ~o tn.:;. k c-) f't:~p iJ i 1"':;; to ou f' P f'Cipt01 \. t )i at J~ 1-\ C:;i. d d j"iE"::;;-:;:: b t~ :I. 0(1) " l/j~2 a,c.lrt-~~:~ total CCi':5t of '.'Ioc.k ('-lill bE? ill a_c::c::ol.-c:lanc::(~ !"I:i.th I:;he cil'i,':Jind.l e.::; t i ma. t E:', a I"IY -:;:;L1.I_:! p :I. ;:.:~mi.::~ 1", t oi:l. E~S:, t i Illa t E:':;:; p r-c!p -3. I'~,,:c:l b '/ -i:.l'--I C: c:: 0 1"'1 t f'-3. C -I:; 0 f" d_ nc:i d. ,'i'/ change orders approved by owner(s) and contractor" T hio:: 1.1)0 i" k a. u t 1"'1 U j' :i. ;, at i OI'i'J a 3. oncj V) :i. t h ,1], 1 i:i p P j"CJ ';' t:;.d f~':; to: i. ii'ii:l. t c';:,; ,,;:';i,..i.P p .I. C:-.'ITle 1'-1 t a .I. (-,~',:;i t :i. Hia t (':~':::i, d. nel c h.3. i '\1._) e 0 \' d >:::! r' ';::j I)) i 1 1. con ':;:; tit u_ t (-:~ I:; h (',' c C) n t I' a c::::; I.J.:?.i. ob 1. :i. ':_:1 .:;, t i (J no:;; C.i 'f' "1:; 1"\ (.:.:~ c> 1,\1 rl(.~.:t Y" (~::)) .::-~. f"'l d c (} 1"'1 t '1'" a c: t C) j""' .. WE UNDERSTAND THAT WE ALONE HAVE THE AUTHORITY TO AUTHORIZE CONTRACTOR TO MAKE REPAIRS. I.'Jt:] a c_:.! i"'C:~2 d. i"1~;/ po f' t i on of' I.,)C) f' k ';:;U.c h d. -::;; d f2d uc: t i b 1 E'!-:;;, b c;'1:- t; E~ f'1HC~ 11 t c! E!P f'E:C :i. d.!.; :i. Ci f'1 'J CJ (" a ci d i tic) r-t.::i 1 t.I.JCJ 1-' k .1....l:~:\q U.:.::::"::5 '1:; E.'cl b ~(,. 1..1. ':~i '1 nc} t c: C) '../ c.:~ 'I'"(.')d LJ \/ i l':':::~l...i. I"d. nc: ('::' ',l int.I, ':~;"1:; b 1::0 P .~i. i c! b v U.':;:; un () f" bE':' 'I'D r'(,~ C Liiiq::> J. E: t :i. 01"-, " Our i \"l';::;U_ r'<:lI"IC:~::: i. ':; ..............9\\::-:?_1.B:tk......................_.... ...................._............ 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':::~ ':'"~ t u p d. ~;/ :i. r Ii:; f~ r' 1.'7] .;; t 1:; h 'c.,, C' C0 0 I"l' _,j. t :i. 1....- ,":. /., per' inc)!"i-l;h UI'1-1:; i]' pol iel i.ll --fl...!. 1 J. " T 1'''1 E! 'j'E'P;,l i. f";:;; 0 f' r'L!p 1 i:. C E~ilIE~ II t .3.1..1 t I"'ID l" :i. z cd he: f'C i i"l i",,::: 1 a. t:f::: to c:!~~.ln3. qc~':'; '::.p C'C: :I. l .i. (,;,,::1 i I'l t hi::~ l::~':;:; -I:; i Hid. t i2 3. I'ld c:I Cj ,"\0 t co '-.' ,,:~ f' p l"">':~.'.f2;< i.:::; t i 1'\1,.:1 CD ""Ici i t i 0 fl';:;; J.J n l(;~'::;j .:;; ':::iP L:e i -r i c: d 11 Y 's -1:; at t:)d " rill m.:l -I; ,,01 f" i.J. 1. ~5 '.\! i 11 bu'::;; t .:. I"Jl:i a. i"cl -:;; t DC k U 1"1 1. i:::.~':;:;':;:; D ,/:;j-l (-:~ I'I).I i Sl,;~ ':;;p (;;'C i i: :i. E.?d a i"ld 1)1 i. 1. 1. ilia t c h (?:< :i. '::; t i '''iC:, ina 1.;(.::: 1'" i a],"::; ')):i. t h i I"i 1""C:3. -:,: 0 na b ],,.::' -I:;u1.,::::f"-:;,I"lc~,:: tCI C01Df", -I:;C;<-I:;I...I.i"(-:::, t;]tc:" 'fh (;:.~ CD n t; 'l'a. c t p \" i c (.::: i.::; b a. '::;(-:;"..-:1 D f'I C CHnp 1. '.0' t i Dr", d 1,,1. \'. :i. nq 1'10 1""lna. 1. '/'0 'j' k :i. 1"1') h DU f' .:1 nct oWl'ier(s) ~9ree to provi.de aCC8S-;::; tu the job site a-;::; required lor c omp 1>:::) t i. 0 n 0 f 1."101'" k . (Jl.i-I!'i(::; f" (.s;' '1>::;,1 (::!p h 0 1"1.;2, (':~ 1 E,)>::: t; J'" :i. c.:: i -I:; y d. nd I..')d. -b:.