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Home My WebLink About05-4419 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 4419 er: 4419 Issued: 6/10/2005 Permit Type: NEW SINGLE FAMILY DWELLING Class of Work: 101-NEW CONST/SFR Proposed Use: SINGLE FAMILY RESIDENTIAL Sq. Feet: Est. Value: Cost: 114,200,00 Total Fees: 7,990.79 Amount Paid: 7,990.79 Date Paid: 6/10/2005 Name: US TION Addr: 600 N WESTSHORE BLVD, STE 600 TAMPA, FL 33609 Phone: 813854-4608 Lic: Work Desc: NEW SINGLE FAMILY DWELLING Address: 7628 WEEHAWKEN DR ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CRESTVIEW HILLS Parcel Number: 35-25-21-0120-00000-0920 US HOMES CORP.lLENNAR 7628 WEEHAWKEN DR ZEPHYRHILLS, FL. 33542 Phone: E WATER CONNECTION RESIDENl SCHOOL IMPACT FEE - 97,5% BUILDING FEE POLICE IMPACT FEE RADON 419,00 MECHANICAL FEE 1,651.65 TRAFFIC IMPACT FEE 1% 847.50 WATER METER RES 3/4" 254,00 PUBLIC SAFETY 5% 22,84 77,72 SCHOOL IMPACT FEE 2,5% 15,88 TRAFFIC IMPACT FEE 99% 180,00 FIRE IMPACT FEE 26,35 PARK FEES SF 42,35 1.572,12 273,00 769,56 ('" LP & t' l ('\0-\ '? lav \ <r ,^ JJ'A \I.yr Rsu::. _ / ~+< _ J (2Qd2 5~,~~\~ 1 DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC, MISC, INSULATION CEILING MISC, MISC, MISC, DRIVEWAY MISC, MISC, REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." NO OCCUPANCY BEFORE C.O. Q,i2L_ ~-~ CON~ SIGNATURE -PERM~ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER V~R/31/2005/THU 11:40 AM OWNER'S NAME JOB ADDRESS ZEPHYRHILLS BUILDING FAX No. 813-780-0021 p, 002 CITY OF ZEPHYRHILLS PERMIT APPLICATION BU'ILD'ING DEPARTMENT 5335 8"B St, ZQphyrhi.11s, J!"L 33542 813~7BO-o020 FAX: 813-780-0021 DATE Rli:CE IVED liS ~~ CA-;j;^~"~ - '7v ~ . /~!' V~rP7 9;3 -7&9 -5;1.77 ey..-I./(,3S 'l!n ~~ 7 &1' - S.l.. 71 PHONE CONTACT FOR PERMITTING Le..A^C\.I ~f PHONE SUBDIVISION Cte5fvf-eirS ,.1;[/$ PARCEL ID * WORK PROPSEO: PROPOSED RT N o ADDITION o ALTERAT ION o DEMOLISll o REPAIR o INSTALL OSIGN USE~GL FAMILY o COMMERCIAL o MOVE DWELLING DMULTI-FAMILY o IND,USTRIAL Of OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER c=:J }Jew RESTAURANT & HEALTH DEPARTMENT AP~ROV~~ sfR.. j A/J~c/e/: 8/"/.>r~~ "7.2 r~ - SQUARE FOOTAGE C-- c:r ~ HEIGHT ZCO -~ BUILDING SIZE DESCRI~rON OF WORK RESIDENTIAL:. ATTACH (2) PLOT PLANS & {2l SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS, IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL .NEW CONSTRUCTION. M BUILDING o ELECTRI:CAL o PLUMBING o MECHANICAL PERMITS REQUESTED $ /ZO, OrYb / /~O AMP VALUATION OF TOTAL CONSTRUCTION i}(' Progress Energy 0 W.R.E.C, SERVICE $ VALUATION OF MECHANCIAL INSTALLATION o GAS 0 ROOFING 0 SPECIALTY TYPE OF CONSTRUCTION~BLOCK FINISHED FLOOR ELEVATIONS ELECTRICXAN SIGNATURE PLUMBER SIGNATURE Ml!:CHAN'ICAX.. SIGNATURE o OTHER o FRAME o STEEL o OTHER IS PROJECT IN FLOOD ZONE AREAD YES ~O COMPANY 8t~A- ~(; e Roo, 4.fSOl' P4l\~lo STATE CERT OR REGIST t l'l" "'-.