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PLANNING AND DEVELOPMENT SERVICES DEPARTMENT o Building and Code Regulations Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 S9c g� F Application for Aluminum Structure Permit S� �4C/6 y� All information must be complete and filled in to be accepted. CO�� PROJECT INFORMATION I. LOCATION/SITE ADDRESS: If7 ,Q OVQ^add (thy-00 2. PROJECT NAME: G U -St SITE PLAN NAME: 3. PROPERTY TAX ID #: 3 1 O 4. LEGAL DESCRIPTION (attach extra sheets if necessary): cubWC fw— K a --viv - L L)+ VS 5. PLAT BK PAGE I �-/ BLOCK LOT r� p 7 2 6. PARCEL SIZE: CRES/ Q FT. I - 5 / LOT DIMENSIONS 1 `�3, <r� OX �Aq , 1 0 !� Z� •©I J 7. SETBACKS (ACTUAL) FRONT: ►� BACK: RIGHT J� RIGHT SIDE: LEFT SIDE: t`j 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOPXiES R EACH AND E EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTI➢ .9 . , , X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X POOL ENCLOSURE �� NEW ❑ EXISTING 'Je X 5-9 ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE feet Linear TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ I aL-- +% 3 • ©U The value of construction is used to determine the amount of permit fees to be assessed. St..Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.04/06/2011 L - e OWNER INFORMATION NAMI ADDP CITY: PHONE (DAYTIME): ' y rl'i • 1-75 D— EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): L__) CONTRACTOR INFORMATION STATE: STATE OF FLORIDA REG./CERTT #: 91 tic) tD Lf 915 BUSINESS NAME: "Pi 0n'eey SCI e QUALIFIER'S NAME: ADDRESS: nr�tol -J P ZIP: ST. LUCIE COUNTY CERT #: 4 1 tO-,-1 Z 14mtoe, CITY: Qbr k Sco Ytt STATE: 1` t— ZIP: 3 4'9'8 4 PHONE: niA) �; A-D • -;'93 FAX NO: � i '� - a � Ca �(,r EMAIL: pDil PE YS Cieei4-1 (c im5r) Ca n ) ARCHITECT/ENGINEER: ADDRESS: D d v-; roc-% ' � S 5 b G.+es PD, 19bk 16b3R CITY: `�CLrr (�-- STATE: �� ZIP: 3 3 �✓� PHONE (DAYTIME): (3) `� 5°1 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) f ; OFFICE'USE ONLY °fi y 5 Section Township Range Map No. Zoning ^�. Land Use Lot Coverage % Report Code VALUE OF CONSTRUCTION USING ICC TABLE: ,-Review._ "Front Tech Z in`. `Tech �; _ "'Su ei sor : "Plans Reviewer. °, ; • ERD Date Complete 1� . Initials 1 � " PLAN REVIEW SPECIFICATION CHECKLIST PLEAS ROVIDE ONE OF THE FOLLOWING: 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4`s wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A O wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: Failure to record a Notice of Commencement may result in you 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. NOTICE TO APPLICANT: In the event it is not your right Title or Interest that is subject to Attachment, the Applicant does hereby make a Good Faith Promise to deliver a copy of the attached Construction Lien Law to the person whose property is subject to Attachment and does so as a Condition Precedent to this Permit. 