~ c. .:i i"'I.::! to b (:,:~ if,.,. dE-:~ d va i 1. a b 1. i;L' t C) t h E~ con t f'd C to f" . 5 t:)e j"-:,,;C) nn>:,:.: 1 d l...t. I':i. fl':;1 t hi:::) C: C)L.I. i""::;C~ o'j' ',-l!e) f" k " I THAT OVER TO HI RNEY FOR CfJUR.=F-..:::CQS.TS iNCUFl.fffi:i5 FOR THE CONTRACTOR GUARANTEES ALL WORKMANSHIP COVERED BY THIS AUTHORIZATION FOR A PERIOD OF Th1?FE=" \!I::..W((>FROM DATE OF COMPLETION. R '( ...EQfLJ;~Q!~ TB-~CTOR TO"-'f URN" ""(f=ftS.' t1A T TER COL,LECT ION, m~-NER(S)AGR:EETO""ATTORNEY' S f='EES AND SUCH COLLECTION. ~6J ~FPJI CA~Clh"L GH. Jo-~;;t7-9Lf Due to the na.tuf"e 0'( t,I'IE-~ 1..'lof.k.. l'ii...') C:Ui'llp1.t:':tiUI"I d",tc.' i.::;; ':;pc'c:i.'f:i.f:::'ci. a. q I'.'c,,'f,~m;,;,~ 1'1 t ':;i i'll";';,,' b i I'ld i 1''\(:1 on CO 1'1 i.; \"d C t u 1'''. " I..J>::) ',,1 >::::. f" h., _ .i This '~I Day of OWNERS NAME -~/~~Z-e /~~ LOSS ADDRESS ocAO b~ \~ '-/ .. ~ _., 19 90; OWNER X PHONE CONTRACTOR X J2Q,-roo ~ GREG HENRV., INC_ JUJfJI),-;- I I ~tF . 1~V(hll~ iYdj ])2pt-, 53~ g-Jh~f Ch; II ~ 335lfO <:{Sf ~ - 7gg-(P~11 ------ IT'S NOT WHAT WE DO, IT'S HOW WE DO IT. 8718 CASPER AVENUE HUDSON, FL 34667 I.D.# 59-3000514 (813) 856-9448 Initial Insurance Copy Date: 09/21/94 Page 1 ALLSTATE INSURANCE FAX# 848-6127 J-/P96{l,,;J P.O. BOX 2103 NEW PORT RICHEY, FL 34656 (813) 849-3377 Att: KATHY RADER Est. Type: Sink Hole Est. By: GREG HENRY Client GEORGE & MAE TAYLOR 39651 MEADOW WOOD LOOP ZEPHYRHILLS, FL 33540 (813) 788-3508 Acct. 000477 Claim #: 627 052 6079 --------------------------------------------------------------------------------------------------------.---------------------------- W/A It 1: EXTERIOR - GRADE BEAM ------------------------------------------------------------------------------------------------------------------------------------- Line # Description Qty Cost Total TIA 1 TEAR OUT EXIST'G SLABS AS NEED 1.00 r 2 EXCAVATE PERIMETER/GRADE BEAM 1.00 t 3 CONSTRUCT GRADE BEAM, SPECS DEPTH 2', WIDTH 4 REBAR AT BOTTON, (4) 5/8 REBAR AT TOP, (2) ( 5 RUN HORIZONTAL. VERTICAL 5/8 REBAR 2' ON CE 6 HORIZONTAL REBAR DOWELED IN AT EXISITING PIt 7 A TOTAL OF 1.00 t 8 POUR EXTERIOR WALLS W/CONCRETE 1.00 t 9 EQUIPMENT RENTAL 2.00 I l.JOI~k Area Tota 1 ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- W/A II 2: FRONT ELEVATION PH : 92.00 LF, PL : 92.00 LF, AF : 0.00 SF, AC : W: 0' O. 0.00 SF, AW : -----------------------------------------------------------------------------------. Line # . Description Ql:;v 1 REMOVE CONCRETE FLOOR/SLAB INST 4" CONCRETE FLOOR/SLAB PAINT CONCRETE FLOOR/SLAB 2CT INST l.JIRE L;~TH INST SIMULATED GRAY BRICK/WALL R&R VINYL WINDOW SHUTTERS , ..-HllL~ OPTION: INST VINYL SIDING - 368 35.00 35.00 35.00 368.00 368.00 3.00 1.00 SF @ 2.65 2 ..,. -.:. 