The URL can be used to link to this page

Home My WebLink AboutSUBMITTED DOCUMENTSPERMIT MASTER FILE AEC # 27005 MEMORY: 32782 C 35245 NC MERMIt: 94 049'&n. TYPE: BR STATUS: C PROJECT: 94- BGU APPLIED :09/15/94 J ISSUED :09/16/94. LOCATION: 2413 51ST ST N COMPLETE:12/06/94 WORK CLASS: NEW HOLD ON PERMIT (Y/N): MASTER PERMIT: 9404983 DESCRIPT.: CONSTRUCT SINGLE FAMILY RESIDENCE 3/2 OF WORK . SCANNED) CONTR. ID: 08832 VALUATION: 88704.00 ENGINEER : PETRIIZZELLI, PHIL DESIGNER AYLOR INC St. Lucie County FEES DUE: 220.50 APPLICANT: PORT ST LUCIE PROPERTIES INC FEES PAID: 220.50 INSPECT CODE: OCCP TYPE: R CONST. TYPE: IVU SQUARE FTGc 2112 PROPOSED USE: SINGLE FAMILY RESIDENCE REPORT CODE: 0101 NUMBER OF UNITS: 1 NOTES: ROAD IMPACT DISTRICT: MAINLAND ZONE: 8 FEE: $584. 00 RADON: $21. 12 NOTES: SCHOOL IMPACT FEE:. $452. 00 (FPL N - MARIO --12/6/94 - 10: 56 AM) Use Standard Movement Keys or Press <Esc> to Exit 0 PLEASE PRINT_ DO,NOT"COMPLETE SHADED ARf+��$'$�7 USE B CR�F�uQ1E INK ONLY_-iid�—' '— DRIVS QUtRED E�Elv�u PROJECT INFORMATION .LUCIE CGUNI i r/ Nn s+ WN UEP I << nii l l: 05 n 3 and SYa SUBDIVISION: { �p r rc�rx i� ��4�- G)9cldy - rr, LOT: 6F A BLK E PROPERTY TAX ID #: I `i31— 701— 00 PARCEL SIZE (ACRES OR SQ. FT LEGAL DESCRIPTION: L o+ OWNER NAME: 171� MXR ADDRESS: +F9,5 �S QIVc� CITY: VQV-+ 5+- L�cie. STATE: F (_ ZIP: 3goL53 PHONE#: (y0"7)_ IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL" IN NAME AND ADDRESS BELOW. ��rOl ✓a� FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: i r o q iqg • �• � b Lq'� L' R t I I VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL ONR (CCCL). FL DOT SLC STORMWATER P fR MANGROVEALT SEA TURTLE PROT SP VALUE - PLANS -REVIEW FEE C OF C FEE- - ROAD IMPACT FEE ROAD IMPACT DISTRICT -ROAD-IMPACT CRFD(T- ALTERNATInDEV.FEE -. FOR OFFICE USE ONLY REQUIRED I) I) [l PRYt / / t764 DATE RECEIVED REQUIRED FEES ------- - - _ NOT RETIRED [I// I �] I�[ I ) $ RADON FEE $ /, /a RCPT �� [) C IMPACT-7-ONE DEV_ FEEZONE SCHOOL IMPACT- FEE $ — SCHOOLBOARD APPROVED POLICE IMPACT FEE $ .. r, i SCHOOL IMPACT qlEDIT YES NO YES [ ] No FIRE IMPACT $ SUB PERMITS REQUIRED GAS NOT- REQUIRED AIR CONDITIONING [) [lf ELECTRIC [ [ ) PLUMBING [ [ ) SCREEN ENCUFENCE, [ [ ] ROOF [ DRIVEWAY [ [ ) pi ZONING CHECKS ` ✓ " iD BBL /3, 6 LOT COVERAGE g 3�' EASEMENT I"D LOT SPLITS o heh - % 10 p - n � Corn (ro h C U-,,o V -1 P o L e h o(z�l a c eQ � LL;) tyne io eohhe e n° <rDehplltn ah(2h ef cn a h a'r k -n PohA4cAtcSL r i '%-) U O'k r J c/c y, V..v Ln c� I--_ 6 .f Department. of Community Affairs - SN: 0050 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component. Prescriptive Method A CENTRAL F•RO TEC:T NAME: BRITTANY MODEL 1 BUILDER: PSL PROPERTIES NAN& AC'DRESS: WORST ORIENTATION I F•ERMITTING &LIMATE PSL ;OFFICE: PSL QONE: 4 1 1 511 611 OWNER: I PERMIT NO. !JURISDICTION IRISDICTION NO. 661'200 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst. case (yes../no) 5. Conditioned floor- area (s•a. ft.. ) 6. Predominant cave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear- Glass b. Tint, film or solar screen, 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulat.ion a. Adjacent.: t. Wood frame (insulation 11.Ceiling type area and insulation; a.. Under- attic (Insulat.ion R-value) 12.Air- distribution systems a. Ducts (Insulation + Location) 1:.3. Cooling system 14.Heat:ing System: 1.5. Hot. water- system: 1. New Construction 2. Sinole-Family 4. ---- 5. 1500.00 _-_- 6. 1.00 ___ Single Pane Double Pane _a. 0.Osgft. Q.00s=lft. ---- 4b.243.lsgft 0.00sgft. __-- 9a.R= 0.00 , 175.00 ft. _-- R-value) 10a- ' R=11.00, 11 71.00sgft_---- R-value) 10a-2 R=11. 00, 134, 00s9ft---- 11a..R=19.O0 , 1615.00sgft---- 12a. R= 6.00 unco nd ---- Q. Type: Central A/C __-- EER: 10.00 14. Type: Heat. Pump HSPF: 6.80 15. Type: Electric EF: 0.90 16.H_t. Water Credits: (HR-Heat Recovery, 16. __-•- DHP-Dedicat:.ed Heat. Pump) 17.Infilt.ra.tion practice: 1, 2 or :3 17. 2 ---- IS.H.✓AC Credits (CF--Ceiling Far-, CV -Cross vent., 18. __--- HF-Whole house far-:, RB-Attic radiant t. barrier-, hit-Nult.izone) 19.EPI (must not. exceed 100 points) i9. 98.07 ---- a. 'Total As Built_ points. 19a. 30091.27 ---- b. 'Total Base points 19b. 306_,3.13 ---------------------------------------------------------------------------�--- A- ---------------------------------------- IT Hereby certify that the plans and spie'alfications covered by this calcu- lation are in compliance with the Florida EnergPREPARED BY:- I'�ATE:lills; I hereby certify that this building is in compliance with the Florida Energy Code. --------------------------------------- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.906 F.S. OWNER/AGENT: 1 BUILI:'ING OFFICIAL: -------------------------- DATE:--------------------------------- 1 DATE: ------------- Department of Community Affairs SN: 5050 FLORIDA ENERGY EFFICIENCY CODE FOR BiIILDING CONSTRUCTICiN A FORM 60OA-93 Residential Component Prescriptive Method A PROJECT NAME: BRITTANY MODEL 1BIiILGER: PSL PROPERTIES t AND AI:DRESS: WORST ORIENTATION !'PERMITTING !CLIMATE PSL 1OFFIC:E: PSL !ZONE: 411 511 OWNER: :PERMIT NO. :JURISDICTION NO 1. New construction or addition I.. Single family detached or Multifamily 3. If Multifamily -No, of _nits 4. If Multifamily, is this a worst- case 5. Conditioned floor- area (sq. ft.. ) 6. Predominant eave overhang (ft.) 7. Porch, overhang length (ft.) 8. Glgiss area and type: a. Clear- Glass b. T nt, film or- solar screen 9. Flo_�r- type acrid insulation: a. :Gjab on grade (R-value, perimeter) 10.Net. Wall type area and insulation:a.. Etterior-: 2. Wood frame (Irr_ulat.ion a. Alacent.: 2. Wood frame (Insulation 11.Cei.l.ing type area and insulation. a.. Under attic (Insulation R-value' 12.Air distribution systems a. Du=t (Insulat.ion a Location) 1.3. Cco.l i ng system 14.Heat.ing System: 1.:. Hot. water system: 1. New Construction CENTRAL 6i i 66120CI CK attached 2. Single -Family -- 3. CI ---- (yes~no) 4. -- 5. 1500.00 ---- 6. 1. i i Ci ---- 7. n , CIO i --- Single Pane Double Pane--- 8a. 0. Osgft O, Oosgft 8b.243.1sgft 0.00sgft. ---- 9a. R= 0.00 , 175.00 ft. --- R-value) 10a-2 R-11,00, 1171,00sgft._-- R-value) 10a-2 R=11,00, 134.00sgft. 11a.R=19.00 , 1615.00sgft. 12a. R= 6.00 , uncond 1:3. Type: Central A/C ---- EER: 10.00 ---- 14. Type: Heat Pump ---- HSPF: 6.80 ---- 1' �. Type: Electric ---- EF: 0,90 ---- 16.Hot Water Credits: (HR-Heat Recovery,. 