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the ootprint of the st cture that was in existence prior to remova7bye storms. O ER OR CONTRACTOA SIGNATURE CO RACTOR SIC T STATE OF FLORIDA, STATE OF FLORIDA COUNTY OF S+. Ci COUNTY OF S1- • La.0 V, The foregoing instrument was acknowledged before me me this c<Oday of K Gl , 20 14-- by inn ; eYul el .� . 1 e-LJ rr4A—, who is personally known to me, or who has produced the foregoing instrument was acknowledged before me me this day of �� �� , 20 14-' by _ i CA) aa (� t,j M t^,iC1 who is personally known to me, or who has produced as identification. as identification. "ureofl4btak) BEVERLY S WALLACESa ure of Notary BEVERLY S WALLACE MY COMMISSION # EE830250 MY COMMISSION # EE830250 IMPORTANT NOTICE: 6°,� EXPIRES November 03, 2016 ;q;;n;,.�F EXPIRES November 03, 2016 9®� 3®8�tlir Flog aN (4l)7) 398 0753 Flondallote If a contractor is acting as ag or<'ryserwce �m uired. Each signature shall be notarize . ryseN1B'COm If applying for the Building Permit as an owner builder, the owner shall personally appear to sign this application and the Owner Builder Affidavit. All signatures on this Application when submitted shall be original and signed in ink. Copies, Faxes, or Stamped Reproductions are prohibited. When a Permit is ready for issuance but is not picked up within Thirty (30) Days after Notification of Availability, it will be Voided. If the application is resubmitted, an additional fee will be charged. -00 IN, 0; E.00N KIM, P.E. FL -A. I -IBC_ NUMOERAP-497 268 KDC1 KiM & AS= Lt- L 'D. BOXS O 34 APA. , F L- 13) 874- 5900 (5) I,'hl/4' SY.S -'�1� LADLE 6• LORG " tat 0.5 r RO •/ (2rNox2-s.LL. Ixro scrsCR tr . RYP. N EAp� O G'J w'.+3• LG . EAEN ANf1E (,)-,/.•+$• SS TNRU-BOLT M/ ANIf LAID -sm IDTCTRRIARY SCREEN o EACH SOE w BEW ATTALXEIr(TO'=7 sTl CRN[NpmUL 1TRI,TSA I-)S/U' fR D � - , oa ovcON I�x' .. FACIA K To REm REG6LED�W sYi. NOTED STRUCTURAL FRAIE: 2 cH (4) I1Ls/4eo SYS w L'•.a2' LG lAG SCREV . N• OG ENTDS LESLI,I OF —a / - SEcm rASCU1 TO EACI, R M TAIL SLLB. BFAY W M A•A.4• L PAN I[AD LAG SCREVS REFME ATTKIQNG SLPER Ei1TTER yiy)6• ANGLE; SDE W ACUIE AN6LD COxDrtuKi FASTENERS 0> Y•Aar LG VLI.E� ) 1,2il/4' a—N (UR) —P.■ F:A01 lUiD et2x2• @ 12• Rc Y OI SUPER GUTTER OM1D EEAMS GMO• TwO( r)Yi: 14. 71Da DEIIA NfiE r 6 mEInc ImI APESIVE Y x. IDIE• CD6DI AYESIVE E%VLL 1I[E'f ATM Cd5] PR1!SK STREIcfM R 7 OAK . 423 SECURE FASCIA M EACH RI V7 CD )Pex4• LQc PIN H 'ORE ATTAD S,FEk ROOF BEAM TO S ERG TIER CONNECTION DETAIL I+ /4 S. )(• cunvAlulT LEAD 1E CnsTRueTTON G 2' O.C. AY[SNE SPACE SCREWS EQUALLY C".) A �j 1 1r19J \ � ..r t[.P. 3P•..a)I�_�So'.% SPLICE PLATE -N SmE a HEAIe4+' "yl lD52-,@ ALLOY OR EQUAL. Vr Nilx SS IA.�• SCREVS MANSARD BEAM CONNECTION DETAIL 1.147 er r lac ANAL RICH SIDE (1YP.) �4)s ice' sxs. EACH LEG C" iDL10N POTT BEAM LINE A LINE •H•e•C• SCREVS TOTAL PLATE WIDTH 2.4 3 1 2 24 12- 2x5 3 3 32 11• L2x 3 40 RM 2x8 Kii 5' ® `56� 64 16• I6-W 2x9 5 6 72 19• 2x9(HV) 6 7 HH 1a- 2xIO 7 7 96 lH• I & ADS. C ES, LLC C q,N:a 'G N G S�,(x'j21J�EhJ R A L EI�1 SINE, IRS PO >!