4 !::I 6 8 l.Jod:: Area Total ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- W/A It 3: SOUTH ELEVATION PH : 56.00 IF, PL : 56.00 LF, AF : 0.00 SF, AC : W: 0' O. 0.00 SF, AW : ----------------------------------------------------------------------------------- (cl Copyright 1991. National Estimating Services (tml Inc. Youn9stown, Ohio )NRY, INC. GEORGE & MAE TAYLOR ~ole 39651 MEADOW WOOD lOOP 1/94 ZEPHYRHIllS, Fl 33540 t~~--=S=i:~----~t ~~~:~~~~~~8____~~-=-~~A 1 INST lIJIRE LATH INST SIMULATED GRAY BRICK/WALL OPTION: INST VINYL SIDING - 224 2 - .::, Page 2 Insurance Copy 224.00 SF 0.50 224.00 SF 2.85 SF @ 2.65 = $593.60 112.00 120 638.40 380 Work Area Total ===) $'7::':10.40 ==================================================================================================================================== \ilIA PH = ~ 4: REAR ELEVATION 92.00 IF, Pl = 92.00 IF, AF = 0.00 SF, Ae = ------------------------------------------------------------------------------------------------------------------------------------ Line ~* Description 1 INST lIJIRE LATH INST SIMULATED GRAY BRICK/WALL REMOVE CONCRETE FLOOR/SLAB INST 4" CONCRETE FLOOR/SLAB R&R VINYL WINDOW SHUTTERS OPTION: INST VINYL SIDING 2 '< '-' 4 ~ 6 W = 0' 0" l = 46' 0" H = 0.00 SF, AW = 736.00 SF, we = B' O. 736.00 SF Qtv 368.00 368.00 30.00 30.00 2.00 SF SF SF SF SET = $ 368 SF @ 2. t-15 Work Area Total == =======================================================================================: ~A # 5: NORTH ELEVATION PH = 56.00 LF, Pl = 56.00 IF, AF = 0.00 SF, AC = --------------------------------------------------------------------------------------- W = 0' 0" l = 0.00 SF, AI4 = 44B Line ~* Description 1 INST WIRE LATH 2 INST SIt1ULATED GRAY ,BRICK/lIJALL .::, R&R VINYL WINDOW SHUTTERS 4 R&R ALUMINUM DOWN SPOUT 5 OPTION: INST VINYL SIDING - 224 Qty 224.00 SF 224.00 SF 2.00 SET 18.00 LF SF @ 2.65 = $ Work Area Total == --------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- 14M I b: LIVING ROOM PH = 56.00 IF, Pl = 56.00 IF, AF = 192.00 SF, AC = ---------------------------------------------------------------------------------------. w = 12' O. l = 192.00 SF, AW = 44B Line # Desc r ipt ion Qty -.----- ----------- 1 REPAIR PLASTER WALL 2.00 HR r',\ INST PLASTER WALL FINISH lCT 128.00 SF ..:.. 3 PAINT PLASTER \IJAL L 2CT 330.00 SF 4 R&R SiC FLUSH DOOR 1.00 EA 5 REPAIR SIC FLUSH DOOR 2.00 HR 6 PAINT SIC FLUSH DOOR 2CT 1.00 EA 7 R&R ALUM STORM DOOR 1.00 EA 8 REPAIR ALUM STORM DOOR 1.00 HR _.J~) Cop~i9~t 1~1, National Estillatill9 Services <till) Inc. Youll9st<*n, ll1io /NRY, INC. GEORGE & MAE TAYLOR ;ole 39651 MEADOW WOOD LOOP ;/94 ZEPHYRHILLS, FL 33540 lial Acct. : 000477 (813) 788-3508 ,--------------------------------------------------------------------------------------------------------.----------------------- Page ":j I nSLll"anCe Copy _ i ne "* Description Qty' Cost Total T/P-I 9 REMOVE & RESET CONTENTS 3.00 HR 15.00 45. 00 ~i45 Work Area Total ===> $514.52 ::::::::::::::::::::::::::::::::::::::::::::::::::::::============================================================================== IIA It 7: DEN IH = 57.00 LF, PL = 57.00 LF, AF = 195.50 SF, AC = W = 11' 6" L = 17' 0" H = 8' 0" 195.50 SF, AW = 456.00 SF, we = 651.50 SF .