16. ---- DHP-Dedicated Heat Pump) ---- 1.7.Infilt.r-a.t.ion practice: 1, ? or 3 17. i 18.HVAC Credits (C:F-Ceiling Fan, CV -Cross vent., IS. ---- HF-Whole house fan, RB-Ot.t.ic radiant. ---- barr-ier, M2-Mult.izone) 19.EPI Qust not. exceed 100 points.) 19. 98.07 a. ; Total As -Built points 19a. :30091.27 b.ITotal. Base points 19b. __-_-- 30603.13 ---- ------"-----------'--------------------------------- ! :L Hereby'certify that the plans ar-�d----1 Ispecificat.ions Revie---------------------------------- w of the plans and specifications covered try this calcu- 1 red by t cover ed this calculation indicates are in Compliance with the 1 compliance with the Florida Energy Florida Energy C:w 1 Code. Before construction is completed 1 this building will be inspected for- PREPAREDSAYS? ----------- - 1 compliance in accordance with Section L:ATE: _.i.9U_' F.S. - I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT-:-------------------------- 1 BUILDING OFFICIAL: DATE: --- ---------------------------------- 1 DATE: � SUMMER CALCULATIONS ******************************************************************************* === BASE AS -BUILT �== GLASS-'-------------- | ORIEN AREA x RSPM = ----------------~.^--''-`----------------------------------------_---',`^-----^ POINTS | TYPE SC ORIEN AREA x SPM x SOF POINTS N 19.30 82^2 1504^3 | SGL TINT N 9.0 51.5 .86 30.1 | S6L TINT N 9^3 51.5 .89 427^3 E 117^60 32"2 9666.7 | SGL TINT E 16.0 107.1 .89 1523"2 | SaL TINT E 53.0 107.1 .80 4560.0 | SGL TINT E 48.6 107.1 .92 4788"7 S 23.20 82.2 1907.0 | SGL TINT S 11.6 98,3 .97 992"0 | SGL TINT S 11"6 98.3 .87 992;0 W 84^00 82"2 6904.8 | SGL TINT W 30.5 107"1 .96 3130.4 | SGL TINT W 40^0 107"1 .95 4069^8 | SGL TINT N 13"5 107"1 .68 988"4 ----------------~-----------------'-----~`-~~.------------------------~-----^-- ,15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS | GLASS AREA ------`--'-^-----------------^----------------'-..-------------------'.^------~ AREA FACTOR POINTS POINTS | POINTS .15 1,500.00 243^10 .926 19,982.82 18/495"00 | 21,871"04 NON GLASS------------ | AREA x BSPM = ----`--`--'^^-----------''---^-------------~~'~~-^-------------------------^`-- POINTS | TYPE R^VALUE AREA x SF`M = POINTS WALLS--`--------^---- | Ext 1171.0 1.0 1171"0 | Ext Wood Frame 11"0 1171.0 1.90 2224.9 Adj 134^0 .7 93.8 | Adj Wood Frame 11.0 134.0 .70 93"8 DOORS ---------'^^---- | | Ext 20.0 4"8 96.0 | Ext Insulated 20.0 4,80 96.0 Adj 19^0 1.6 28^9 | Adj Wood 18.0 2.40 43.2 CEILINGS------------- | | UA 1500"0 .6 90b "0 | Under Attic 19"0 57.0 1.10 106.7 | Under Attic 19"0 1518.0 1,10 1669.8 FLOORS --------------- | | Slb 175.0 -31"9 `5565.0 | Slab -on -Grade .0 175.0 -31^90 ^5582^5 "INFILTRATIDN'-------- | | � 1500^0 10^9 16350"0 1 Practice 42 1500"0 10.90 16350.0 TOTAL SUMMER POINTS | * 31,569"60 1 36,872"94 TOTAL x SYSTEM COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT ~-~--`-^-~---^'---------~~-----------------`-~^`~----^-------------------~~---- POINTS | COMPON RATIO MULT MULT MULT POINTS 31,569"60 ,37 11`680.75 | 36,872"94 1"00 1,100 "340 1.000 13`790"48 WINTER CALCULATIONS BASE AS -BUILT GLASS ---------------- ORIEN AREA x BWPM = -------------- i POINTS TYPE SC ORIEN AREA < WPM x WOF = POINTS ------------------------- N 18.30 -3.4 -62.2 ! ------------- SGL TINT N ------------------- 9.0 9.6 1.08 ------- 9?.7 1 SGL TINT N 9.3 9.6 1.06 94.9 E 117.60 -3.4 -399.8 1 SGL TINT E 16.0 -2.0 .40 -12.8 ; SGL TINT E 53.0 -2.0 -.07 7.4 1 SQL TINT E 43.6 -?.0 .57 -55.4 S 23.20 -3.4 -78.9 ; SGL TINT 8 11.6 -10.2 .92 _108.9 t SQL TINT S 11.6 -10.2 .92 -108.9 W 84.00 -3.4 1 :SGL TINT W 30.5 -2.0 1 SGL TINT W 40.0 -2.0 .71 -56.8 1 SGL TINT w 13.5 -2.0 -.76 20.5 . 15 x COND. FLOOR / TOTAL GLASS -------------..-_._..---------------------------- = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA ------------------------------------ AREA FACTOR POINTS ---------------- POINTS POINTS .15 1,500.00 243.10 --- .926 -826.54 ------------------------- -765.00 -172.46 NON GLASS------------ i AREA x BWPM = ------------------------------------------------------- POINTS 1 TYPE R-VALUE AREA x WPM = POINTS WALLS- - -- - -- - - - -- - - -- - - i ------------------ ------- Ext 1171.0 1.1 1288.1 ; Ext Wood Frame 11.0 1171.0 2.00 1342.0 Adj 134.0 1.8 241.2 1 Adj Wood Frame 11.0 134.0 1.80 241.2 DOORS ---------------- Ext 20.0 5.1 102.0 1 Ext Insulated 20.0 5.10 102.0 Adi 18.0 4.0 72.0 1 Adj Wood 18.0 5.90 106.2 CEILINGS-------------- I UA 1500.0 .6 900.0 1 Under Attic 19.0 97.0 1.00 97.0 1 Under Attic 19.0 1518.0 1.00 1318.0 PLOORS --------------- Slb 175.11 -1.9 -332.5 1 Slab -on -Grade .0 175.0 2.50 437.5 INFILTRATION--------- I 1500.0 4.1 6150.0 1 Practice 42 1500.0 4.10 6150.0 I.OTAL WINTER POINTS 7,655.80 i 10,021.44 TOTAL x SYSTEM HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ------------------------------------------------------------------------------- ; COMPON RATIO MI LT MI LT MALT POINTS 7,655.00 1.10 0,421.30 : 10,021.41 1.00 1.100 .500 1.000 5,951.79 WATER HEATING BASE AS -BUILT NUM OF MULT = TOTAL 1 TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ------------------------------------------------------------------------------- 3 3527.0 10,50.00 1 40 .90 1.000 3449.7 1.00 10,349.00 SUMMARY BASE AS -BUILT COOLINd HEATING HOT WATER TOTAL 1 COOLING HEATING HOT-WATER TOTAL POINTS !+ POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS 11680.8 0421.4 10501.0 30,603.13 1 13790.5 5951.0 10349.0 30,091.27 EPI = 98.07 i ENERGY GUIDE o For detailed information of the EPI rating number- or- for any ITEM listed, .ask your Builder for EPI= 98.1. DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100. The lower- the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME 'VALUE Low Efficiency High Efficiency SINGL C:LR DBL TINT WINDOW: ..................... Single Tint ;------ ':-------------- INSULATION ................. . Ceiling R-Value......... 19.0 Wall R--Value......... 11.0 Floor R-Value......... 0.0 AIR CONDITIONER tNER.......... ... . SEER/EER.................. 10.3 HEATING SYSTEM .............. Electric COP/HSPF........ 6.8 Ga.s AFUE............ 0.00 WATER HEATER ................ Electric EF.............. 0.90 Gas EF.............. 0.00 Solar- EF.............. OTHER FEATURES .............. ............................ R-10 R- 30 I---------? ----------- R-0 R-7 ------- -,.: R - 0 R - I':' Ii1.Ij SEER 17.0 _'.7 EER 16.0 . ; HSP•F 12. 0 0.7c: AFI iE 0. 91:1 --------------------- i_ 1 0.54 0.90 '--------------------- 0.40 0.80 '----------------------' I certify.that these energy saving features required for the Florida. Energy Code have been installed in this Mouse. Builder Address: Signature: Date: ----------------------- ---------- City/Zip ----------------------- Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 07-21-94 60601903.15 ' DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: DORT ST LUCIE PROP. TRACY �82 PORT ST LUCIE BL TRACY D STEELE A/C INC. SORT ST LUCIE FL 34953 Job Name: PSL/BRITTANY/FRAME EXPOSURE ;LASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ. TOTAL --------------------------------------------------------------------------- AREA 221 24: 1201 64: 0: 0: 0: 230 COOLING 422: 461: 5,670: 3,0241 Oi Oi Oi 9,577 HEATING 440: 480: 2,399: 1,279: Oi 0; Oi 4,598 BELOW JALLS NORTH SOUTH EAST WEST NE/NW SE/SW GRADE TOTAL ---------------- ---------------------------------------------------------- AREA i 329: 3271 303: 317� Oi Oi 0: 1,276 COOLING 416: 4141 383: 401i Oi 0: 0: 1,6.15 HEATING ; 627: ------------------------------------------------------------------------------ 623; 577; 604: O; O; O; 2,430 )OORS NORTH SOUTH EAST WEST NE/NW SE/SW TOTAL -- -------------------------------------------•-------------------- AREA 0; 0; Oi --- --------------- 42: 0: 0; ; 42 COOLING Oi 0: 0: 133: Oi 0: 133 HEATING i Oi Oi O� 2001 0: O� i 200 LOOR AREA COOLING HEATING 1500 --------------------------------------------------------------------- ; ----------------- -------------- 0 ; 3,901 ;FILING AREA ---------------------------------------------------------------------------- COOLING HEATING 1500 ------------------------------------------------------------------ ; 725 2,029 MISCELLANEOUS COOLING LOADS )eople Sensible Load ---------------------------- 900 Latent Load 7,028 .ights & Appl. Load 4,096 Latent Safety Btuh 703 +entilation;Load 1,650 )uct. Heat Gain 2,877 .nfiltratiori Load 1,856 SAnsible Safety Btuh 2,055 "OTAL SENSIBLE LOAD 25,483 TOTAL LATENT LOAD 7,731 summer ACH 0.50 Temp. Swing Mult. 1.00 *** Total Cooling Load 33,215 BTUH Or 2.77 Tons *** MISCELLANEOUS HEATING LOADS 'nfiltration Load --------------------------- 6,930 Ventilation Load 3,080 Duct Heat Loss 2,085 Safety Btuh 2,317 linter ACH 1.00 *** Total Heating Load 27,571 BTUH *** >repared For: >ORT ST LUCIE PROP. 182 PORT ST LUCIE BL )ORT ST LUCIE , FL 34953 I I )ry Bulb �I Jet Bulb >ai.ly Range Latitude I 60601903.15 SUMMARY REPORT -------------- Prepared By: TRACY TRACY D STEELE A/C INC. Job Name: PSL/BRITTANY/FRAME DESIGN CONDITIONS for PORT ST LUCIE OUTDOOR SUMMER WINTER 90 42 80 20 27 INDOOR SUMMER WINTER 75 70 70 Daily Swing 3.0 Elevation 10 Safety Factor (o) 10 Latent Factor (%) 30 :ti:r.*w*w:V*'********** *****:V** zV* *** Zoom Heating ,lame BTUH =NTIRE HOUSE 27,571 27,571 1EATING DELTA T 17.3 Sensible Heating Cooling Cooling CFM BTUH CFM 1,450 25,483 1,450 1,4SO 25,483 1,450 COOLING DELTA T 16.0 / NOTE: *** Calculated.Airflow is based upon load requirements. Verify that airflow calculated is compatible with selected equipment requirements. *** ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT FILLED LANDS AFFIDAVIT . I, the undersigned, am the owner of the following described property, Lo-t- 3 a.cnd tne. Sou+h kia.1F CS- V,9. o(? Lot.2 , HQYM01)11 H iigl+s 1-rc�cL�t�rlor� YercP) 't 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. P4 I'LPEI-eQL2'5�W �o�T S1-1 CJG Fkaft Property Owner Date Property Owner D (Prim) (Signature) ACKNOWLEDGEMENT STATE OF FLORIDA 1 COUtM OF St_[ 6E- F' F SWORN TO AND,SUBSCRIBED before me this day of q c/z199 L ,;4�.s� r,•d/�t� /PA.� �-l�/1� />G--Ti2uvi� r�i Signature of Nota4 Print Name of Notary OFF1CIgL N _ No-z^, Public Title MARILYNP gRYS qL NOTARY PUBLIC �U�ZELLI Commission Numb- COMMISSION �p OF'`T'ORIDq MY COMD;ISSION CC267872 EXP. qPR. 91997 STATE OF FLOR DEPARTMENT OF ONSITE SEWAGE CONSTRUCTION Authority: ;C'. U08% IVOLI PSL/CIgr PERNIT // ANDREHABILITATIVE SERVICES DATE PAID 9 !� AL SYSTEM_ FEE PAID $ 7--4'0 RECEIPT 2� S �i 381, FS & Chapter 1OD-6, FAC u' •CONSTRUCTION PERMIT. FOR: [t'�] New System [ ] Existing stem [ ] Holding Tank [ ] Repair [ ] Abendi me { ,] other(Specify) .APPLICAIINT: /+ /� ,i AGENT:P PROPERTY STREET ADDR�SS: l.L y e [ ] Temporary/Experimental LOT:J �6I 2.. BLOCK: — SUB IVISION: // l_ m/44 !A /-laa hor iTQ�/T/av PROPERTY ID [SECTION/TOWNSBfP/RANGE/PARCEL NUMBER] [OR TAX ID NUMBER] Ll SYSTEM MUST BE CONSTRUCTED 'IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 1OD-6, PAC REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIFICATIONS T [ ] [GALLONS / P.PD-,] SEPTIC TANK/AERQBZC UN1T_^APACL= MULTI-CHAMBERED/_N_a9&W&:I/Y]� A [ i.] [GALLONS / GPD] CAPACITY MULTI-CHAMBERED/IN'SERIES:['] N [ �] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ Ij GALLONS i PER DOSE DOSING TANK CAPACITY DOSE RATE [ ] PER 24 HRS NO. OF PUMPS: [ ] D R A I N F I E L D O T H E R SQUARE FEET BR-T RY DRAINFIELD SYSTEM [[ ] SQUARE FEET/ SYSTEM TYPE SYSTEM: [ ] STANDARD [ ] FILLED CONFIGURATION: [ ] TRENCH [/L ] tBED LOCATION OF BENCHMARK: �A RQ/Tl� T ] MOUND ELEVATION OF PROPOSED SYSTEd SITE [ ] [.IIGCHES/FFC' ]a [ABOVEIBEL-OW-' BENCHMARK/ REEERE T^T,. F R^.SN-T BOTTOM OF DRAINFIELD TO BE'[ ] [INCHES1,9T] [ABOVE/BEI.OW] BENCHMARK/ REEEREALCE_OINT. 1 02— FILL REQUIRED: [ %C?] -INCHES EXCAVATION REQUIRED: [ g y] INCHES n A . ROOF MUST BE GUTTERED PRIOR i0 SPECIFICATIONS BY: ^ ///J� �/ TITLE: FINAL APPROVAL. /r APPROVED BY: TITLE: S / CPHU q '! IRATION DATE: DATE ISSUED: 7 Approved THIS PERMIT IS ISS55 DASED ON AN 1 APPLICATION MADE FOR A THREE (3) / 3gi� Lucie l;o Health Unit BEDROOM PRIVATE RESIDENCE. ANY xxs-x Form 4016, Mar 92 (obsoLe es previous editions which may not be used) USE OF DEN, STUDY, OR OTHER RE *Page 1 of 2 (Stock Number: 5744-001.4016-0) CREATIONAL ROOM AS A BEDROOM WILL VIOLATE SYSTEM DESIGN AND APPLICANT MAYCAUSE SYSTEM FAILURE INSTRUCTIONS: PERMIT NUMBER: — Permit tracking number assigned by CPHU. APPLICATION FOR: Check type of permit, if "Other" specify type in blank. m APPLICANT: Propertyrowner's full name. TELEPHONE: Telephone number for applicant or agent. ' AGENT: Property owner's legally authorized representative. i MAILING ADDRESS: P.O. boz,or street mailing addre@s for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CPHU may require property appraiser ID H or section/township/range/pareel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter IOD-6, FAC. DRAINFIELD: Minimum specifications from Chapter IOD-6, FAC. j �I OTHER: Other specifications, such as operating permit requirements, low -volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be scaled. i APPROVED BY: County Public Health Unit (CPHU) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CPHU. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. it s 0 a013- ISal p5!_/C— ., ! STATE "OFFLORIDA - DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Authority: Chapter 381, FS & Chapter 1OD-6, FAC ` 1 ' °CONSTRUCTION PERMIT FOR: [�] New System [-.�] Existing System ( ]Holding Tank [ ] Repair [ ] Abandonment [ ] Other(Specify) APPLICANT.: / 1u'v !i: // ",r IL r C 141,1-k PROPERTY STREET ADDRkSS: A LOT:3 'C/tf Z PROPERTY ID #: BLOCK:SUBDIVISION: %fin, SSECTION IOR TAX F" PERMIT # .21, DATE PAID I Z v FEE PAID $ RECEIPT # Z Cl s '[3rD u [ ] Temporary/Experimental NUMBER] C- r t-`L'1 W --4) SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SP CIFICATI<ONS AND'E CH STANDARDS/O�PTE'd.'1OD-6, FAC REPAIR PERMITS AND HOLDING TANK PERMI S EXPI 0. DAYS FROM THE DATE OFt ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIFICATIONS T [ [GALLONS / rani SEPTIC TANK/AEROBS.C_UUIZ.. GAPACI:LY MULTI-CHAMBERED/IN SERIES: IIJI� 1cr-0] A [ ] [GALLONS / GPD] CAPACITY MULTI-CHAMBERED/IN SERIES:'[%_] N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K '[ ] GALLONS PER DOSE DOSING TANK CAPACITY DOSE RATE [ ] PER 24 HRS NO. OF PUMPS: [ ] D R A I N F I iV E L D 0 T S H E R T _ SQUARE FEE�R' RYDRAINFIELD SY"STEM _ [ ] SQUARE FEET SYSTEM TYPE SYSTEM: [ ] STANDARD [ ] FILLED CONFIGURATION: [ /]'' TRENCH [(�� ]. BRED LOCATION OF BENCHMARK: v A R Q /t1T73 P i f/ L] MOUND [(, ] +' V7'MO E 6 ; I . ELEVATION OF PROPOSED SYSTEf SITE [ '7 ] [INCHES/EM4- [ABOVE/-BEL-OWj BENCHMARK/RERERENCE-PZINT BOTTOM OF DRAINFIELD TO BE [ G� ] [INCHES/PAL.] [ABOVE/BFBOW] BENCHMARK/ REEERFNCE paINT FILL REQUIRED: [��?J -NCHBS EXCAVATION REQUIRED: [ g y] INCHES r%�/�lrUL--- _ i. _� �...._- i..._.i� r =// f/�._�_ ♦ t. .�_�eri .9i��-,r l--. ham.-J SPECIFICATIONS BY: /J APPROVED BY: r / C_X�CiCJ (.iC DATE ISSUED: TITLE: TITLE: Ci I _ CPHU EXPIRATION DATE: -yb ' HRS•H Form 4016, Mar 92 (Obso(etes previou t ions which may not be used) (Stock Number: 5744-001-4016-0) INSTALLER/CONTRACTOR Page 1 of 2 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number assigned by CPHU. APPLICATION FOR: Check type of permit, if 'Other' specify type in blank. APPLICANT: Property owner's full name. f� TELEPHONE: Telephone number for applicant or agent. i AGENT: Property owner's legally authorized representative. MAILING ADDRESS: i P.O. box or street mailing address for applicant or agent. I LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CPHU may require property appraiser ID # or section township/range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: I Minimum specifications from Chapter IOD-6, FAC DRAfNFIELD: OTHER: SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: EXPIRATION DATE: Minimum specifications from Chapter IOD-6, FAC. i Other specifications, such as operating permit requirements, low -volume Bush toilets, variance provisos. 1 Name of individual providing specifications. If designed by a registered engineer must be sealed. 1' County Public Health Unit (CPHU) personnel reviewing and approving permit Date permit is issued by CPHU. One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. m 4, STATE. OF FLORIDA PERMIT ram^ DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES DATE PAID`'- ONSITE SEWAGE DISPOSAL SYSTEM FEE .PAID $1 CONSTRUCTION PERMIT RECEIPT Authority: Chapter 381, PS & Chapter lOD-6, PAC "CONSTRUCTION PERbtIT FOR: [F] New System [ ] Existing System ( ] Holding Tank [ ] Temporary/Experimental [ ] Repair [ ] Abandonment. ( ] Other(.Specify). APPLICANT: �} �� / -- i % AGENT.:., i -• { �.i �i , PROPERTY STREET ADDRESS: LOT:" efPe BLOCK: SUBDIVISION: .PROPERTY ID #: [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER] [OR TAX ID NUMBER] -----------=----------------------------------------------------------- ----- SYSTEM MUST BE CONSTRUCTED IN ACCORDANCEWITH SPECIFICATIONS AND STANDARDS OF,CHARTER,IOD-6, FAC REPAIR PERMITS .AND HOLDING TANK. PERMITS EXPIRE„40 DAYS FROM THE DATE OF' ISSUE. ALL OTHER PERMITS EXPIRE. ONE YEAR FROM THE DATE OF ISSUE. HRS APPROVAL OF SYSTEM DOES. NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS: FOR ISSUANCE OF THIS PERMIT, REQUIRE. THE APPLICANT -TO MODIFY THE PERMIT APPLICATION. SUCH .MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULLAND VOID. SYSTEM DESIGN .AND SPECIFICATIONS T [ [GALLONS / .GJAj SEPTIC TANK/AE9Q1,I.C_MX=-CABACT.TY MULTI-CHAMBERED/IN SERIES: r}] A: [ t ] [GALLONS / GPDJ CAPACITY' :MULTI-CHAMBERED/IN SERIES:[-'] N [ ] GALLONS GREASE INTERCEPTOR' CAPACITY ,[MAXIMUM CAPACITY SINGLE TANK:: 1250 GALLONS]' K' [' ] GALLONS PER. DOSE DOSING TANK CAPACITY DOSE .RATE [. ].PER 24 HRS NO. OF PUMPS; [ ] [L/ SQUARE FEET PR-14ARY GRAINFIELD SYSTEM [ ]. SQUARE FEET -'SYSTEM TYPE SYSTEM: [ ] STANDARD [ ] FILLED CONFIGURATION: [ ] TRENCH [_��.,] BED LOCATION OF BENCHMARK: Fes _ ELEVATION. OF PROPOSED SYSTEA BOTTOM OF DRAINFIELD TO BE'I MOUND ;, - f `/ , (` � ). - , . SITE ] [INCHES/FTI,[ABOVE/B-ELOW] BENCHMARK/REFEREH-CE-.P.OINT -'' J [INCHES/.T] [ABOVE/BELOW) .BENCHMARK/REFERENCE POINT;: D FILM REQUIRED.: [ �/{ / J INCHES T/y r,. It H f E R EXCAVATION REQUIRED: [ �.k 1�] INCHES 6 SPECIFICATIONS BY: TITLE: .APPROVED BY: TITLE s CPHU DATE ISSUED: }' rr EXPIRATION DATE:. MRS-H Form .4016, Mar 92 (Ubsoletes previous editions which may not be: Used) Page 1. Of 2 (Stock Number:-5744-001-4016-0) BUILDING DEPARTMENT 'INSTRUCTIONS! PERMIT NUMBER: APPLICATION FOR; APPLICANT: 'TELEPHONE: AGENT: MAILING ADDRESS: LOT, BLOCK, SUBDf PROPERTY ID#: SYSTEM DESIGN AN i MinimumLations from Chapluj$D-5, FAC. hlinlmum specifications from'Ckapter 1OD S,. FAC. I Other apecifi�5w6s, such a;bperatiolp Peml.t requirements, low -volume flush toilets; variance provisos. i BY: ^ -Name of individual prpviding specifications. If designed by a registered engineer most he. sealed. i TANK; Permit tracking number a"igned by CPHU. Check typeof permit, if °Other specify type in blank- Propertyowriet-'a full name, r Telephoa number fos plicam or agent,. - / Property owner's legally allthhorized representative. ,P.O. box or street maijing address for applicant or agent. 