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Home My WebLink About21-1692 .o . Q City Of ZephyrhillS PERMIT,NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-001692-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/23/2021 Permit Type: Add/Alter (Residential), Property,Number Street Address 24 26 210110 00000 3020 3034 Lytton Hall Drive Owner Information , Permit Information Contractor Information Name: WILLIAM&SHALENE MCTEER Permit Type:Add/Alter(Residential) Contractor:AMERICRAFT BUILDING & Class of Work:Add/Alter Residential DEVELOPMENT INC Address: 3034 Lytton Hall Dr Building Valuation:$13,834.00 ZEPHYRHILLS,FL 33540 Electrical Valuation:$0.00 Phone: (813)924-6036 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$13,834.00 Total Fees:$163.75 Amount Paid:$163.75 J Date Paid:3/23/2021 2:42:03PM Project Description SCREEN RM 12 X 36 W/SLAB Application Fees Building Permit Fee $109.17 Building Plan Review Fee $54.58 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO CTOR SIGNATURE PE IT OFFICE PER T EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application x-813-780.0021 Building Department Date Received Permitting Phone Contact for _ 5 I I B IF 5 5 1 a Owner's Name 0 I owner Phone Number & Owner's Address l n 9 l Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT# SUBDIVISION 0(,e PARCEL ID# —CXO(:)— 3= (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE T HEIGHT BUILDING 1116S51- VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION I �16q =GAS ROOFING SPECIALTY OTHER FLOOD ZONE AREAA. =YI59--- NO FINISHED FLOOR ELEVATIONS 1144.4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - --- - - - - - -— - - - - - - - BUILDER COMPANY &'C tZbqJ4-,8UN Cjvvl<4- SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address C License& r-nA( t)r1, O(WCok,, S:�l C6) ELECTRICIAN COMPANY SIGNATURE, REGISTERED L_IL N J FEE CURREN LILN J Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN J Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE -REGISTERED Y/ N FEE CURREN Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required 6nsite,Construction Plans,Stormwater Plans w/Silt Fence installed, -Sanitary Facilities-&1 ddfffoster,Site Work Permit for subdivisionsfiarge,projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) 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 (copy of contract required), Rerool's if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department , 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-Licensing 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,Water/Wastewater 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 wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is fqund to adversely affect adjacent properties, the owner 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,1 promise in good faith to Inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other Installations not specifically included in the application.A permit 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 permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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 