{ Levy- plolM\L.f STATE CERT OR REGIST . e ~c lof: d {d-'1 COMPANY - w.................... **................. *~*,*.... *'*l-i,**** *'*(. '* -.* COMPANY. Pi "'1 '::> {)i( A ~ . STATE CERT OR REGIST it c..A-C- 0.5"0 4c 0 OTHER ~~;:~"""'~""""""~~~:~:"~:;;~i;;;:"""'" SIGNATURE ,,~ STATE CERT OR REGIST * C c - Co S 799 I u.s. Homes Bristol Grande 2003 Lot #92 SQ. FEET PRICE MAIN OR LIVING: 2,284 $ 50.00 OTHER AREA UNDER ROOF: $ 50,00 OTHER: $ - VALUATION $ 114,200,00 FEE SHEET $ 525.00 ADDRESS $ 30,00 DRIVEWAY $ 30,00 BUILDING: $ 847,50 CREDIT: $ - BUILDING LESS CREDIT: $ 847.50 ELECTRICAL: $ 123.32 PLUMBING: $ 99,50 MECHANICAL: $ 77,72 SUB-TOTAL $ 1,148.04 RADON: $ 22,84 TOTAL $ 1,170.88 SEWER: $ 1,616,00 WATER: $ 419,00 IRRIGATION: $ - TOTAL: $ 2,035.00 WATER METER:I $ IRRIGATION METER $ 180~00 I SUB-TOTAL $ 3,385.88 , 769,561 PARK IMPACT FEESI $ PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273,00 5% $ 26.35 SIF'S: $ 1,694.00 97.5% $ 1,651,65 2,5% $ 42,35 TI F'S: $ 1 ,588,00 99% $ 1,572.12 1% $ 15,88 TOTAL: $ 7,990.79 , ("l ("l ~ n (") n n ~ 105763 f\ n n n PERFORMANCE BUSINESS PRODUCTS, INC, 813-71UOO8 FAX 813-719-791" CITY OF ZEPHYRHILLS ZEPHYRHILLS, FLORIDA --.S .--, Lf ~ ~ ~ WATER ACCT. NO. DATE OWNERI RENTER MAILING '7~~t W~"1tJ~ ~. ~'1~ SERVICE ADDRESS SHUT OFF SERVICE D TURN ON SERVICE uV' INSTALL METER 0..-/ READ METER D CHECK METER D OTHER D [J.;WATER D SEWER D GARBAGE ~CITY o OUT CITY L No, OF UNITS _ DEPOSIT AMOUNT 3<" w:tir ~ _ AMOUNT LAST BILL _ DATE _ MISC, CHARGE WORK COMPLETED BY & DATE COMPLETED ORDER TAKEN BY &70,. 0 s tr ORDER GIVEN BY ~ Retain white form in office at all times, Send pink & yellow forms to Water Service Dept. Water Service Dept. to sign yellow form & return to office. SPECIAL PURPOSE SURVEY - FORM BOARD TIE-IN LQT 92 I CRESTVIEW HILLS PASCO COUNTY, FLORIDA. .. SEC, 35 , TWP, 25 S, RNG, 21 E. BEARING BASIS: NORTHERL Y LOT LINE Of LOT 92 BEING S 89'36'03" W LOWEST flOOR ELEVA nONS: LIVING AREA: 148,74' GARAGE AREA: 148.27' ELEVA TIONS REFERENCED TO NATIONAL GEODETIC VERTICAl DA TUM OF 1929. MEAN SEA LEVEL= 00,00 FT, 120230 0295 D EFFECTIVE DATE: 9/30/92 N ~~ r"h ~ * q ~\C1 W ..J <<: (.) Ul. LOT 93 25.00' N 89'36'03" E 106,91 ' T . **-: ~-r-~---------~==J z o .... 'i~~5;""" 53.8 6.3' 26...." q I ~~ M 4 e I ~ I ~go. fORlA 1 ;~2~.5:.... r15'7~i b: BOON~~S 73' : I ~ ()) I ..<:>9A '-!. 1 ~ I ~~,~, 53.7 26....,1 o I :- ________"'''''.~:.~..~J - - ;-- - - ~p I :0_ S 89'36'03" W 106,87' W >1, a:::: o z} We ~ 3= <(I :r: W w 3= ** . . . '25:00" . . . t .~ ,""' LOT 91 . ~PC(P) DESCRIPTION: LOT 92 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK _~, PAGES L2..'i THROUGH 1.