27 charactc id number fd( property.. (CPHU Troy require pe r a r 'appraiser ID H or section/Ownship/rangelpar,el number) A1PPRQVED B> County Put ticHealth knit (CPHU) personnel reviewing and approving peran DATEISSUED: \ , .. -Date permit is issued by CPHU. EXPIRATION DATE: One, year from date issued if the system has not been installed. Permits for System repairs become void 90 days fron} the date. issued. STATE OF FLORIDA .PERMIT # ) DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES !`;�.r7%1i,.1'-sLL ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: AGENT: ANN 8 ROBERT CLAQ( PORT ST. LUCIE PROPERTIES/AYLOR, INC. LOT: Lot 3 8 St/2 BLOCK:' SUBDIVISION: Lot -2 E - - Harmony Heights Addition PROPERTY*ID #: [sect io Township/Range/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE , O OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION . NUMBER AND SIGN .,AND SEAL EAC P GEOF SUBMITTAL., COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [ X] YES [ - N NET 'USABLE 'AREA AVAILABLE: 15.180SO. FT ACRES TOTAL ESTIMATED SEWAGE FLOW.: 0%4502,GALLO ER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2] AUTHORIZED SEWAGE FLOW: L_C7� G _ ER DAY [.1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 1350 SQFT UNOBSTRUCTED AREA REQUIRED: 1125 SQFT BENCHMARK/REFERENCE POINT LOCATION: Nail in 10" Oak Trea-Elev.-10.00• assuped ELEVATION OF PROPOSED SYSTEM SITE IS 33R -INCHES/' T] [ABOVE BELOW] ENCHMA REFERENCES POINT THE MINIMUM SETBACK. WHICH CAN BE MAINTAINED FROM THE EA' TEt•1•TO THE FOLLOWING FEATURES:. SURFACE WATER: � 75 FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ]. YES [X]( NO FT NON -POTABLE: BUILDINGUFOUNDATIONS: > 7 IFTD UPROPERTY LINES. PR; VATS:FT 75POTABLE WATER LINES: NSA FT SITE SUBJECT. TO FREQUENT FLOODING: [ ] YES [X]. NO 10 YEAR FLOODING? [ ] YES [X] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: 6.9 ,CFDkiSL/NGVD SOIL PROFILE INFORMATION SITE 1 Depth yo toS2 _. to /na'. _j/1c) to to to to (USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 Munsell #/Color Texture Depth to to � 3 to , to i r �t�/—/ — to — 7 T to to to USDA SOIL SERIES: OBSERVED WATER TABLE: 63 INCHES [ABOVE BELOW] EXISTING GRADE. TYPE: [PERCHED / �PAREN�ESTIMATED WET SEASON WATER TABLE ELEVATION INCHES [ABOVE SELO� EXISTIN HIGH WATER TABLE VEGETATION: [�-]." Y.E,S� j. 7] NO MO _ ING: [ ] YES [X] 0'-1EPTH: INCHES LJ Li �5 �aeo u✓iy SOIL EXTURE/LOADING RA FOR SYSTEM SIZING: PU DEPTH OF EXCAVATION: q' INCHES e - DRAINFIELD CONFIGURATION: [ ] TRENCH [ ]•BED [ ] OTHER (SPECIFY)' REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY:, `� HRS-R Form 4015, Mbj-, 92 (Obsotetes pr (Stock Number:-5741'f 53-40 5-26 editions which may not be used) Page 3of 3 it INSTRUCTIONS: 1 PERMIT q; Permit tracking number assigned by CPHU. (1 APPLICANT: I Property owner's full name. AGENT: Property owner's legally authorized representative. i4 LOT, BLOCK, SUBDIVISION: Lot, block, and subdivisionfor lot. II�ti PROPERTY ID#: fj 27 character number for property. (property appraiser ID q or wetionhownship/mage/parcel number) PROPERTY SIZE: Check if properly size at site conforms to submitted site plan.. Record net usable area available - lot areaiexclusive of all paved areasand prepared road beds within public rights -of -way or easements and exclusive of streams, takes, normally wet dminage ditches, marshes, or other such bodies of water.. �I SEWAGE FLOW: h Record the estimated sewage flow for the establis}unem from Table 1 (residences) or Table 2 (noo-residential), Chapter I OD-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply�,1(7500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. !� UNOBSTRUCTED AREA: i' Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times. as large as the drainfield absorption area and at least 75 percent of the unobstructed area must oret minimum 11� setbacks in Chapter IOD-6, FAC. The unobairucted area must be contiguous. to the drainfield. ' BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation .(above or below) to the benchmark. II MINIMUM SETBACKS: ll Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or 'NA' for non applicable features. Features on site plan or within 75 feet of the applicant lot must he measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. { jl FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record IO year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are: required. Soil 1 identification will use USDA Soil Classification methodology (Munsell colors and USDA soil lextuiea). Refusal, must be clearly documented. Provide USDA soil series if available, record 'UNK' if the series cannat determined. r WATER TABLE: ih Record the depth of the observed water table. at the time of the evaluation. Mark'perched' or'spparent' as appropriate. Record the estimated wet season water table. elevation based on site evaluation, USDA soil maps, and historical information. Indicateif there is high water table vegetation present. Indicate if motting: is present and depth. 