RIEFORE RECORDING YOUR NOTICE OF ENCEMENT- FLORIDA JURAT(F.S.117.03) -SUL OWNER OR AGENT CONTRACTO Subscribed and swom to(or affirmed)before me this Subscribed an skoV to-.for rmed)be a mq this by b ri+ Who is/are personally known to me or has/have produced Who is/are person ly known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name-of-Notary-typed,printed or stamped Name of Notary typed,-printed or stamped - - - I i I INSTR#2021039233 OR BK 10288 PG 2514 Page 1 of 1 02/26/2021 09:24 AM Rcpt:2266388 Rec:10.00 DS:o.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller 5 ., f�,.fpese ibr am by Ctetk oti6o aTriuit:Ceottpob+• . fj NQPCE:QV_ 3M1VIENCEMENT - Pezimt Nuasbes" , TezFdioNd. is will be ioIDedeto+c�mresl'P.!oP�9.pdiawomidtnee-wiee,S T13.C3 oS•ttie ' . 'Choordeea�oedt+oeebyYjvesaoitiritbatimp.ormRo; ' FloitdrStitatw;'t4etitiawingtata*mitiwobpratiWcdiatbeNOTCCEOFOOMitt>�sKf�M�rl: . t. t,egd;U�sgripdan'oi' . .. `(stiget:attdies.4re9�tirud):---+� , x ee�siaesQi -at at'iioixow�«iis:• .A!' ..: . . • ..2 ..' S' ,..�`�,,,�, 30.. FaSimplo't"glatiatitdr(6fatkv.U�en'Qwiier) . Adaicsx. 4. CotihaotbrName•.. pJyf/r S,, Svrtty Natac:, Amburt O[bOnd` . Ate.. Pbane: M1 ,~ ` _••G �Undoil+iavTe:• __ Caateet:- . Address. 7. Per'$on withia.thc Sb td ofFl g&desigdated:by:owner upon wham..bola'.,other doe.tsmay be serv,.d-.provided by ' Socdaa,71313{I)(isp7;•Fiarisia;Statirte?r: Nave•.. Addiesd: . Fhbrie Nionber. 8. 'in ad&dit to him 4.,Odwncr'desigz ttie'fatlowiag persob mnecive a crogyd 1ba-Li=ws Nodce.as pmided in Sects- ' Ti3.t3(ii)(b);Florida Stattnes. Piame` .Ad*w,. Ph*Number. .9. 'FapiiadondamofNodceof.Comaieeieement(e�iiadan'date,isone.(I):year6om'dateofrsi»idingmatessadiffeieofdateis " �iseaj: 1 WARMNCTO.OWNERm MVIATNUN79MAD8BY:Ttl>:'OWARAFt=.TIDEFJ�IIt' IMONOFI=xa *Fcow4`mmnAn CONS�EQtFDrMPROYEttYAYdtENCStiN6SRC8AF77�tTiiPART•I;S"C N717.t9�.FLOBtaASTATVMAi,6CAN3tES TINYOUR FAYYrtC7WiC8}aH1AtTROY 11l1+3C!$2pY411RPBA1'FR7Y ANionmoyoomw.S3CF11II+NiMtlwwmiCO8DBDAIVD'FOW=Qt 7?# JOR'StY'C 8o?FORE.?HS FIIt9TIIYSYfsCitoN..IIrYOt!Its'Ilh+ipTO"OLtiA1S1:FCNANCl1lG,CONS01.TR77'8 YOi1RI.F�U11�1tOS AN:iTi'ORHEY BEFORE•C4MA.>mcmr-*ORf[•b3lRECtIRD C.YOIkR OF L Signature of oavrterar:i,:cas¢e,.or Ow,ic's o.'iissee°s Auiismi�dtj�aetfDirceto'i/PartrterrNtanaged. Signetary's Titietoliice: •s'lFwa�:OF.Fi.OYtmn` edimi nr OF sac-BOROUGH reefae�i�;>;si�mtwas�o+,�t�erKr��i:+w��a�y�i•�Y�t.at..r a ;Z-I • 2 °j- as • fer• �` - Perwos!lyiSoowir 1I� . 'Q1tF►pdiiec$Ideatific�imp: +' ESIHERNZIATAB Type 4IrdGutiac.ic aPYo&-d C0mmWskn#GG25W IBVmMBende7twsasuMotoYB�MoN Sigaaoac.�No�yF�ililic ' - �7 o¢= AN State Of Florida,County Of PASCO oo��• • �cQp This Is to certify that the foregoing Is .. o true and correct copy of the document on file or of public record in this offios. Witne s my han end official seai2015 �— �a `fin:sY )(0 day f — '" r'L' R- •f Nikki •. r Comptroller zar z les,Esq Cl Pasco o ty, lorida 4 all By Deputy Clerk ONE C ■ . . ■ ■ ■a! I ■■..■■ ■ .■■ ■■■ ,. r� w r ■ ■ ■■r ■/ge No ■r. ■ .■ ■IN■ . ..■ C. ■ rmmiam IBM an on BROMM-2 �i ■■. ■ ■.