~J., OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. APPARENT FLOOD HAZARD ZONE: "x" COMMUNITY PANEL NO. THIS SURVEY IS SUBJEcT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. UNDERGROUND FOOTER. STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. DESCRIPTION NOT CONTAINING PLAT BOOK AND PAGE INDICATES THAT PLAT IS IN PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REV I S ION. CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON ARE DERIVED DURING CONSTRUCTION AND MAY VARY UPON COMPLETION. (FORM BOARDS, FOUNDATION, OR STEM WALLS) · = 10' DRAINAGE & UTILITY EASEMENT .. = 5' DRAINAGE EASEMENT ... = 10' DRAINAGE EASEMENT ....... Ul o q I'U : GI .. CD NOT INCLUDED(P) (T1 ()) o o .......0 ."-. PLAT I '-BOUNDARY llJ~~ LEGEND; (C)" CALCULATED DATA. (D)- DEED DATA. (M)- MEASURED DATA, (P)" PLAT DATA, t - CENTERLINE, A/C- AIR CONDITIONER, B/C- BACK OF CURB, C/S- CONCRETE SLAB, CH- CHORD, CHB= CHORD BEARING. CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAvEMENT. ESM'T= EASEMENT. F/C= FENCE CORNER, FOM= FOUND CONCRETE MONUMENT. FIP= FOUND IRON PIPE, flR= FOUND IRON ROD, FN8D= FOUND NAIL 8 DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY. OR= OfFICIAL RECORD BOOK, PB= PLAT BOOK, Pcp. PERMANENT CONTROL POINT, PAM= PERMANENT REFERENCE MONUMENT, R/W- RIGHT OF WAY, R= RADIUS. SIR-SET 1/2' IRON ROO a CAP No. 4493. SNaD= SET NAIL a DISK. TBM- TEMPORARY BENCHMARK, u/p. UTILITY POLE, W/F- WOOD FENCE. (R) = RADIAL O!~ WAY) ( JOHN R, BEACH & ASSOCIATES, INC. SURVEYORS AND MAPPERS 911 WEST ST. PElERSBURG DRIVE OLDSNAR, FLORIDA 34677 (813) 854--1276 FAX (813) 855-8370 Drawn By. Square Feet: SNS Checked By. JRB Scale: 6413.67 :I: I US HOME NOT VALID WITHOUT THE SIGNATURE AND "ate of Survey. THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Revisions: FORM BOARD TIE-IN 6/29/05 WWW (j 0 ' C, . ;)i< 1/ .~ ~."--10-- Q,.... \ -~.-li........ JOHN~A&-.. DAlE FLORIlP. REG. ~D SURVEYOR No. 2984 LBf4493 C=-.-J 1"=30' 7), /D5 c , 1\ ',,:1 ;j f"'Fi-"r~;'l1,1 !:.'I::'l::'M T TT .,. ,...., -----.,.. - -'-. - - - - -,- - - - -- - -.-- -,-- ---- "~'I :'h 'r i 1':1 ;i ", I: ". '\";;, '1 "l'j; ,"';i ~=~ Kimley-Horn and Associates, Inc, January 25, 2006 . 5344 Ninth Street Zephyrhills, Florida 33542 Mr. Bill Burgess Building Official City of Zephyrhills 5335 8th Street Zephyrhills, Florida 33540 JfII~ Re: Crestview Hills Lot 92 Dear Mr. Burgess: I have reviewed the As-Built Survey of the lot grading for the subject lot and find it in substantial conformance with the Lot Grading Plan previously approved by the City. If you have any questions, please do not hesitate to contact me at (813) 788-0400. Sincerely, KIML Y -HORN AND ASSOCIATES, INC. Stua , Rogers, P.E. Senior Project Manager SMR:bas Attachments cc: U.S, Home H:\049791001 - Crestview Lot Grades\USHOME Lot Grades\012506 Lot 92 USH.doc . TEL 813 788 0400 FAX 813 782 4978 FINAL BOUNDARY SURVEY LOT 92 CRESTVIEW HILLS PASCO COUNTY, FLORIDA, SEC, 35 , TWP. 25 S, RNG, 21 