••_ OG39 ,TampaL' 3679 TGI; H 313 321 (!) 112d}• SYS. ESCII LEO AID �' (4) /toil' LONG SYS MO BCREM BOSSES (1YP. ALTFDUruo C— TDB SCREY 1DGL STaB J TOP A�earlu or Sue Q ? SEE TABIE FOR SITES) = W ti c p w tr o U a) O IArIP BY 3' LONG AN6F• FACII SIDE (IYP.) N N w'ED'A S'1IOEa) z ;. 2Q (!) I,xa1' slLs. BILI, LEG (6) iMAL (ImJ V. KTE!"ROrNlya;�I Z w jay _ o Z O a Z J PURLIN TO ROOF BEAM U .cQ) CONNECTION DETAIL w (n CL U a 1.14, DDIF 3• LOW (F7C2, SDE) DATE &11D6 .: N/ (!) 112.Y4• sY5 Tial 'Ea C y.1M (15LOPED DN Mr ?ti P AW (MY BE SLOPED- -. 2ilmou GYE RAR Anrcl®.TO, '3-.. (SiF)PUN 10R sQE) (p) OR MT) BEY6 MN (2) ,Da nmR',¢.ik5. i BOSSES •DIGIDLL •� _ P/ID srADT .) I�(i - - • Y eossLs USE = SLLS 0124' O.C. Z _ _ _ �I 0 KIM, P.E To,'a' •'YD La 0.a4To a_\ `a FLA 11 R G. N MBER 49497 ly' 14 08 FASIFNs /MSf f0 112.7!' . 2 SCRflK ./ (2) /,w2'sxs. K ENo, r1P.). DO KIM AS 26BH7TES. LLC PMLN FASTER D M COUrol/ro9r 1 (P) I,b3f' sxs x SIDE NfTll (4)I,an' SYS (EACH lE0 OF IiAll (TTP.>OR �,yy 1100LL, 3 M• 1LLA C-C USNO X MCR MT BM BD1f B 1 S.xS SDE SVACDc Di iATTENERS (TTP3 . FL 336]9 1.,;M; 2• Loxc ANG(F. ro m (aNs-TB AILOO �FAx' aauSsmE (m.) z.s eFAY wluw ro GIs IM°4u1cEKmP �•.� 1� CO_'INN/POS7 VS :y SIDEINA OST / COLUMN TO PURLI MAIN POS OLUMN TO ROOF BEA Drawing No. - 060811 CONNMTION_DETAIL C NNEL'TION DETAIL SHEET 1OF3 )f- ANGLE, DLH SDE (1YP.) 2 1/8• . 2' l4 ANGLE S1LS rNN YOL )I -.� Wo WYCRETE ANCHOR A p/ (K) 112a1/.' ILS S (11�+- (FApI 5•E) m� �'p `M PIED �IffccNcP �K,C lWKREIE (TIP.. • )PA CONCNEIE ANCMR p72 upo � — % - T1Y oa s01E MTE �EVBmuwr f�NCattE�_ t . WRIOV ( s.-I • , sA �' •n O' YN BFIAt WT Y.'Adp' WNCREID, BE MT 4 SCREp ANCNORID 24' O.C.. OR SIOPm AND B' FlLOY POSTI(iW) _ � IDEINALL COLUMN TOCONC a(]COt]ECITOTIIDEfAII I ���� tit. 1>2 as SOLE s� �11� 14 O.B. FERSECIDNO -T 24' O C. ryry 2.20j' 2' Iopc (FACN SOkj 2� sus. To rosr Qg • J !2 U, OALV. W. BOLT V/ 2 IP2 II.A FAIBEDYf/1T CORNER POST / COLUMN TO CONCRETE CONNECTION DETAIL SYS. p11H YOL JIS Ah FAOI I DE (1TP.) mCE D671110E W CONCRETE ANCIDP /2]{' EYBmYEM IIIIO MOT[ SNNCcm mtalnE GYP., . A sEE 10) -+, ,-r.z• as solE Mn ?DOOSE W cOMCRDE I I L. — ( --1. PLAN VIEW ygjL= W-dW CON sm '' TOIL OTP) `6tH AND e' FmY PJSf (Tfl) �I� \ �IiQ OE SWE RAn H V CTYPJ j >v PLAN VIEW COW101/POET .14nM DITO TIE eRDrt OE TIE CODER POST Lam ( ,a, K I M & "'SSSSSSLOO7 CIATE S, LLC COUSULTING ��. 1.i as TOP EPAUE - -rSTtgL] CTU R A L NGINEERS O U2.4- Zai CL , CUT AT A W (r/z�) N AND T0�1 SCREEII ROOF BFAM p1111 �•� INRw .7ACMDCA BOLT. MM NA41EN AnACI[D ro 011 FAME RILL DRNLL - 15141E NOT BE AnAClro TO 10 O.a FASIExm m cCNYER CCRWR PAST " rIM f10a2• — W {j' m ■ASHER O 1■' O.C. 1. o.a smE rAu COINmi uPmotr .;r PO BO% 10039 Tampa, FL 33679 Tel: (813) 374-0321 2 O.m E' (sEE PIAI1) ELEVATION VIEW RelfdDhtel , f i Desch Non tssuED iNAL ROOF CORNER POST /COLUMN UPRIGHT DETAIL V '-,- •' MOYOYL CONCIdIE STAB (2500 PD, YN. • O..atO 10 N.N.LL OR p S PpNO (YN.)M MY.] ' `urmmupBEO SOIL OP CdIPACIm - CP196D lP■1NCK (BOS PROCTOR) LDA (t)-u REaAR OONIM100S SPILT ac1Du> YIIST ORDt1APYN. J' COVFA (IMP.)) 2500 PSI MDT. CONCRETE STRENGTH APPRD%IWR: J_ 1. . . COMPACTED OR — Q d• f UNDISNRBED SDIL/SAND W • • •' d (2)-45 REBAR, CONMUOUS cO C ❑ 3- MIN. CONC. COVER, 3r MNV. W K II -.