11 SOILTEXI'URE: Record soil texture or Loading rate for system s"tzing. li DEPTH OF EXCAVATION: I I' If applicable record depth of excavation required. Record "NA' if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration.required. If other, specify type. Ilj ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. .Liu SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all docunl�f oration submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE.I SITE SITE3;' I [+j SHOT: H.I. H.I. H.I. b H.I. [-] SHOT [-] SHOT [-] SHOT STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT Authority: Chapter 381, FS & Chapter 10D-6, FAC APPLICATION FOR: [ X] New System [ ] Existing System [ ] Holding Tank [' ] Repair [ ] Abandonment [ ] Other(Specify) APPLICANTS ANN 8 ROBER( CLARK AGENT. PORT ST. LUCIE,PROPERTIES/AYLOR. INC. PERMIT if v DATE PAID OWE FEE PAID $ l�J RECEIPT if [ ] Temporary/Experimental TELEPHONE: A65-5120 NAILING ADDRESS: 3008 Juanita Ave.. Ft. Pierce, Florida 34946 11 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. ATTACH BUILDING PLAN AND TO -SCALE .SITE PLAN SHOWING PERTINENT FEATURES REQUIRED BY CHAPTER IOD-6, FLORIDA ADMINISTRATIVE CODE. PROPERTYIINFORMATION i $qi�H LOT: Lot 3 1, �/z _ BLOCK. Lot 2 [IF LOT IS NOT IN A RECORDED SUBDIVISION, ATTACH LEGAL E SUBDIVISION: Harmony Heights Addition PROPERTY ID f: [Section/Township/Range/Parcel No.] ZONING: PROPERTY SIZE: ACRES Sgft/\ 3560] PROPERTY WATER SUPPLY: [X ] PRIVATE [ ] PUBLIC 15,930. PROPERTY STREET ADDRESS: N. 51st. St., Ft, Pierce, Florida DIRECTIONS TO PROPERTY: 'See attached site man BUILDING II ORNATION - [ X] RESIDENTIAL [ ]COMMERCIAL Unit Typelof • No. of Building f Persons Business Activity 'No Establishment Bedrooms Area Soft Served For Commercial Only i_ 1 Stow residence 3 1716 4 3 4 I _ [)j Garbagl Grinders/Disposals [0 ] Spas/Hot Tubs [ 01 [0 ] Ultra -low Volume Flush (Toilets .�. [0 ] Other (Specify) APPLICANT'S I SIGNATURE: _J, J ��I U. l 1 � 11 P tir-RY� DATE: J HRS-H Form 4015, Mar 92 (Obsoletes previous editions which may not be used) (Stock Nueber: 5744-001-4015-1) 1 Floor/Equipment Drains 8-11-94 Page 1 of 3 l 7, INSTRUCTIONS: II APPLICATION FOR: n .Check type of permit, if *Other' specify type in blank. -- APPLICANT: .Property owner's full name. �r TELEPHONE: i Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. I MAILING ADDRESS: J' P.O. box or street, city, gate and zip code railing address for applicant or agent. p �f LOT, BLOCK, Lot, block, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a recorded subdivision, a copy ollllf the lot SUBDIVISION: legal description or deed must be attached. �I DATE OF SUBDIVISION: i Official dateof subdivision recorded in county plat books (month/day/yem)'or date lot originally recorded. Dividing a i approved lot into two or more parcels for the purpose of conveying ownership shall be comidered a subdivision of the lot. i PROPERTY ID#: 27 character number for property. (CPHU may require property appraiser ID N or section/township/range/parcel number. .I PROPERTY SIZE: `I Net usable area of property in acres (square, footage. divided by 43,560 square feet) exclusive of all paved areas and prepared road beds within public rights of way or easements and exclusive of streams,lakes, normally wet drainage ditches, marshes;l or other such bodies: of water. Contiguous unpaved and nomompacted road rights -of -way and easements with no subsurface obstructions may be included in calculating lot area. WATER SUPPLY: Check private or public. PROPERTY ADDRESS: Street address for property. For lots without an assigned street address, indicate street. or load andlocale in county. i i DIRECTIONS: 1 Provide detailed instructions to lot or attach an area map showing lot location. BUILDING INFORMATION: Check residential or commercial TYPE ESTABLISHMENT: List type of establishment from. Table E, Chapter IOD-6, FAG. Examples: single family, single wide mobile home,`iestaumnt, doctor's office. NO. BEDROOMS: 1� Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit, excluding garage, carport, exterior storage shed; o'open or fully screened patios or decks. Based on outside measurements for each storyof structure. li g PERSONS: �I Number of persons. residing, using, or working in establishment., For residential establishment, 2persons per bedro m are assumed. BUSINESS ACTIVITY: For commercial applications only. List number of employees, shifts, and hours of operation, or other information inquired by Table H, Chapter 1013-6, FAC. FIXTURES: Mark each listed fixture with number installed or 'NA" if not applicable. !i SIGNATURE: Signature Date day submitted to the CPHU fees and attachments. of applicant or agent. application one with appropriate ATTACHMENTS: 1,1 A site plan drawn to scale, showing boundaries with dimensions, locations of residences or buildings, swimming pools, recorded easements, onsite sewage disposal system components and location, slopeof property, any existing or proposed tyells, drainage features, filled areas, obstructed areas, and surface. water. Location of wells, oaite sewage disposal systems, surface waters, and 'P other pertinent facilities or features on adjacent property, if the features are with 75 feet of the applicant lot.. Location of any public well within 200 feet of lot.. II For residences, a floor plan (residences) showing number of bedrooms and building area of each unit. For no leidentist establishments, a floor plan showing the square footage of the establishment, all plumbing drains and fixture typeII , and other features necessary to determine composition and quantity of wastewater. II r SEP-12-1994 00:13 FROM �9mo: ROBERTJ. CLAW ti 1310 APT D N. 16TH CT. FT. PIERCE, FL. Thia Inatru"nt Prepwed by; J. CLIaRK 4 ♦mrw4 �g}7 EI Property Appraisers Fuore Identiflortion (Fac) Number(s): 14431- 701-0042-0000/5 Gisnne[s) S.S. fls7: 9 TO S710202 QUcrcurK DEEP * Doc Assump: $ 0,00 * Doc Tax ; $ 0.70' * Int Tax $ 0.00 ro=g Awn TPA! UNG FOR Ppo=sw4a DATA - �Iisf 4�rft-Qtlxatt ]bob, Exeorinihthis ART d. MAW AND ARM H. CLARK, HIS WIFE m WAGE AECA•E THts UNI FOR naA Na DATA day of August ; A.b: 19 94 , by first party, to PORT ST. LUCSE PROPERTIES,INC., A FLCRID_4 CORPORATION whose post atiae address is 482 SW PORT ST. LUCIE BLVD, PT. ST. LUCIE, FL. 34983 second party: kW err WW"16 W the lW.Mg" me m ww.party�' uwu Indwe .nd 4040 hpvp, IFgu nPnwmw :, and ' � m mysAlons, vfw.ner the wnte,a YO ed W rpWNy if;ik0004, That the said first party, for and tin consideration of the sum of $ 10.00 in handpaid by.Ow said sword party, the receipt where0fis he Eby acknowledged, does hereby remise, ?views and quit4lairn unto the said second party forever, all the right, title, interest, claim and demand which the edid first Party has in and to the following described iot, piece or parcel of land, situate, lying and being in the County V ST..LUCI6 ;State 4f FLORIM to -wit: Lot 3 and the South Halt (S 1/2) of Lot 2, BIOOX E, HAiI�I"NY HEIWM, ADDITION, aocoxrling t0 the Plat thereof, as re rded in Plat