� ■ .fir "" ■ ■ . ■■■: .,■..■ ■�■ c �t■ R IN rC ' WIM MOMEN a 0 .ta m . ■■. .■..■�. MONSOON MU ■ ■■ o ON ■ .� ■ .■r ■o .■■ ilm ■■ I ■■..■■■■ ■o ■ .rC■rC...■■■■■■ ■■ C■ o� ■■ ■■ ■■ MEN ME -■■ C ■ .0 .■� ■■ ■ ■ ■C ■...■r.0 ■C. ■ E . ;� . ■■ ■C■ ■■■.■■■. .■ ■C■ C r ■ = ■ C . . ■■■. ■.■■■■.■■■■■ .. ■ C . r .■■ C.r. C■r IN ON ■...M No No so 0 n� .�. ■■ ■■. . ■.■■.■.■ 1. 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Reason:This Item has been digitally signed and sealed by MICHAEL&THOMPSON EXTRUDED GUTTER IS ATTACHED T um on the date adjacernttothe 3"INSULATED ROOF WITH#10 1"6" * seal.Printed copies of this FROM ENDS?A"O.C. arATn of docvmentare not considered signed and ROOF IS ATTACHED TO FRONTLWALLsealed and the signature "INSULATED ROOF IS ATTACHED TO must beverifedonany WITH 4 #104"PERPANEL UPRIGHTS ARE ATTACHED WITH: u eleNoniccopies. BLIND SCREWED WITH(3)#10 3", UM M STRUCTURE WITH#10 4Date:2021.02.0415:0338 2X3 FRONT WAP PLAT CAPRI CLIPPED WITH(4)#101"PER CLIP "FROM ENDS 24"O.C. -0soo BLIND CLIPPED WITH 4 #10 1"PERCLI 2X2 POST.046 OR GREATER 2X3 SIDE WALL TOP PLATE HINGE LOCATIONS 1 X2 IS ATTACHED TO FRONT WALL WITH#10 2"6"FROM ENDS 24"O.C. 1X3 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4"X 1/4"TAPCONS 6"FROM SCREEN DOOR FULL Z OR ENDS 24"O.C. DOOR J&SITANDARD DETAIL 0"to 36" �Z>C r vv1v�- Z�q m* 2X3 SIDE WALL UPRIGHTS D2Zta 2 HINGE DOO Z M D.n;V 2"X 2"X 1/8"ANGLE IS ATTACHED TO (�n 1—r-- CHAIR RAIL IS ATTACHED TO UPRIGHTS UPRIGHT W/(2)#10 1"&INTO CONCRETE EACH DOOR IS SCREWED INTO UPRIGHTS WITH#� rr�NDS 24"O.C. WITH EITHER: W/2-1/4"X 1/4"TAPCON BLIND SCREWED WITH(3)#10 3' OR, 1)0s CAPRI CLIPPED WITH(4)#10 1"PER CLIP OR 2X3 CHAIR RAIL g•- BLIND CLIPPED WITH 4 #10 1"PER CLIP M?5 92 FRONT WALL a UPRIGHTS a D WIT : 0 _ 0 0 �' BLIND SCREWED WITH ATTAC1(3)#0 2HOR, 1X3 IS ATTACHED TO CONCRETE WITH: OPJ' AL)KICK PLA 1�4$A HED TO CAPRI CLIPPED WITH(4)#10 1-PER CLIP& 2-1/4"X 1/4"TAPCONS OR 5"X 1/4"IF THRU PAVERS �s URE WITH#10 TIF1�IvK$NDS 18"O.C. BLIND CLIPPED WITH 4 #10 1"PER CLIP OR#10 2"IF TO WOOD DECK 6"FROM ENDS 24"O.C. ALUMINUMS ESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMli V V lVl DESIGN METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-TS 4401 VINELAND ROAD �. ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH SUITE A6 @YAHOO. Z THIS STRUCTURF.HAS BEEN DESIGNED IN ACCORDANCE.TO MF.F.T THE.REQUIREMENTS OF THE.2020(7TH EDITION) ORLANDO FL 32811 PHONE: 4I - 470 FLOESA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH s v (FOR 3 SECOND GUSTS)NOMINAL SPEED1092 MPH UP TO A ISFT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1. P.E.#47509 FAQ: 407- 34- 0 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 • ENEMAS ALUMINUMSCREEN DESIGN Aluminum &-Construction Engineering General Notes & Design Standards (Non-Removable Pool Screen) The following are general design standards.More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes,the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction. Design Codes: Digitally signed by MICHAEL THOMPSON Florida Building Code 2020(71 Edition) Reason:This item has