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HomeMy WebLinkAboutBuilding Permit Application • l All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED IL ( Date: i,Z �� 1 Permit Number: �/ O 2 PBpY" O 1 RECEIVED _ Building Permit Applicati n Planning and Development Services DEC 1 1 2018 Building and Code Regulation Division ST. Lucie County, Permittin 2300 Virginia Avenue,Fort Pierce FL 34982 g Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: P'R0=8@3cD� fN'tPR0AE Q TENT L.00ATION: Address: �04 �a(eo Fl a�_1�5, F,�K6 e- Legal Description: 011 p(l7eS :5/p— r Property Tax ID#: e 1-d�� D� "� Lot No. Site Plan Name: Block No. Project Name: 4S X °1 Setbacks Front Back: 7­54Right Side: Left Side: DETAILED D£-��CR�I�PTfON OF WORK: AAa(1(1 i4a, a 6P r k 1,z b 11C(_6 Alp zl e c, Acid CONSTRUCTION INFORMATION: itiona I work to be performed under this permit—check all that appy: _Mechanical _Gas Tank _Gas Piping Shutters _Windows/Doors Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: q6 S f Sq. Ft.of First Floor: Cost of Construction: $ "25001 00 Utilities: _Sewer _Septic Building Height: 776 OW ER/LESSEE: CtONTRACTOR• Name ��� LJ 16 C tP ca Name:.J, Gca vae r,) Na Address: Company: L City: State: F7_ Address: •� ao GVH Zip Code: q , Fax: City: - , ri e,tc *`'i State: Phone No. iQ�'L� (oO �d� I Zip Code: — Fax: E-Mail: Phone No 779-" c ' I q© Fill in fee simple Title Holder on next page(if different E-Mail d.G✓' r t t C Q iii -G� from the Owner listed above) State or County License ��G ' �cf•�� If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. l PLANNING&DEVELOPMENT SERVICES DEPAR MENAECEIVED r 4 Building&Code Regulations Division • 2300 VIRGINIA AVENUE DEC j FORT PIERCE,FL 34982-5652 112018 (772)462-1553 ST, Lucie County, Permitting. FILLED LAND AFFIDAVIT I,the undersigned, am the owner of the following described property, a (Parce IM/Legal description/Address) —/J/ for which I have applied to.St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St.Lucie County Land Development Code,I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. erty er a le a Print) Property Owner Signature ate STATE OF FLORIDA,COUNTY OF r�1"� ✓c✓ t ACKNOWLEDGED BEFORE ME THIS DAY OF. BY 4 Lrr*t`� b(hi-, 611 VI Y(z-NHO IS PERSONALLY KNOWN TOME(EJOR WHO HAS PRODUCED /A(Ug IL AS IDENTIFICATION. t a�rQ -Cpzr1a SIGNATURE OF NOTARY UBLIC TYPE OR PRINT NOTARY 66 1gfS_V'_�­COMMISSIONNUMBER ? � ; (SF4kW1DRA PEARSAUL .�� Notary Public-State of Florida -ti• r;l Commission X GG 148547 My Comm.Expires Oct 4,1021 SLCPDSD Revised 04/11/2011 a FLA Marotta luttd Biddifig P107W1 gUSI[7E S 1940 NOM t eeet Professional rafdiassee�F, a MMM F11 fonp-y—phyt, Kerr Lawson,Secretary RickScotk Govemor RECEIVED September 23, 2016 Alex Martens DEC � � 2018 8 Superior Sheds,Inc. C U 2323 S.Volusla.Ave Orange City, FL 32763 ST. Lucie County, Permitting RE: Manufacturer Certification,ID MFT-113; Expiration Date: September 22,2019 Dear Alex Martens It is my pleasure to Inform you that Superior Sheds,Inc.,located at 2323 S.Volusla Ave,Orange City, FL 32763, has been approved under the Manufactured