-II TAP SPLICE O U m O tY MIN! N L) L' W MIN. CONTINUOUS PERIMETER FOOTING Z (BY OTHERS) � Z cc (L U) = J Z U U EA1L W J W ALTERNATE Ill � Q 2.UX' ANGLE DRAWN BY: DYK (A) /uaL BRACE 2'. PI1DN 2'.t'X ANGLE (SPACE) r/ CHECKED 8Y: DW SLUE: As SHOWN (4) AlbW S1LS O EACN �� OYIERSFLION DATE 8111106 BEAM WY DCX lEG (BFiW d BRACE) BE MT OR SLOD Do-, P. (2) A1'�SI�S •S FLA. REO. UM ER 49497 (SEE PLAN)DW. ((2) Alo.3A- DCH DID) DO KIM SO IATES. LLC ALTERNATE 121 Ak 26 87 h3 BRACE BOK 1 9 Tamp,, FL 33679 V PLAN -.TYPICAL ROOF BRACE TO BEAM CONNECTION 1 Drawing No. - 060811 SHEET 2OF3 SdO6 J33HS t 18090 - *ON 6u-eJa Y..3. 3'd'wIN NO3A 00 'IeaEa PaAa>dde 10 sAans uae}!1 so sao AuY al!-broi;S uosds S'snaAas a;ammo uoz'a1 '(s01 E? ,suopfel ala 2rp a5pel, aq AEo sagouf alanua) of 'COM u61sap Solis aNtAoile Aa; 9'0'Ao;*; gsals unjos Ao; 880 Aq Pa )u olol '720oi algel —1 aoe SO.sl RA o61sa8 .8 airsmiq 'sasimils wglo Poe ftinq I Ajob ps ys!A .Al € sd As-E) 4du 651. s! 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SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3959667 OR BI„' 3636 PAGE 2506, Recorded 05/29/2014 et 01:14 PM NOTICE OF COMMENCEMENT To be completed when construction exceeds $2,500.00 (S7,500 Mechanical) STATE OF FLORI A O COUNTY OF j C. The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713 Florida Statutes, the following Information is provided in the Notice of Commencement: General Description of Improvements:;Q',I'110 Exisilrop l-ilz ")ii���'vim P60I w 5ch e �n n�cu� Owner Information or Lessee Information, if the Lessee Contracted for the improvement: Name: T Q C Address•I`i= --- Interest Interest In Site of Improvement: Fee Simple Fee Simple Title Holder (If other than owner) Contractor: A 8t G Concrete Pools 410 Saeger Avenue Fort Pierce, FL 34982 772-878-7752 Surety: (If applicable, a copy of the payment bond Is attached): Name and Address: -- Phone Number_ amount of Bond:______ Lender:_—_—____ ---- Address: —Phone Number--_--_ ---- Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Florida Statutes Section 713.13(1)(a)(7): Name____ww—-----------------------_r�_�---- Address______w— —------ _______Phone Number In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b ), Florida Statues: Phone number of person or entity designated by Owner--------- - Expiration date of notice of commencement ( the expiration date may not be before the completion of construction and final payment to the contractor, but wlli bel year from the date of recording unless a different date Is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB SITE B RE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COM LING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Und pe Iry of perjury, I declare that 1 have read the foregoing and that the fact/ In It are true to th5t I H 1 E tj'1'o t'�( }dmd.ba ME (SecdonWJ25, NOT lo . tuhf) W. LUCIE COUNTYH1IU'S.IppS� TO VVYT f TI+4dS )SA sI OF IFSS OWNERSO LESSEESAMORIZEDCICER!DIRECTOR/MA GER/PARTNER "" � �0.