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SUBMITTED PAPPERS
SCANNED By St. Luce County 9 No.4 4 9 2 7 County Commission a of St. Lucie County, Florir�a PERMIT For Building, Alteration, Repair, Removal, or Demolition - Date 11/17/87 C.H.D. # City State Reg./Cent. CGC019542 County Cert. 8560 This certifies that: '� General Dev. Corp. 1673 SE Niemeyer Circle Address:.'Fla.- has permission to Const. S.F. Res. 4-2 Owner:,, General Dev. Wp. Owners Address:. P.S.L., Fla. 34952 Tax I.D. # 7 0101 Lot 20 Blo k,' 39 Unit SecS'-r-21 T 36S R 40E - .Zoned RS-4 PP RL S/D River Park Map # Flo I d Zone N/a Elev Add. of Construction �121 Naranja Ave. .Road Impact Dist. S. MainlandZone 5 Fee $385.00 Lot Size/Dimensions 90X150X117.20XIS0.74 Setbacks: Front 35.05 Rear 115 Sides 22.76520.83 So. Ft: Bldg.: Living Area 2096 S.F. Access. 546 S:F. Fee Paid $154.50. Est' ated Cost $589124.00 t For County Development Coordinator Posted VOID AFTER 180 DAYS IF CONSTRUCTION HAS NOT COMMENCED i s i Permit No. 44927 COUNTY ZONING & BUILDING DIVISION 3419-530-0206-000/7 Phone: 8560 INSPECTION RECORD Contractor: General Dev. Corp. Job Location 121 Naranja Ave. Type: S.F. Res. 4/2 S/D River Park Owner: General Dev. Corp. (C) Code 0101 Date 11/17Jv7 BLDG. ,: ^ ; PLBG./GAS FINAL C of O FOOTING ROUGH IN AFF. BLDG. FLOOR TOP OUT AFF. PAVING/HANDICAP FINAL LANDSCAPING BEAM ELEC. FIRE DEPT. CONST. ROUGH IN DER/CHD City DATE APPR. BY FINAL INSULATION DRIVEWAY MiQiumumax� . TEMP. POLE FIRE CODE CALLED POWER CO. HARV. ROUGG IN` FHZD EL FINAL ORWOFINAL EER DATE APPR EL Contractor Owner Job Location 121 Narnja Ave. .44927 Generals Dev. Corp. Same e Apr'CATION a NO. TION FOR PERMIT TO/ �CCONSI „ ATION/ADDRESS: /'!z ESCRIPTION v/ 0?' PACT: / D TRICT ZONE YQe ✓EE_ N !! e, f 11 MAP BLOCK�(J UUNIITn / /EC /'� TWPAG ! TAX ID wiL�l��y")!1' (����("q / ZONE .� v_ GM PP 'DIMENSIONS D•D 56--y 111'.46 X 156.e EST COST r S: FRONT �0•%5 REAR 4S7'o�S SIDE / •/I�� 61DE.__%_Q• 7`� ILDING: LIVING AREA 2-,5ad e CE550 5% FLORIDA, COUNTY OF ST. LUCIE 'ore me, the undersigned authority, personally sworn, deposes and says that the information trnl to and subscribed before me this L LC� ary Publir., State -of Flo da at Large Commission exoires: jlne.s PHONE 7 ��j _ 6Il• •fY ST � ZIP �J AW COUNTY CERT # c ADDRESS 1622 STATE 1 Zip 1352 PHONE 011 ,4l ,^, '� -- 1 mn t �N L- PHONEy�L4(- STATE —� _ Zip 3 LlS Z ntai ed in I foregoing _ day of -i' `_ SCHOOL IMPACT FEES Required ❑ Yes ❑ No Amt. Pd Dare Pd --- _ ruivy`t , who u�1/ is true and correct. D..—J i �f, FLORIDA ENERdY EFFICIENCY CODE p FOR BUILDING CONSTRUCTION t S" t, c •_� SECTION E _ RESIDENTIAL POINT SYSTEM METHOD ,L' DEPARTMENT OF COMMUNITY AFFAIRS .A�AAnn OWNEII:.