Buildings Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Storage Sheds,Manufactured Buildings for Installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party` Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status.You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed,approved and indicated [on the cover page of the plans)for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website.All site-related Installation Issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date.You will receive a renewal notice by Email generated by the BCIS(www.floridabuildina:ora)for online renewal.If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.flaridabulldina.oro to see valuable Information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo C� Manufactured Buildings Program cc:Professional Service Industries y'T � SETUP AND INSTALLATION OF SINGLE WIDE SHED /" SETUP AND INSTALLATION OF DOUBLE WIDE SHED --•^" 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1, BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS - MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE,PROPERTY UNE.ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. -1- -•w ` 2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE END, CENTER,AND OTHER END TO LEVEL. ONCE THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). } -Ir'y0.1 BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENT IM 3,THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE IS SUPPORTED TO LEVEL,BLOCKED•AND THEN SHIMMED. p� ��gg..�� ,�( FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)}'x4�' 3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE `E{831Y '(t SPACING SEE TABLE 3. - BOLT AND NUi. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE ( ) LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS CODE INFORMATION 4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOL0 "AUGER ANCHORPROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS.ARE IN PLACE. THRU THE 2"x4•BOTTOM PLATE WITH A 1/2.'AUGER BIT. 1/2"EYEBOLT OR OPTIONAL, (4,900LB) 4.GROUND ANCHORS ARETHEN ADDED (SEE TABLE 4B). �'�SION 1/2'THREADED ROD(FOR A"HIGH SET'IS SECURED THRU THE HOLE. 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER.THE SUPPORT BRACING IS IR"FN'IF °DO•®� 5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. Bunm.ITPC FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. B.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCDON v-B 6.IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30'AUGER ANCHOR AND RECEI n FOOTER (GARAGE DOORS FOR EXAMPLE)._HEADER DESIGN TRANSFERS THESE LOADS. FIRE PROTECTION BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE TIM SUPPRESBON SYSTEM Hwa CONCRETE 1-1/2'OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM y PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2' DEC 1 1209 WEDGE ANCHOR. Al-AaE NUMBER OF SrORas 7.IF THE UNIT IS A'NO FLOOR'OPTION.ANCHOR WITH 1/2'x5'WEDGE ANCHOR THRU THE S'(;Lucie County,Permittln® GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BUOc WB SPEED ­IU4 2•x4•BOTTOM PLATE. - IDUMSLRE G 1,BUILDING ANCHORS SHALL BE 'MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE ENCLOSM - AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE INTERNA PRESSURE M17TIOET ./_OA4 HOLDING STRENGTH IS NOT LESS THAN 4.900 LBS. WPOIRANCE FACTOR TABLE 1 TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). RaoF DEAD LOA) ANCHORING T CONCRETEKI R RUNNE SPACING' PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 4B. SHED WIDTH UPLIFT(PLh ANCHOR SPACING SHED WIDTH III X2 %3 TYPE PAD DIMENSIONS MAX.LOAD- MATERIAL 3.THREADED ROD WITH'EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LIVE LOA) ON TWO• r 20'=0" - -400"- --3'-6'"- '13'=8"--' 1'-t0)' t'-1D)'•- -1'-10)' "-I 2!.B".6"- -1778188.- CONCRETE.BLOCK QUALITY (FLOOR SYSTEM)ANO ATTACHED TO ANCHOR. FLOOR DED LOAD ._.. __ _ ­-l-.L- EPsr CEMENT AND SANG MI%._ ._. .-_ .._..... .. _ _ _. .. __Rte. .. 280 3'-L' 11'-B' 2'-8' 6'-4• - 11 4x8'.16• 350GLB5 CONCRETE BLOCK QUAUTY TABLE 4A A'RATING rc 5.FLOOR,ROOF .N. CEMENT ANO SANG MI% 30'AUGER ANCHOR SPACING- SINGLE WIDE 11'-8' 240 Y-6 10'-0' V-7' 6'-10' - III 16'x16' 3950LBS ABS PLASTIC PADS KORUNAS PER BUILDING 1 SHED WIDTH LW UPLIIT(PCF)END ANCHOR-MAX.INTERIOR SPACING... xuxwGURE PROTECTION USAGE 10'-0' 200 3'�' 8'-0" 0'-9' 6'-6' - N 8'aB'x16' 1900185 CONCRETE BLOCK OUAUIY CON AND SANG MIX 13'-8' 7.00 243 11'-0•TO 3'-0' 1o'-0" NIItRcuxi:sKooru USAGE .D 8'-0• 160 3'�' 6'-0' 0'-10' 51• - •BASED ON 2001 SOIL BEARING CAPACITY(20DOPSr IS TWCAL) SIMM E FOULAGE Im TNN1 7m 1AMr. NOTES 11'-B' 8.00 208 D'-0'TO 3'-O' 10'-0' REVISIONS 6'-0' 120 3'{' -ES ARE FROM END OF JOIST TO CENTORS OF(2)414' 1.HOLLOW OR SOLID CONCRETE BLOCKS(8'•8'x187 MAY BE STACKED SOBS ONLY.13'-B'ME SHEDS HAVE(4)SETS OF SODS. ON PADS FOR HIGH SETS UP TO 4B'YNRHOU REINFORCING. 1 O'-Q" 5.00 174 or 10 3'-0' l0'-0' REV DESCRIPTON DATE BY 2.ABB PADS REQUITED ON I l'-B'AND 13'-B'ME SHEDS ONLY. ' 4.00 13B U-o'TD Y-0' 10'-0' TABLE 3 6'-D' 3.00 104 6-W TO S-W 1o'-D' SUPPORT FOOTING PAD SPACING.FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPETABLE B 30'AUGER ANCHOR SPACING -DOUBLE WIDE , SHED WIDTH TYPE LW P END PAD MAX.SPACING END PATI 510E RUNNER INTERIOR SIDE RUNNER (LF) A P PAD TYPE SHED WIDTH LW I UPLIFT(PCF)ENO ANCHOfl••MAX.INTERIOR SPACING... Woxn BF, 13'-B" SW/DW 4.15/332 O'TO 6' 8'-0' 1936LO 1,11.III.OR N IB79L8 1.11,III,OR N (n MTB 20'-0' 1D.DD 400 0'-0'TD 3'-0' s'-D' p O"I.: 11'-B' SW/OW 6.00/480 O'TO 6- 6'-0' 2558LB 1•U.in.OR N 2558LB 1•II•III,OR N •LOAD WIDTH OF UPLIFT ON RUNNER W . 4/26/16 ••LOCATION FROM END WALL OF AUGER ANCHOR 10'-0' SW/OW 5.00/400 O'TO 6•. 6'-0' 2400113 1,11.III.OR N 2400LB I,11,111,OR IV •••WUIMUM SPACING BETWEEN ANCHORS _ (n N/A NOTES B'-O' SW 4.00/320 or TO 5- 6--0' 2029LB 1,11,W OR N 2133L8 I,II,III,OR N 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W ALL 2.ALL MEASUREMENTS ARE CENTER-TO-CENTER. 0 GENERAL NOTES 6'-0' SW 3.00/240 0'TO 6" 6'-0' 1658LB 1.11.III.OR N IB66LB I,I1,III,OR N 3.THE MIMMUY NUMBER OF ANCHORS PER SHED 6(4).