----------------------------------------------------------------------------------------------------------------------------------- :...ine "* Description Qty 100.00 SF 4.56.00 SF 72.00 SF :"2. <)() SF 1::' . 00 SY 100.00 SF 100.00 SF 28.00 LF 28.00 LF 28.00 LF 1.00 EA 1.00 HR 2.00 HR 3.00 HR 1 INST PLASTER WALL FINISH lCT 2 PAINT PLASTER lIJALL 2CT ..,.. REMOVE VINYL FLOOR ...;, 4 INST SOLID VINYL FLOOR 5 R~I.R CARPET I NG 6 REt10VE CONCRETE FLOOR/SLAB 7 INST 4" CONCRETE FLOOR/SLAB 8 RH10VE BASE t10LDI NG 9 INST BASE MOLDING 10 STAIN BASE MOLDING 11 R~I.R SIC FLUSH DOOR 12 REPAIR SIC FLUSH DOOR 13 DEBR I S RElvlOVAL 1.4 REMOVE & RESET CONTENTS Work Area Total ===: -----~------------------------------------------------------------------------------------ -----------------------------------------------------------------------------------------~ W/A . 8: UTILITY ROOM PH = 28.00 LF, PL = 28.00 LF, AF = 48.00 SF, AC = W = 6' 0" l = 48.00 SF, AW = 224.l)l) ------------------------------------------------------------------------------------------ Line # Descr ipt ion Qty 1 REPAIR DRYWALL WALL 2 PAINT HEAVY TEXTURE WALL/S 2CT 3 REMOVE & RESET CONTENTS 4.00 HR. 224..00 SF 2.00 HR Work Area Total ===) :;:::;;;::=::::=;::::::::::::::::;:::::::::=:;::;:=:::===================;=:==============: 14.00 LF, AF = 12.00 SF, AC = W = 9' 6" 133.00 SF. AW = o = 3' 0" 12.00 SF. AW = o = 2' 0" 12.00 SF, AW = l=1I. 37b.00 : L = 4 112.00 ! L:: b' 128.00 ~ W/A I 9: BEDROOM PH = 47.00 LF, PL = Offset I 1: OFFSET PH = 14.00 LF, Pl = Offset i 2: CLOSET PH = 16.00 LF, PL = 47.00 LF, AF = 133.00 SF, AC = 16.00 LF, AF = 12.00 SF, AC = -------------------------------------------------------------------------------------------- (cl Copyriqht 1991, National Estimating Services (tml Inc. Younqstown, Ohio ,.----------------------------------------------------------------------------------------------------------------------------- .../RY, INC. ,.l1e 194 ,La1 GEORGE & MAE TAYLOR 39651 MEADOW WOOD LOOP Insurance Cooy ZEPHYRHILLS, FL 33540 Acct. : 000477 (813) 788-3508 Qt:{ Cost Total TIA ------ /...ine '"' Description ----------- 3.00 HR 100.00 SF 616.00 SF 77.00 LF 1.00 SET 3.00 SET 3.00 HR ------.. 1 REPAIR PLASTER WALL 2 INST PLASTER WALL FINISH lCT 3 PAINT PLASTER WALL 2CT 4 PAINT BASE MOLDING 2CT 5 R&R FLUSH BI-FOlD-2 DOOR UNIT 6 REPAIR FLUSH BI-FOLD DOOR 7 REMOVE ~ RESET CONTENTS Work Area Total ===) :==:=::::=::::::::::::====:===:=:::=====:=:::::::=::::=::=:=::::==::::::===:=:==:::::::::=: W/A It 10~ MASTER BEDROOM VI : 10' 0" l : II PH : 48.34 IF, Pl : 48.34 IF, AF : 141.70 SF, flC: 141.70 SF, {.WI " 38b.72 Offset . 1 ~ BATHROOM D :: S' 0" l :: E PH : 26.00 IF, Pl : 26.00 IF, flF : 40.00 SF, flC : 40.00 SF, AW : 20B.OO Offset It 2~CLOSET o :: .