Book 8, Page 38, of the Publics �rr .AIDA St, LuciO County, Florida, ST. LUCIE COUNTY �y G!" jr THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY Of THE U c G ORIGINAL. JoAN,NE H N,'CLERK �'�-''tea: y. `Gc�FCCUNS'f S�Q4\o BY puty Cierk 4112 ZVI f1T " iti(b T7aa same together utith aI1 and DATE singular the appurtenances thereunto belonging on in anywise appertaining, and all the estate, right, title, interest, thou, equity'and olairn whatsoever of the said first Party, either in law or equity, to the costly proper use, ben-gM and behoof of the said second party forgoer, 31t O ttoo 304tl'kIIf, The said first Park has signed and sealed these presents the day and year first above writte'n.. STATE OF FLORIDA, COUNTY OF ST. LUCIE I iMREBY CERTIFY thAt en this day, bufor9 ma, as afficor duly authorizdd In the State aforaes'Id and In the COYP.ty uforesa d Co take xkaax•ledgxxterrss, lxswnally oppoaind ROBERT J. CL4RK AND ANNIE H. CLAw, HIS WIFE, WHO HAVE PRCDtJCP,D THEIR .'DRIVER, S LICEIruSES AS IDENTIFICATION, exe9uttld thtl fdNer,DfnF, QufbCWm Deed end TF•j):,Y.s:+knowk W n1f kn9wn to be ;h9 o9sa9n d9Ferioed in 4nd who d¢�xi iuforr ma ah9t THEY oxcautod the =?m. WITNESS njy hrnd snd ,ofticiul :rsd in the Cwrtty and State I f '&saki this 5f day of q A st � �D, 1. %c'"` . • S"EAL'{:' r.,4.y .. IOM Y Ca?e613� p(pFgg r•/ ' ,iRrt✓Om''� 10 ley 097 „e • _.. .. ,'. .'�'.. '4tr,e h r�—rAWlsd—raulrohi—NC. ....... ....... .......I ......... ....... ........ ........ .......I ............. AYLOR INC. TEL NO.407-287-0664 Sep 15,94 15:21 P, 1 EGAL DESCRIPTION OT 3 a SOUTH 1/2 OF LOT 2 LOCK E AR40NY HEIGHTS ADDITION LAT BOOK 8 PAT.. 38 1AINT LUCIE COUNTY, FLORIDA UTILITY FAFEMFNT LOT d BLOCK E OCCUPIED F.F,X I F. SEPTb LOT 8 OEXISTING SHQ6T F 1 CF 2 BLOCK E WELL OCCUPIED F.F.-9.46' 6 5' SEPTIC IN FRONT 7.8' % IJ 90 2S1 45"_ E x _ r90.00kipAmi7 7 ..,^3Q..00 (P REBAR FNO. 15 'RE AR VACAN LOT SURVEY 6 CAP OLS4942 LOT 3 LOT 2 BLOCK E I BL E EXISTING WELL G pp E -1550 SQ. FT. OMEN AREA AVAILABLE 6 1125 SQ, FT. LWOSSTRUCTED AREA AVAILABLE c"11-1 •PROPOSED 12' X 56, INSTALLATION AREA FOR SEPTIC FIELD s FND. 14 REBAR 6 CAP. AAOW., 7.9� 1v E Ra PROPOSED 3 SEDiiOd•1 RES. S, \ 7.0' LOT 1 BL" E OCCUPIED F,F.-10.83' r EXISTING rnTr -�SFFiCFIELD JAIL TnO" 'OAK all 0.00V ASSIMED 4.5 .3' 90.00,(P&M) 3.0') N 0° 2S' 45" E f 4.8'8 g. d 6,98' M' sand rW 127.5bH a u C L 51 TR>"£ � 70' PUBLIC R/W-OWN ~ EXISTING WELL o U h NO WELL WITHIN 75' SETBACKS, LOCATIONS & CITY SEWER & WATER AVAILASILITIES`T'O BE VERIFIED BY CONTRACTOR LOT PLAN A TOPO SURVEY )\ SOUNDARY BUAVEY n -FORM BOARD SURVEY ❑ - AS -BUILT SURVEY �•`ELEV. ARE ASSLAtFD ❑ +EIEV, A4E N,O.V,D., t92p DATA LBDIidS: D . DEED C - CALCULATED X - EXISTING OKAOE PRO, - PRORATION DISTANCE ' M- MEASURED DISTANCE P - FLAT DISTANCE P.C.P. - PERMANENT CONTROL POINT P.R.M, • PERMANENT REFERENCE MONUMENT ELEV, • ELEVATIONS PJR - RAILROAD CONC. - CONCRL'TE MON. - MONUMENT C& - CENTERLINE FND, - FOIANb BLVD. - BOULEVARD ST. - STREET AVE - AVINUE DR, - DRIVE PD. - ROAD LA. - LANE CIM - CIRCLE ILp.V.O, - NATIONAL MDETTIC VERITCAL DATUM S0, - SQUARE FT. - FEET FF, - FNFSHEO FLOOR P - FAIMSER N • NORTH S - SOUTH E - EAST W - WEST ' - OEOREES ' • MINUTES OR FEET ' . SECONDS OR INCHES RNV - RIGHT OF WAY AAD. - RADIAL ASP. - ASPHALT P.C. - POFNT OF CURVE P,A.C. -POINT OF REVERSE CURVE P.T. -POINT OF TANGENT P.P. - POWER POLE NAD - NAL A DISK O.M.P - CORRUOATED METAL PIPE PO - PAOE DB - DEED BOOK PS - PLAT BOOK BLK - BLOCK CH - CHORD C8 - CHORD BEARING ' .' BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF -R-90 Till d " ... FOR THE WEST •'' RAY L•INL' OTINnani FIFTH rTREET.. , SAID SPARING IS IDENTICAL WITH THE PLAT OF RECORD. THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ACCORDANCE WITH THE DESCRIPTION FURNISHED BY EASEMENTS ANDIOR RIGHTS-OF•WAY OF RECORD, I HEREBY CERTIFY THAT THIS SURVEY MEET$ ""MUM TEOHNICAL. STANDARDS AS SET FORTH BY THIS FLORIDA BOARD OF �R7 S7.lUCIE PROFERTIES•PAUL _. PROFESSIONAL LAND SURVEYORS IN CHAPTER 2i1" FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 479.027, NO SEARCH OF THE PUBLIC AEOOADS HAS SEEN MADE BY THIS FLORIDA .STATUTES. REPRODUCTION N ANY FORM IS PROHIBITED. OFFICE FOR ACCURACY OR OMISSIONS. REBARS 8 CAPS ON ALL CORNERS UNLESS OTFZRWISE NOTED. LB4002 MS REBARS. THIS SURVEY SUBJECT TO EASEMENTS E ALL OTHER MATTERS OF RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT. . I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS A TRUE AND CORRECT SURVE MADE UNDER MY SUPERVISION AND DIRECTION, AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, AN HAT THERE ARE NO APPARENT ABOVE GROUND ENCROACtIMENTS UNLESS SHOWN OR NOTED. THIS SURVEY NOT TO BE USED FOR FE E INSTALLATION, SPRINKLER SYSTEMS. SHRUBS OR ANY OTHER UTILITIES WITHOUT REVERIFFCATION OF PROPERTY CORNERS. THIS SURVEY NOT VALID UNLESS SEALED GEORGE M, AYLOR, M. WITH AN EMBOSSED SURVEYOR'S SEAL. ' REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE 04016 IcALE 1" - 40' /� CYNO. 748E-9A AYLORI INC, DDRAWN BaY OGM LAND SURVEYING 'tELD S' NO, — -"" 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - MAILING ADDRESS REFERENCES 'IELD WORK DATE. 8-8-94 2201 B.E. INDI N STREET, UNIT H•19, STUART, FLORIDA 34291- (OFFICE) FLOOO ZONE „X" TE.[P HONE (40n 9QI4m - LOT 3 & SOUTH 1/2 OF LOT 2 3LOCK E HARMONY HEIGHTS ADDITION PLJ,T BOOK 8 - PAGE 38 SAINT LUCIE COUNTY, FLORIDA UTILITY EASEMENT LOT 4 BLOCK E OCCUPIED F.F.=7.78' EXI IJG FIEL SE 1 LOT 8 OEXISTING SHEET 1 OF N BLOCK E WELL I —7 OCCUPIED /�� F.F.=9.46' '/ SEPTIC IN FROM �/ 7.8, 6.5' _. N 00 23' 45" E RERAR VACAN LOT SURVEY LOT 3 LOT BLOCK E I BLO PROPO D W ILL K7.0'� EXISTING WELL G f =1350 SQ. FT. GREEN AREA AVAILABLE & 1125 SQ. FT. n UNOBSTRUCTED AREA AVAILABLE L�1 =PROPOSED 12' X 38' INSTALLATION AREA FOR 3 SEPTIC FIELD v DO z FND. #4 REBAR & CAP #AGW_, 6.5' 6:3" 5.0', 6.98; /�` 1350 �� T R3" AVAIL C / g I� 90.00'(P&M) w,d N 00 23' 45" E g O o r a 70' PUBLIC R/W-OPEN NO WELL WITHIN 75' FND. #5 RERAR & CAP #LB4942 E EXISTING a ' WELL 0 LOT 1 BLOCK E OCCUPIED F.F.=10.83' T• 1!-e �1 3 0 V z ,e EXISTING -=9Ck�.,.-,-,C FIELD NCHMARK=NAIL_IN-10" OAK REE-- - EV.