(I)ANONOR PER EACH CORNER 1.FOUNDATION PUNS ARE NOT PART OF THIS •LOAD WIDTH OF UPLIFT M RUNNER B OEIWEEN ANCHORBR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' JPI1lANR15 SETIOND ARE GOVERNED By LOCA 4.ANCHORS SHL BE ON SIDE WALLS EXCEPT WHEN THE SHED S PLACED NTO AN 2.THR BUDDING IS EXEMPT FROM THE FBC 1P M SALEO PACING IS END TO CENTER OF PAD. EXISTING BUADING;W WHMANCHCRS CAN BE PLACED ON WE END WALLS AS CLOSE LV ENERGY CONSERVATION CODE PER SECTION 2.PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. TO THE SDE AS POSSIBLE. J 1016.22. 3.USE BLUE MAUY SPACING FOR INTERIOR SPACING. m 3.REFER TO TIE-DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 0 0 Ld 212'GMVAOZED WASHER \%\%,��•..•••••T.•••••�.�Q (12 ANIZED WASHER WITH 1/2-Nur 1/2'THREADED RDD z \\ _\CENSE '•.,��i WI1N 1/2'NUT OPTIONAL TOR-HIGH SET- NOTCH OR COUNTERSINK BOLT THRU 214'BOTfON PLATE `0�illl THREADED ROD ETES BOLTED TOGCTHEfl WITH 1/2id'FOR'HIGH SET' BOLT h NUT WNN(2)211'CMVAM2E0I/2'COUPLFABOTTOM PLATE 1/2'COUPLEIR •% WASHERS(2.000LB SHEAR GPAfDO') _ TO 21B'P.T.BASEi( L 1/2'.5•(400 DLJ CONCRETE WORGED EYEBOLT MIN. WEDGE ANCHOR IMO 61AB _____ 4'YIN.• • THRU 2x{'P.T.BOOOY PLATE �I (SEE TABLE I FOR SPACING) T = EYES BOLTS WITH I/2'a2' C7 13STATE OFBOLAS NUfl GMVANREO TYPE L D,l0,OR N P WITH BLOCIONG AS REOU (SEE TABLE 3). 1/2'd'({00 LB.) SIYPSONA-24 LONFAETE STAB BY OTHERS TIBTOUGH CONCRETE SLAB eY OTHERS THROUGH � Q'WASHE115 HEAR CAPACITY) iCONCRETE WEDGE ANCHOR CUP OR EOUM LOCM CODES AND JURISDILRION LOCAL CODES ANO JURISDIC110N Z � T O R(0AUGER ANamR (SEE TABLE 1 FDR SPACING) OS(SFOR sPACING)SHED WITH SKID //��/ON A SHED WITH SKID SHED WITH 'NO FLOOR' OPTION T PA ANCHORED TO CONCRETE ANCHORED TO CONCRETE 1111 1111 J MOtth.W T.Bold..;P.E. TIE-DOWN DETAILS W N ROTIdD.°Ga^B° 64606 Z ShOet: AD-1 OF 1 End Wali Header Schedule 190C �• PSI APPROVAL 2018-01-18 Side Wall Header Schedule(180C) Bha(d} Mas.Spm NJtsl Fastmas w/a snap f Building VVIdth 04 ALUMINUM ROOT sHFATwNG Size' Pto b' Fastmem wT strap t-2xP• 6'L' o - Is -.4..�_Wv+'�iNr+++ti'+-„J' ._G. Mm .x.span ( md) IA0 -8'x 0.1s1•ndls e e a va ussm pa. n ; 1.4'x4' b.NJ-Numbar ofisdlstudsmgAmdto5uront..d, d. ' 4Y4'w2k4' B'•0' 1 8-9'x 0.191'ouil. '�•�•'- ..�.. • a Ist T.LW Vatuoa aro o 2 Spou-pinuFlr umbor. a NodJxk studs.but 2[a studs idd IOL :. •.`c.•, -.. '. '2'Y'- b.NJ-Number orlack studs ro9uked to support mch and `�- . e.WRdar header for window operdngs that hme mom than 6076 eo Umd stud wd shoe - sodlistaw,othervilso use domhmdorachodula d.Sm header doxdlls hrodtemste layouts,I.s.2.2x4•or4'x4'P.T. e w aaa nutlw Aea2 ;-"4- e.Thincan e hder be eft hod to the top plate ata and thus hthe combined st-gth Aw ma'�anmik'srmam noses CODE I FOR TIO .9fteent and use the mind—span stdnd caoE valsIoN - MNArAcmlaR suwAm swm T is RUNNtRS i u mwa "U"N"ITPE {i WIanum,"T,PE pnn=.N win •� o IIXE SVPPIm9aN srsrtll wls 2•.4'muss �r 024'O.C. j i us,r " � w Irr mm - .1P ALLofllalE NUMBER ai SmW6 , 1 it ukx al9c IYeID sP® 1s � � (s°wAnwtl¢�umeom�'�aalna wucsune c END*A HYDROVENT DETAIL SIDE WALL WINDOWS FND WALLS WINDOWS & 4"x4" W/2"x4' IN605I,I� V,onod jOFTI0NAL1 \/��/ & DOORS DOOR 6' WIDE OR LE55 aircom�wOTEM y-61e IVMRTAUM • G.F.I. -15i+ � Imop M Wo R rzvv ar am wwr oao ..._ - ......_ ... -.._-__.-- . . . _ - . ... OUTLET - .__.____- -. -. IiooR-oEAo I...