-,' 0" l : 6 L PH : 16.00 IF, Pl : 16.00 IF, {:IF : 12.00 SF, Ae : 12.00 SF, AW : 126.00 ------------------------------------------------------------------------------------------- Qty l i ni::? 4:\: Description -..---------- 4.00 HR. 520.00 SF 4.00 HR 60.00 LF 1.00 EA 3.00 HR 1.00 EA -..-..--...--. 1 REPAIR DRYWALL WALL 2 PAINT HEAVY TEXTURE WALLIS 2CT :~ REPAIR CERAMIC WALL TILE 4 PAINT BASE MOLDING 2CT 5 R&R FLUSH DOOR 6 REPAIR FLUSH DOOR 7 STAIN FLUSH DOOR Work Area Total ===> -------------------------------------------------------------------------------------------. -------------------------------------------------------------------------------------------. W/A It 1i~ GENERAL CONDITIONS ------------------------------------------------------------------------------------------ Qty Line ~* Description ( \'1: ----------- 24.00 HR 1 . 00 t'l I N 1.00 MIN 1 . 00 t'l I N 1 . 00 E?\ ------ 1 DEBRIS REMOVAL 2 DIRT REMOVAL/LOAD ~ REMULCH PLANTER AREAS 4 REPLACE DAMAGED SOD 5 PERMIT Work Area Total === ::::=::::::::::::::::::====:::=::::::=:=:=::::::::==:=:::::::::::::::::::::::=::=:::::::: Estimate Subtotal :: Estimate Total (c) Copyright 1991, National Estiaating Services (t.) Inc. u__._.__.-...-----.-...,---.--.----~-.- --------- --..- ..______.."".~n_" Youngstown. Ohio (813) 856-9448 'rE:! I f:?P 1'1 0 I'l(:? GREG HENRY, INC. S"718 C~LS~Jer~ Averlt.le Hudson, FL 34667 C: F( c:: () :.:':J () :~:3 .:;;..- (813) 863-1169 I':-a :< WORK AUTHORIZATION lrJf:: 2\ U. tho f' i. ;;:f:? UH.Ef.3 HE1\IH \(. I NC. h E' I'i.~ i. lEi. f t; ,:~~ f' f'I=:!.r f::.' 1" r.'ed t Cl .;i S c: 0 n tea. c t (] 1" 'C U makc~ r'€:!peliT"s to our. Pf'OP€:!T'ty ~lt 1:;11L: ,:tddr'E':'~::;.:::: belcw.l. l'J€~ al;JI'f:~f? tCI'Gal CCl',5t of f.'lor'k VliI1 !:if:: ill a.c::cCli"c:la.nCE? 1.111th I:;hf!:! ol"1i,)in.,:l.l t:::.;:; t :i. mel t E:', a rlY' .::"upp 1 t':.'(liE:~ r, t a 1 f:,:~, t i fila t€:~.;:; p f'E:':p .::ll'c:d by t h c! con t 1",1 c: tor' a nd any' c::ha nq t? (J I"'d(:: f"::; app r'elV E'd by OI.'I!'"I>::? r' (',::;) a. 1"11.::1 I.::: Cln t I'd. C to f' . 'rl.IE:~ I.'IU f' k aut he> i' i ;7. at i ClI." a 1 orl',~.1 I.,) :i. i.; II a 11 a pp ,'..0 ',' ;;2;.::1 E'.,:; t i ina t;€-2~::;, ~;up p 1 €:~ffiE'r.1 tal (:::."i t :i. rna tE!.";, and o::h a j"lq(.? U f'dE? 1"."'; f)J i 11 con':,; I:; i. tu. t(.;: l.;hf2 CCln I:; l'<1":: tU.a.1. ob:l. i. C) a. t :i. on'", (Yi' l:;1'IE.~ DI.'JrK,'['(<",) .:lnd C:CH\!.;f"<:U:.:!:;Of'. WE UNDERSTAND THAT WE ALONE HAVE THE AUTHORITY TO AUTHORIZE CONTRACTOR TO MAKE REPAIRS. 1:../e. a. (.'.I r.E:'f2 ~l ny po 1" t i 0 rl of f.IIO 1" k ''',,'-.I.e h a .:::i c:l€~d ue:: t :i. b J ~::.:::;. bet t E~ r.:liE! [, t d t2P r't?,::c:. i ,:~!.; .i. CHI, o i' add:i. tic) na. 1 \.<JO l~ k r',"~'q U.:.?',:;; t (~d I::i '/ 1..1.";. no I.; c: Cl v H i',::~d by. i 1'1.;:;1...1. r'a. no::: (.:~', Ifll...I.',,:;I:; b ':2 p a. i c:l by '-.I.',:; un CH' t:lI:::d:Clr'c~ c:oHlplE:!t:i.c>r.I. UUI' in',::;ur'arICE'! i':5 .........f1.\.\;?.