E, BEARING BASIS: NORTHERLY LOT LINE OF LOT 92 BEING S 89'36'03" W N THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. o ,.., UNDERGROUND FOOTER. STEM WALL. AND UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. PREPARED FOR & CERTIFIED TO: NORTH AMERICAN TITLE CO, NORTH AMERICAN TITLE INS. CO. SHAY ADELMAN ~ ..J <<: (.) Ul. DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. DESCRIPTION NOT CONTAINING PLAT BOOK AND PAGE INDICATES THAT PLAT IS IN PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REVISION. REVIEWED BY 4fr~ CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON ARE DERIVED DURING CONSTRUCTION AND MAY VARY UPON COMPLETION. (FORM BOARDS, FOUNDATION. OR STEM WALLS) . = 10' DRAINAGE & UTILITY EASEMENT .. = 5' DRAINAGE EASEMENT ... = 10' DRAINAGE EASEMENT 71.0 L 9 LV.;::<? t\ '\w~":,v D (l... Lf ....\ I '1 .... LOT 93 ..........~ ')m <::t, \;1.'"..'..'.' ...........~....0 0~ ~:~; :7'f'Il>.." . )y~:>:/~:, :':<[:).;+ <..~ .."; " 6.0' , " ......< :..Pl Jj ! ,~~,,::::'.~.5:qO:. ~ , f? "'6' N 89'36'03" E (P&M) 106.91' '>0;., 17",.> ."t 0;., FIR 5/8' D.C. JOHNSON 7." '" o o q Ul 0 0 ~ q 0; ~: CD, 6.3' ITI NOT INCLUDED(P) 0* -;) ~ PI' ~ r ~ r 17 ~ m "'q>a 0 0;( 0 q :.::, 2500 ')>11. 3.0' (; FIR 5/8" )''''6' D.C. JOHNSON .a 0;. ** S 89'36'03" W (P&M) 106.87' .,6-( <::::~. 7.1' FIR 5/8" D.C, JOHNSON ,-( "'~ <::::~. ." PLAT I "'-BOUNDARY t .~ 'N I LOT 91 cb "'-PC(P) DESCRIPTION: LOT 92 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53, PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LOWEST FLOOR ELEVATIONS: LIVING AREA: 148,74' GARAGE AREA: 148,27' ELEVATIONS REFERENCED TO NATIONAL GEODETIC VERTICAL DA TUM OF 1929. MEAN SEA LEVEL= 00.00 FT, APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92 LEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA. ~ = CENTERLINE, A/C= AIR CONDITIONER, S/C= BACK OF CURB. C/S= CONCRETE SLAB. CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE. CONC= CONCRETE. COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT. F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FNaD= FOUND NAIL a DISK, FPP= FOUND PINCHED PIPE. LFE= LOWEST FLOOR ELEVATION. MAS.= MASONRY. OR= OFFICIAL RECORD BOOK. PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT. R/W= RIGHT OF WAY, R= RADIUS. SIR=SET 1/2" IRON ROD a CAP No. 4493, SNaD= SET NAIL a DISK. TBM. TEMPORARY BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL O!~ WAY) '( JOHN R. BEACH 8c ASSOCIATES, INC, SURVEYORS AND MAPPERS 911 WEST ST. PETERSBURG DRIVE OLDSMAR, FLORIDA 34677 (813) 854-1276 FAX (813) 855-8370 Drown By: SMS Square Feet: 6413.67 :I: US HOME Checked By: JRB Scale: ~ D I \\0.. \1:) ~ DATE 2984 LB#4493 NOT VAL I D WITHOUT THE SIGNATURE AND Dote of Survey: FINAL 1/18/06 GH THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Revisions: FORM BOARD TIE-IN 6/29/05 WWW