- -ALL ._..__ ...rte.... LInMI(G sNN1 aE 14 GAGE J-WIRE MO UHIE cooylaY/6w SOURCE N O -°law IN ALL AL BOXES. ycy�ur-y sw:wre rlaaH Uw I= sin.rets-tnnsr oPr. DESIGN PRESSURES L Q a�a ga w.w •R•.VWG W to.%nOnk ROOF WA RDOF+z7Ja-9a.7 ROOF FRAMING PIAN WIRING DIAGRAM;, gWKe,IAvAfa9U. MomeEs PIH p MG , w.wm.,c,am.Gae.wwrz DOOftS 00 +J2b-29Z (OPTIONAL) wanvxur..mal I.AWGVi'c Pt`°`Ee°°N usACE uoezmmaMPrranimn WnuvVhE SHOLIFH MAGE w rcom IVIr. •�.1a�.IDG WAr SOUV E IMAGE )10 SpEr.di Itv Ir REVISIONS •mrw z s xw .ELAn REV DESCRIFTON DATE !)Y vp1oAofv M 'U. . ao: Amo IM swaps �� aN sag Br • WMRS Z 12/12/17 om exn O -SE.: E N A. n,sore wz U)U) _ ii Ai o,na Hwh. g W SS=e-18OCR7 ' ream mows !L� 'cwln®n°t�ace m IIS ww m win U¢ - 31,wp m ax we a.m mmm,o s ,Is ree sine ca�momn - W J mpE pq iotas r a"°Nowa d°`kw. STANDARD WALL DETAIL nine Nu rs Hna oxine Aw"° r dt F< i am Q°" mua w .va wwum PA t roamuiolr ea m nx< m Kwa A F l Au snmL renaq,4 oe Ae at p ar,oxer rd ro,Y r4 m rr- nDa.ddnrw WITR DOOR h WINDOW OPTIONS uon uvn� ww us to V a aminiaax win Xaa sa rt lu rove ul w'YNdAN ELEVATION CR05S-SECTION END ELEVATION ,ami cn'rawO�m w TwI er I A CH FRAME Wn DOOR A•m. wa -L�•.L tin v O 1.MLwTpN�NYs.uo mwe to 11�n<ImauW vrinlmo b�IoA��YEva�swa°ODw�i art waw vwxnwL IMAme alfd mrw v,Iii raimm mm ocoenw°�mc - i \\1111111// Z - % r-0• v-r ar - 11 `\�el LJ 77T `r/ coxw Of a U1 s § Q _ x :. '- STATE [r✓` .fix ya•Tf.amaim ax•P.r.Alob®fix I 0% '`FO`O RID I` g pwnm�p p /��SAO N A Q / 111111110\ r-rm,r rsw u' - ft- :-- -- -' - -- "- - Z FloridawLicen a*#84808 END ELEVATION END ELEVATIONRool WmfGur OOOH WEIR GAalJ`E DDDR �'�•>a somuz tsar a,osw.) FLOOR FRAMING PLAN m sheet• SSB-1 OF 1 HAYHURST SURVEY FAX 407-770-3445 PAGE 01 xJr a��._J'� I ��' LEGAL C IPY'ION ALL 0� tpT " �'-`;'BLOCK '. qi ACCOUN4( O THE PLAT THEREOF AS WOOED IN �� i , d'k' � '•� h$ '"' + PLAT BOOK .•r), PAGE I l?-C OF THE PUBLIC RECORDS OF �^ °; '��.��' ,);,�.•^'' u """-"Q' -~�� �I�I131�n! PIV020J FLORIDA. SAID LANDS LYING IN ?0 6r IMP Z/ s.. h ary �Al ll►Vl) l'x_,•.C.� ,.FLORIbAI. CONTAIN'ING .?..5 ACRES MORE OR' LESS. SU -13VEY NO d; Apo . a.10 � `.r 1. LANDS S OWN HEREON WERE NOT ABSTRACTED .;;�• b� ( , FOR RIG TS-OF-WAY AND/OR EASEMENTS OF (RECORD. 2. "P.C.P." NDICATES PERMANENT CONTROL POINT. I' IMEVATi N'S (IF SHOWN) HEREON ARE RELATIVE TO 4 • ► .�/7� �.,!ti •. _ , r �� .� ;I` N.G:V. D TUM, UNLESS OTHERWISE NOTED. i% q 4. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S .�. �,._ . _�•t? ' . _ ;b•�_ .�,,,�a, SEAL. r�r"• �� D.r� � _ 5. NORTH ARROW SHOWN HEREON IS. FDCr NORTH. �-IL.)LI L)RI Uu r r d�J PREPARED R: PCO SONS.. 6 . PAUL MOM- �;�T�7A MARILYN' 'E & WIL.LIAM P. LIU PUIS BARNETT N). NK OF I NU T.AN R I VER COUNTY INI)IAINI R ER 'F'T"I'i...N: GORFTIP.A.TIOINI CH I CACio T•11L..E C CMF%AIRY 2- 7- 2A2 I �x LuT 02-41 � ��zrr I r.,T uo I r�I a ccs e�,x �C. �� , - UT-1 L. ty ' �t rl-r ►s' earl- -_.. ,._..�..�I.PI -- .. .'g'g:yYr Of ''�`Cahic n 3` A K� 15'r euCTVGIr U �� lei� 4av2- y2- /!� �) I?«,�4� e v) U -f_ _ ,.A c U�Jin �.-�i�T� l[r1�.�'J� h CAP PAL.E.0 (sol Applicant-has been advised NO stnmWresI RECEIVED can be erected within mn„