~.8JI:.. ...................._........... ancl I'if! ,:lut!.IOI':i.ZE'~ thCill tu appl)/ a.ll pr.'oc>::'!I=!c:l'::i e1LI.:;! cont1".::tct;OI" P.::1./,.3.1::i1(::.\ 1...I.ncl,.:':.'1' 01..1.1" pCllicy dir'E~ctlJ/ to contl.'actol' a.nd ,:~rIY mOi'l~q<:~~:IE~ c.:Oiflp~!.rIY naiIIE:d. If OUI' fl.:~iiit:::.::; aT.':;.' :i.l'lc:l.I...I.d(~cl on th,=::! pa'/ir\(:::I'lI.;, 1))(::.' aqi'f:!f:21;CI pl"omptly. ('::.'ndoi"',:;(:! pa.Y'i1iI.,!nt. l'k.~ ~~qr'L\t':: that; arlY p.::i.Yillt::rd;'i:; rlut loa.ck: 1.IJ:i.thii.1 h:'Jrl c:l,,~y.~:; u.f .jub cUiHplc!tior, .:::iha 11 I:J.::? cons i. (jC! Pled el,:::::I. i I.ique Ii:.; a [I'.::! a.9 I'Q(:.'l:;u p 3. :;/ :i. rii;;e~' 1'(;2":; t the:' ('(Jon a. t :I. 1. / ::?>; pC!1" month urltil paid ill .full. .rhE: l"E'p.::lir"::; or. r'~::!plae::E~ih';;2rlt ,1'-.1.thC:II':i.ZE:~d hC.!I'cirl I".::::'latf::! to da.maqcs ~:;;pE:.!c:i.f:i.E"d in the.? e';5tirna'b? and do not CClV':!i' pr'E?-".e:<:lEit:lI'H:.1 cond:i.tiorl':::i I...lnll,j':::;S ~"iJ:)E:!c:ii'ica:l.ly' stated. (Ill ill<:1tcr':i.a.ls f.l!ill be .5ta.rlc:iar'ci .::;tock un 1 f!':;;':;; o t h€.J f'I.<1 i ~3'=:! sp ('::.'c i '1' i E?d a. nel '....J i. 1:1. Hia t ch f:.~:{:l ':;; t; i nq Ilia t C:.' r' i a. :I.~; \,) i t 1'\ i r'f r".c!.::;. ':5ona. b 1.;:':.' t 01 E: r' a no:: E:'~ t CJ c:: 01 Ci f'. t c :<!.;t...1. f' *:::~, c t c: . "1'I-jI;;:.~ contl'.:!..::t pl'ic:~::: i,:; ba.';:;\'?d on cl.Jifipl..::!tion d'..r.r".inq nor-Inal '.>Jolkin\) 1'101.1.1"':,5 ancl owner'(s) aQree to provide acccss to the job site a.s requil'ed fuT" "- ") if I f.J 1 .::.. .1- l' O' '1"\ - '-J.f ' , '-J ,... I.. I'J- II.J 1'\ P f" ( .0- l .;.. t::" ] p,') 1.'\1.') I..' P . ,." 1,,::.',.- .1--. l' r" l' -1-. '. i .'" 1-' d 1.'1" .1" ,:.' 'j.-' 01 ..., ..,.. .I....J ,'.. .:::, l_l J.... l.t I I.. ..1 I.. t... .. ._ ::J , J .... .._ t' ._ I __ 'I ._ _. _ .1 t ._ J ,),:a. ," Q ..,.._ '.. I 1.:_ 1./ J.. ..J t.. (jia(h::~ availablE! to thc: contl'acto!"s p€::r'~:;ol"lr.IE::1 du.I'ing thE' COU\"':,;.;;:' of 1.-<IOI'k. THE CONTRACTOR GUARANTEES ALL WORKMANSHIP COVERED BY THIS AUTHORIZATION FOR A PERIOD OF '''17Ft=" Y/::.'6)((>FROM DATE OF COMPLETION. I l\rTHb_J~YENT THAI-U-BEG8MES--NECESSARY FOR_ CQJ~Tf3.ACTORT.O -TURN' --rHI!?~t1ATTER OVER TO ~RNEY FOR COLLECT I ON, OWNER (S)- AGREET.O- ATTORNEY' S FEES AND COUR1=-~Co.STS INCURRr:::O FOR SUCH COLLECTI.ON. tJ(5J ~p::P}' CA4-PP..L GH)O-~~7-9t..( . .. Due to thE'! natuI'e o.r'Vhe 1.-l!c,1I-k; riLl C::u"I1,pletion d~1te i~:; E:;PE'c:i.'f:i.EJd. I...jo vE.!"b.,:<J a'JI"'(;'Jf::!iH'2nt'::i ar€.? bindinq on cCintr'dctor'. This ~J Day o'f OWNERS NAME/~~~ LOSS ADDRESS ocAo l-;>~If( \ ~tI~ OWNER X V' t 19 q 0; PHONE CONTRACTOR X Cf1Q--roo ~ TO; FAX#; ATTN: R.E: DATE; COMMENTS: FAX OVER SHEET REPAI RESTORAT ON SPECIAlI T SERVIN PASCO SINCE 19 0 A 24 H PROFESSIONAL SERVICE COMPANY · WATER. WIND . .- . ~~.- PAGES TO FOLLOW . :.~.. ...:.:.:.:.._~:.:.__~.:.~=;. .;-;~..::~.._'.::-.-:~:.::'::__~':=:::-:-:.~:'=::""~_:..:.. ~":~'~:':~~'~"'__'_'~:'.