=10.00" ASSUMED FND. #REBA�2 1f8.1" 8. ' w w I. > o a 127.5 &M a w 1 EXISTING a WELL o o r SETBACKS, LOCAT,'I-O//=NS & CITY SEWER & WATER AVAILABILITIES`T/O BE VERIFIED BY CONTRACTOR �ff'�PLOT PLANE TOPO SURVEY /\ BOUNDARY SURVEY ❑= FORMBOARD SURVEY ❑-AS-BUILTSURVEYL4= ELEV.AREASSUMED ❑=ELEV. ARE N.G.V.D., IM DATA d LEGEND: D = DEED C - CALCULATED X = EXISTING GRADE PRO. = PRORATION DISTANCE �" M\\M = MEASURED DISTANCE P - PLAT DISTANCE P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS R/R = RAILROAD CONC. = CONCRETE MON. = MONUMENT C/L = CENTERLINE FND. = FOUND BLVD. = 80ULEVARD ST. = STREET AVE. = AVENUE DR. = DRIVE RD. = ROAD LA = LANE CIA. = CIRCLE N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM SQ. = SQUARE FT. = FEET F.F. = FINISHED FLOOR # = NUMBER N = NORTH S = SOUTH E = EAST W = WEST ° = DEGREES = MINUTES ORFEET ' = SECONDS OR INCHES FUW = RIGHTOF WAY RAD. = RADIAL ASP. = ASPHALT P.C. = POINTOFCURVE P.R.C. -POINT OF REVERSE CURVE P.T. = POINT OF TANGENT P.P. = POWERPOLE N&D = NAIL & DISK C.M.P = CORRUGATED METAL PIPE PG = PAGE DB - DEED BOOK PB = PLAT BOOK BLK = BLOCK CH = CHORD CB = CHORD BEARING , BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N 00 23' 45" E FOR THE WEST R/W LINE OF NORTH FIFTH STREET , SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD. THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ACCORDANCE VVITH THE DESCRIPTION FURNISHED BY EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD. I HEREBY CERTIFY THATTHIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PORT ST.LUCIE PROPERTIES-PAUL PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS FLORIDA STATUTES. REPRODUCTION IN ANY FORM IS PROHIBITED. OFFICE FOR ACCURACY OR OMISSIONS. REBARS & CAPS ON ALL CORNERS UNLESS OTHERWISE NOTED. LB4602 #5 REBARS. THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT. I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS A TRUE AND CORRECT SURVE MADE UNDER MY SUPERVISION AND DIRECTION, AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, ANE HAT THERE ARE NO APPARENT ABOVE GROUND ENCROACHMENTS UNLESS SHOWN OR NOTED. THIS SURVEY NOT TO BE USED FOR FE E INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REVERIFICATICN OF PROPERTY CORNERS. i THIS SURVEY NOT VALID UNLESS SEALED GEORGE M. AYLOR, JR. WITH AN EMBOSSED SURVEYOR'S SEAL. REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015 SCALE 1" = 40' 7488-94 AYL®R, INC. CHECKED BY JOBNO. . DRAWN BY CGM LAND SURVEYING FIELD BK. No. 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 — MAILING ADDRESS REFERENCES FIELD WORK DATE 8-8-94 2201 S.E. INDIAN STREET, UNIT H-19, STUART, FLORIDA 34997— (OFFICE) TELEPHONE (407) 287-06" FLOOD ZONE "X" DATE 8-11-94 ED FINISHED FLOOR ELEV. REVI-9-8-94-ADD PROPO LOT 3 & SOUTH 1/2 OF LOT 2 BLOCK E HARMONY HEIGHTS ADDITION PLAT BOOK 8 PAGE 38 SAINT LUCIE COUNTY, FLORIDA UTILITY EASEMENT LOT 4 BLOCK E OCCUPIED F.F.=7.78' EXI SEP FIEL LOT 8 OEXISTING SHEET I OF 2 BLOCK E WELL OCCUPIED F.F.=9.46' 77 ' SEPTIC IN FRONT ,7.8, 6.5' N 00 23' 45" E /` _•� REBAR EXISTING WELL G p�j=1350 SQ. FT. GREEN AREA AVAILABLE & 1125 SQ. FT. n r�'11,, UNOBSTRUCTED AREA AVAILABLE a) -PROPOSED 12' X 38' INSTALLATION AREA FOR a SEPTIC FIELD E FND. #4 REBAR & CAPS#AGW 6.5' 6:3 5.0' _ I ---- _ .. , '� - - FND. #5 RE AR VACANr LOT SURVEY & CAP 9LB4942 LOT 3 LOT BLOCK E ` BLOCK E m PIROPO D LOT 1 BLOCK E X7,OWjLL EXISTING OCCUPIED °;• WELL I F.F.=10.83' u o 0 0 oc. 'i f N PROPOSED i. PORCH 2.fL -25.T' Sr1',3 8 7.9 I = o U PROPOSED 3 BEDROOM RES. I s � � � 1� 3�kL14'.-W U H Z E 'm 19' I """"' 'ram EXISTI� o 1350 '~` 1 I .-`�=Td.D w; a o •� AREA AVAIL C ENCHMARK=NAIL_IN 10" �OAR�n .. REE,, EV.=10.00'ASSUMED FND.#5 REBA it 90.00'(Pam) .i 8V ' TS N 00 23' 45F-L" E r 1R . % o 4.8' w _ .. o I n sand roa r '^ , 127.5 &M a < C iREET _ 6 J H D 70' PU EXISTING E WELL o O r NO WELL WITHIN 75' SETBACKS, LOCATIONS & CITY SEWER & WATER AVAILABILITIES TO BE VERIFIED BY CONTRACTOR " f�'f�PLOT PLAN & TOPO SURVEY BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEYKELEV. ARE ASSUMED O =ELEV. ARE N.G.V.D., 1929 DATA LEGEND: D = DEED C = CALCULATED X = EXISTING GRADE PRO. = PRORATION DISTANCE M = MEASURED DISTANCE P = PLAT DISTANCE P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS R/R = RAILROAD CONC. = CONCRETE MON. = MONUMENT C/L = CENTERLINE FND. = FOUND BLVD. = BOULEVARD ST. = STREET AVE. = AVENUE DR. = DRIVE RD. = ROAD LA. = LANE CIR. - CIRCLE„ N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM SQ. = SQUARE FT. = FEET F.F. = FINISHED FLOOR # = NUMBER N = NORTH S = SOUTH 'E = EAST W = WEST ° = DEGREES ' = MINUTES OR FEET ' = SECONDS OR INCHES R/W = RIGHT OF WAY RAD. = RADIAL ASP. = ASPHALT P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENT P.P. = POWER POLE N&D = NAIL&DISK C.M.P = CORRUGATED METAL PIPE PG = PAGE DB - DEED BOOK PS = PLAT BOOK ELK = BLOCK CH = CHORD CB = CHORD BEARING BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N 00 23' 45" E FOR THE WEST , RAN LINE OF NORTH FIFTH STREET , SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD. THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ACCORDANCE WITH THE DESCRIPTION FURNISHED BY EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD. I HEREBY CERTIFY THATTHIS SURVEY MEETS MINIMUM TECHNICAL PORT ST.LUCIE PROPERTIES-PAUL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS FLORIDA STATUTES. REPRODUCTION IN ANY FORM IS PROHIBITED. OFFICE FOR ACCURACY OR OMISSIONS. REBARS & CAPS ON ALL CORNERS UNLESS OTHERWISE NOTED. LB4602 #5 REBARS. THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT. I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS A TRUE AND CORRECT SURVE MADE UNDER MY SUPERVISION AND DIRECTION, AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, ANq THAT THERE ARE NO APPARENTABOVE GROUND ENCROACHMENTS UNLESS SHOWN OR NOTED. THIS SURVEY NOT TO BE USED FOR FE E INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REVERIFICATION OF PROPERTY CORNERS. THIS S RVEY NOT VALID UNLESS SEALED GEORGE M. AYLOR, JR. WITH AN EMBOSSED SURVEYOR'S SEAL. REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015 SCALE 1" = 40' w� JOB NO. 7488-94 AYLOR, INC. CHECKED BY LAND SURVEYING DRAWN BY cGM FIELD BK. NO. 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997— MAILING ADDRESS REFERENCES FIELD WORK DATE 8-8-94 2201 S.E. INDIAN STREET, UNIT H-19, STUART, FLORIDA 34997— (OFFICE) FLOOD ZONE "X" DATE 8-11-94 TELEPHONE (407) 287-06M