been Aluminum Design Manual 2020 _T digitally signed and sealed by ASCE 7-16 S4 MICHAEL A.THOMPSON on f No.41is the date adjacent to the seal. Design Loads: '• * 1* Printed copies of this STATE OF document are not considered Pursuant to Chapters 16&20 s`nogt0 signed and sealed and the Ultimate Winndd::-140 MPH(FBC Table 2002.4) Risk Category:-See attach site specific plan sheet(FBC Table 1604.5) signature must be verified on Exposure Category:-See attach site specific plan sheet(FBC 1609.4.3) _ any electronic copies. Date:2021.02.0415:00:43 -05,00, Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4.Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member,not occurring simultaneously with wind load. Design Basis: Allowable Stress Design(ASD)=Allowable Strength Design(ASD)divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense,real or implied,arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation-and Earthwork: Applicable only when unsuitable soils are encountered. 0 When unsuitable soils are encountered as specified bearing strata,notify owner's represent-, / er. Soil bearing capacity—2,000 psf Minimum P� q O�p PA 17'� Provide neat excavation for footing and place concrete immediately after excavation and inspec�fi ��pyY '4 MiNFR yi s Pump water from footing excavation if greater than one*L W ?J ARK$N�A1.L Compact all fill to 95/o ASTM D698 density. �pDE'3 FLORIDA�f�Q��,W1rH�'REVAlI,iN, Unit soil weight=105 pef AND THgC EfaE RIC CQ®9 CODE, 91 Internal angle of friction=30 degrees ORQANgNCE$ Q� �'��'�MILL,9 Coeff.Of friction between footing and soil=0.5 Michael Thompson,P.E.#47509/CA#30930 4401 Vineland Road.,Suite A6,Orlando,FL 32811.(P)407-734-1470(F)407-734-179b www.aluminumscreendesign.com AS BUILT SURVEY (FINAL) SEC. 24.25 , TWP. 26 ' S, RNG. 21 E. WITH SELECTIVE SPOT ELEVATIONS BEARING BASIS: LOT 302 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E HIDDEN RIVER PHASE 2 PASCO COUNTY, FLORIDA. T THIS SURVEY IS SUBJECT TO ANY FACTS THAT 1�y MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ALSO-SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. '7 ( � L�Y� UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. J s DO NOT SCALE THIS PRINT. DIMENSIONS AND PREPARED FOR&CERTIFIED TO: NOTES TAKE PREFERENCE. LENNAR TITLE,INC.FORMERLY KNOWN AS 6 ' CALATLANTIC TITLE,INC. PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL AND/OR VERTICAL DIMENSIONAL DATA TO SHOW NORTH MAN TITLE INSURANCE CO. CONSTRUCTION IMPROVEMENTS. EAGLE HOOMEME MORTGAGE,LLC , WILLIAM ROBERT MCTEER STRUCTURE TIES'SHOWN`HEREON DENOTES MEASUREMENT.FROM'FORM BOARDS/FOUNDATION C+� TO PROPERTY LINE. A = 10' PUBLIC UTILITY EASEMENT f:i911� I LOT 296 � 1 \ yo LOT 303 LOT 297 O �'• •.•245 r� p s / y O �. 1 0 `pyn E-71 t' �1'9�sP] ♦� �a5 •. g 4 C 0 O 2�,I LOT 298 .a.: a. p L V. i0. n ^�•yo 67 o -' gip •• '11N �10� o 4�4 re ,? ti \ o� A �� LOT 301 E-70.2' ^� , L)6 L� A/VDI-rM�L`C-C7 p1C1d' ING CO+DIEF, ��II IA1C OR®I1VA C11 y o , OD8 NCE� F'yR�tl�l.� LEGEND: E-00.0' = EXISTING GRADE LOWEST FLOOR ELEVATIONS: LIVING AREA: 71.83' n�cro�or�nwi• GARAGE AREA: 71.37'