-:"..~:"::.~:"~~.: .:::-~___ .... ..._..._ ... ...'-:~u.._._. . -'., . , (5)' - ~'~ /?O, 7; ..~ ~ - .......""#6.- --,e".:I.(,. 'Y' ~~o't:atC't'4:;:s', .LIn,(;!.. A - _--.........__....Iio ..........__ ..._ ..._....___-11__ ...."."'..1 ......... ... a;,IIJAu~.'"'1 ".0. BOX 18118 ! At IlLORlOA 33e&4 (813) Q4.0785 (813) 733.0347' (tt13) 84G-17OJ September 20, 1994 Allstate Insurance P.O. BO:t 2103 New Port Richey. Florida 34656 Attn: Ms. Kathy Rader Re: Renewed CrMJdna The George Taylor Residence '9651 MeadowQ()(f Loop Zephyr-hiU.. Florida Allstate Claim No. 627-052-6079 OUr Job No. 2258.94-3798 (Revised Dear Ms. Rader: B1"OWtt TestUtgl.AlJoratDlU:t, lne.. h completed an investigation of the referenced residence to detennine the cause of continued cradci . 'The investigation i1\clucled a site visit Md visual inspection, goit testing and grou~d water we placement and monitoring. Mortensen EnsinCering. Inc., perfoNn the initial investigation and recommended sinkhole , and $t~cturaJ repairs which were perform in August. 1991. Since then. several cracks have appeared in the exterior concrete block walts and on the interior walls and floor slabs. The repairs included 119 cu. yds. of grout injected in 20 locations around the house and garage. In addition, 11 pin piles were placed under the foundation oCtho house. No interiur repairs were recommended Of implemented. Alutllte r"'.NIII% - Taylor Rmdm~ OweA'/avall,..", Stpt..b.r1tJ, 1994 BTL No. li18-9-1-J198 Pq(! No.1 FHlcLOblen'at1oo4 "A. TIle Taylor residence is a single story. oncrete block structure with a stucco exterior antt a. shingle covered roof. There are .several stair ep pattern cracks in the north. east and west walk There are also horizontal cracks in the north east walls and the northeast comer of the hou$t i~ settling. the interior concrete floor stab is settt g and falling away from the interior pl1rtition walls. There is a gap between the slab and wall in th Idtehen. sags in the floor alah in the Iivingroom and a. bedroom and the closet door in the master room is diflk-utt to dose. n We performed three hand augers to t . The soH in aU three is fine sa.nd with the exception ofHA #1. The soil between 81 and 10' in ItA 1 is ctay. We perfonned an Atterberg Limits test t~, detennine tho sensitivity of the clay and found at the shrink swell potential is high (PJ. ... j 1. LL :: 59). The three auger borings show mostly to 20f with layers otday and sand from 20. to 30'. The results of our borings ar~ similar to those btained from earlier testing. ~e placed three ~onitoring wells 1t\ he auger boring locations to check fOt a cone of depn:&sion in the ground water. ~ The clay has R high activity .potential. This means that its susceptibility to shrinking and , sweUing when exposed to water is ~gh. If the lay were more prevalent or closer to the surface, it would possibly explain tho continued cracking. wever~ the borings show that the closest clay