�T �� T I . PRINT NAME AND PROVIDE TITLE J O S'E - State of Florida, County of n f• -- net' Ac wed ed before me this — day of , 2014 by — ��/► i� l as , f _--___—________vd(ip;ig personallknown to me or has provided __--as identlflcatlo iRACEYW.IVkIiHEE NOTARYPUBILIC STATE OF RARIDA aAtA— y;� • C YW EEl2W36 Notary Public V V Stamped, printed, or Typed Name of Notary t-` T e 1r,GAL DESCRIPTION: SURVEYORS N00" Lot 156 In t. Unless otherwise noted only platted -easements SABAL CREEK are shown hereon. PHASE FOUR 2. No.underground utilities or Improvements were according to the plat thereof locoted.Unless otherwise -shown. as recorded In Plot Book 24 3, This site lies within Flood Insurance Rate Map pages 17 of the Zone X. Public Records of St. Lucie 4. Flood Zone shown hereon Is an interpretation County, Florida, by the surveyor and Is provtded'os a courtesy The flood zone should. be verified. by a ABBREVIATIONS: determination agency. R.O.W. = Right of Way 5. Bearings shown hereon are based on the East CONC. = Concrete line - of Lot 156 as being N31'25'25'E R = Radius of curve according to the Plot described hereon. L = Length of curve 6. P.U.D.E. denotes Public Utilities and Drainage 0 = Delta of Curve Easement. MEAS. = Measured 7. All Lot dimensions shown are per plat unless SET = Set 5/8" Iron rebar with otherwise sho yellow cap marked 'PSM 5543' X—X—X— Chain Link Fence 0--0— Wood Fence `�YD �t0,p0 ASSUMED ®= power Pole —WELL &SEPTIC /or Water Meter \F� BENCHMARK —RED ®= ®= Be I I South '`�� ��� 'X' PAINTED IN ROAD OH —OH— OH-= Over Head Wires ', 55 ,fp ®= We I I� S.F.=Square Foot F.F.E.=Flnished Floor Elevation �J ` (*)=Not verified by field measurement FD=Found 5/8' Iron Reba'r Q ) PL=Value as platted �,�Q• MS --Value as measured In field #=Value as plotted & field measured f 7 / 6 9 1� / ^ I 2£I �• <w 0. Lior / /0 ST. LUCIE COUNTY cal/ SOL BUILDING DIVISION REVIEWED ,%s, �8��b F®RCA P E .. REVIEWED SY DATE ' _ -- C, / ! Ps °' C M SE KEPT ON�06 A NO I PEGTION WILL...86 M E CIO a "T lUr1E r_ OR KS MIN. S CK"r��N;� ...._,. FRONT LSD SIDES t F CNR SIDES\ <o �� REAR r,to'O,,>, i ZNG. TEC i • 1 7980 S DLEBROOK DRIVE SCALE: 1"=60' Atlantic Laid Designs B o U _ A� � Y s U R v E �- DATE2/10/03 of the Treasure Coast Pt F DRAn: ALH 10664 South U.S. 1 Port St. .Lucie, FI. 2002-2034 (561 ) 398-4290 1 hereby certlfy that the survey shown hereon is true and correct DATE: REVISIONS and to based on actual meoseureabnts token in the H ald.•Thla ourvey meets the Mlnlmum Technical Standards of Chapter 61G17 Fiorlda adnlnletrative code. MT VALID W17Wff THE SIGNATURE AND ORIGINAL James 4. Gesbf6 Jr., P.S RAISED SEAL OF A FLORIDA proteeslana urve a & Alappe o. 543 Liam SURVEYOR AND Stet Florida i