layer cOd 500 ** NOI1~lS 30I^~3S 3IIWl$~V~ * 1950 eel GO ~G:ul L~-Ot-t86! A,1J.Jti1N l"aur;m~ - Tay/(),. RQ/dmc~ c:NcA r,wall,iItltHt S4tt~"'hr 10, 19'., Bfi No. 115"'..,.J198 Pa8e ND.1 '3 is B' from the surface. A cushion of 7' - 8' r sand between the foundation and clay is ordinarily sufficient to prevent it from affecting the stru A sinkhole is often accompanied by 8 no of depression in the groundwater. One indication of successful sinkhole repair is the elimination '0 this cone of depression. We placed three monitoring weUs~ two near the house and one near the g rage and found no cone of deprcs.'Jion. This wouJd indicate: that the sinkhole Is no tonser active. We believe th~ repairs of August. 1991, to be supplemented. The grouting seems to have worked but the structural repairs, though stan d, are too llmited. The pin piles on some walls are ~ much as 15' apart. the north wall has only 0 e pin pile. Our customary recommendations specify a maximum dIstance between pin pilea of'6', AI hough Parts of each wall are supported by piles. the remaining portion of wall without pin piles i less rlgJdly supporteu creating an opportunity (or differential movement. Iks.t.mtuendatlont J . . Incorporate the. existing pi1e~ into a t Fill the wall. solid with grout. oreed. grade beam. . These reconunendations will strengthe the footings and walls and supplement the existing pile supported foundation. They do not. howeve address the interior slab. The only way to properly repair the floor slab is to remove it, inspect the !Oil and replace it if neceswy. and pour a new .: 1-i AI/nate IMflNlla. Tql(}l# R6kknCfl er.ot Illlwtl,atIM Sqt",,1H1- ZtJ, 1994 BTL No. :JJS8-9t1-J198 Page No." concrete floor slab. Interior pirt pil~ or int ent grade beams under the floor slab would be just Thank you for choosing BrOwIl Test/If. lAboratmi!S, lne. If' you have any questions, please as expensive and less desirable. Trying to level e eKlsting 91~b would be a temporary Md ineffective solution considering the extent of unevenness do not hesitate to ca11 our Tampa office at yo r convonience. Sincerely, Brow" Tntl"g1.AlHJrIlloria, Inc. d<~~--D~~-Q LM<<~pif~~E 1M" Sttftf &,lit"' S~Wr PA Rt!glltNtI.oIt No. 31J62-E FL HffTrlttgtqft, P.R., P.LS. pleWJllct! Pres/dntt I1:rJtlOII No. 111 JS - . ~ I ~ ~ t !- i ... i ~ 11__ w ., ~ I i 1 ~ ~ ~ 0 , ~ ~ a~ ~ ~ ':l""~liI '~~~ ~ !i~. C/J ~l:o"'i "-3 l!) ~. ~ ~ ~ ~ OJ ll) l:~ Je;T'1 I - r R ..... II II $~ ..... Gl .c fT1 t:j ;:0 ~~ ~;iQ ;;0- % --I ", ~r - l Cl n r;~ () - p CI -i ;iI:; ~I ~ ... I J;- I W - I I "0 I:l ;:0 n :I: -4 ~ ~ .~~ - ~ R I ... :I: f - -,'v ~I ~ 1 ~ - ~ 1C J> -< co . 1 o - -4 -- I - o . 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(,,1 ~ r :;;0 ~~ 0 (/) -U r'1 -< l:O --0 ~ ;:0 < iO. r~"\(,' I rr1 f'1 axe: ~ x("')~ t:::l 2: I,.') -~-o ..... ..., .... :1: < ~ ~ 0 ;:Q 1> l>- . . I ;;0 f"'1 -1 -l --t n ~ r1z o.--i ..... l"'1 ~ ., C1 iU ::r ) ) 1994-10-27 15:25 PAGE = 08