¢ 41'{�AI. yj ��y WS/✓ry Vrrn.e:.LUCq PERMIT NO NEW CONSTRUCTION IF MULTIFAMILY. NUMBER OF CONDITIONED SO ADDITION ❑ UNITS COVERED BY� THIS SUBMITTAL. FLOOR AREA FT MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL PREDOMINANT LENGTNER"A� —�•© -MpANE REPRESENTS A WURST CASE FT SINGLE-FAMILY DETALHED� 'U CONDITION: PORCH OVERHANG m DOUBLE LENGTH L I-n FT C mil��. RI ADJACENT FRAuc - n _ __ _ _ __ _ __- CLIMATE ZONES CENTRAL a S 9 went Corooral•.tor. cuwa ❑ 5 ❑ 5 ZONE: 4 JURISDICTION No.: 6 1 2 o C +LASS AREA AND TYPE TINTFILM.SOLAR SCREE S I SINGLE- FT PANE `1=LL'-J FT SO �DOUBLE-� SO SoFl I PANE FT J MEN wD000N0 I R . uNCONDIT10rAiD ®CENTpµ _ nrac CSEOID HOT WATER SYSTEM NOT WATER CREDITS ❑ ELECTRIC STRIP HEAT ®ELECTRIC SOIM: SPACE R - ❑ CEILING FANS m�j� ❑ ROOM ❑NATURAL GAS PUMP ❑ CRDSS VENTILATION ❑ NATURAL GAS S.F . . L.`_1 ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ OTHER HEAT RECOVERY Caetn IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL FUELS ❑ VAA7LE IA7115E FAN ❑ OTHER FUELS DEDIGTED �I-SP�AI-CE�� IT e ❑ NONE HEAT PUMP Cl NONE Cl ATTIC RADIANT ❑ NONE HEAT PUMP: ❑ . SEEWEEp. �.� COPENSPfI ❑ ULT1ONE ® UMBER OF EF . BEDROOMS INFILTRATION PRACTICE USED + 5� ( X 100 El iT i2 i3:El L AS•NKi IOINT! TOTAL EASE POINT! ®- I w. CALCULATED E86ROY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS.CALCULATED E.►.I In us dwwmikam with Salon SSg e P S. I IlvaOy gRINy I" p{yW R*mw 01 the Plans aM speOlraloM covued by this ukLAalon end to and epciAaloM b a Ilan g1DAappn ao n with Ola COMPIW" wdh the FkrWa EMr Florida Enapy I 9Y Ca4. BNOre COI1srUClon d CMpleled. this OWNERIAGEN : / / be � � fm � 0 Wmdwm with Seoon SSO.SIDE F S DATE. o BUILDN13 OFFICIAL: DATE: O r LvAiLM WYLK3Y EFFICIENCY CODE FOR BUILDING CONSTRUCTION • Section 9 Compliance Program --Residential Point System Method Version 2.0 January, 1989 p Department of Community Affairs Printout generated by EPI89 and submitted in lieu of Form 900-A-89 --------THIS COMPLIANCE FORM IS VALID IF SUBMITTED BEFORE JANUARY 1, 1990 --------------------------------------------------- PROJECT NAME: - f%•„�• _ � i PERMITTING OFFICE: emlgT $T WC,(� 4�� --- -------- AND ADDRESS: I CLIMATE ZONE: 4 5 6�------------------------------ I -------------- BUILDER: --- OWNER: PERMIT NO.: -------------- JURISDICTION NO.: &(01 U0 ------------------ ---------------------------------- COMPONENT BUILDING OFFICIAL STRUCTURE TYPE: VALUE CHECKLIST Single -Family PREDOMINANT EVE OVERHANG PORCH OVERHANG WINDOWS Single Tint WALLS 1. Ext Wood Frame 2. Adi Wood Frame DOORS 1. Ext Insulated 2 Adi Wood CEILINGS 1. FLAT Under Attic Length: 1.50 Length: 0.00 Total Area: 451.5 2. FLAT Single Assembly FLOORS 1. Slab -on -Grade DUCTS Uncond. Space In Cond. Space COOLING 1. Central A/C HEATING 1. Heat Pump HOT WATER 1. Electric INFILTRATION Area: 216e. 0 R-Value: 11.0 Area: 3S. 0 R-Value: 11.0 Area: 40.0 Area: 18.0 Area: R-Value: }lrea : R-Value: Perim: R-Value: Length: R-Value: Length: SEER: COP: Bedrooms: EF: 1*3.0 19.0 82.0 19.0 188.0 0.0 70.0 4.2 70.0 9.00 2.00 4 0.88 Practice: 2 Conditioned Floor Area: fr0.0 AS BUILT POINTS r_7 / BASE POINTS _52189f * 100 = EPI -'asZ? GLASS TO FLOOR AREA RATIO a 0.1826 °+ PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) •: :8aaaa■uaa■aaa■aa■aaaaaaa■aa■a■aaaaaaaaa■aasata■aaaa■aaa■a■aaa■a■aaaa■aa■aaa== )HPONENTS SECTION REQUIREMENTS =aaaaytaaaasaaaaaaaaaaaaaaaaaasaaaaaae9 ataaa■as■ataaaaaa■a■aaaa■aaaaaa■■aaaaaa IVDO01 WS 904.1 Maximum of 0.5 CFH per linear foot of operable _ ------------------ sash crack. ------------------------ ____ TERIOR 904.1' Maximum of 0.5 CFM JACENT DD OORS Includes sliding per sq. ft. of door area. g glass doors, solid core, --------------------------- wood panel, insulated, or glass doors only. -------------- T. JOINTS 6 904.1 To be caulked, ACKS , gasketed, veatherstripped or ------------------------ otherwise sealed. -------------------------------------------------- TER HEATERS 904.2 Mupt bear labe4 indicating compliance v/ASHRAE standard 90 or 1-amply with efficiency and standby 1053 requirements. or cut-off (gas) must be provided. An external or built in heat trap must be pzovided. -- :HHING POOLS 9043 Spas and _ heated pools must have covers (except .SPAS solar heater). Non-commercial a pump timer. Gas spa &pates must have minimum thermal efficiency heaters must have of 754 ------------------------------------------------ ___ WATER 904.4 insulation is required only for recirculating 'ES systems. In•such cases, piping heat loss shall -------------------be-limited to 17.5 BTU/H/Linear Ft. of pipe _ EWER HEADS 904.5-------------- _ Water floe must be restricted to no ----- than 3 ---------------------------- gallons per minute at 80 PSIG. ------ _ C DUCT 903.2 Constructed in accordance with industry _________ STRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum 9-4.2 6 ioints must be sealed. -------- --------- ---- _ _ _ C CONTROLS 904.7 Separate readily accessible manual or automatic -----------------------thermostat for each system. --- ' ---------------- ULATION - 904.9 Ceilings -Min R-19- ____ . ---- Common Walls - Frame R-11 or CBS R-3. Frame Common Ceilings d Floors R-11. ----------------------------------- --------- --------------------- _ _ _ in Accordance with Sec. 553.907 F.S., I Review of the plans and specifications I Hereby certify that the plans and I covered by this calculation indicates specifications covered by this calcu- I compliance with the Florida Energy lation are in compliance with the 1 Code. Before construction is completed Florida Energy ode. I this building will be inspected for I compliance in accordance with Section )ATE 1 553.908 F.S. -- I BUILDING OFFICIAL: I I DATE: L ® SUMMER CALCULATIONS =_= BASE a== =xxxaasxaasaaxaa=sazaasxaassxasaxsaxxa-�-_-a-aas____a--_- GLASS ------------ I =_= AS -BUILT _-___ ORIEN AREA x BSPM ------------------------- a POINTS I TYPE SC ------------------------ ORIEN AREA x SPM x SOF = POINT N 19.7 47.8 SE 272.3 104.1 941.7 28346.4 1 SGL TINT 1 SGL TINT N __ 19.7 51.5 ___ 1.00 1014. 1 SGL TINT SE SE 53.3 110.3 53.3 110.3 0.95 0.95 5570. 1 SGL TINT SE 29.2 110.3 0:94- 5570. 3032. 1 SGL TINT SE 53.3 110.3 0.88 5173. 1 SGL TINT SE 44.2 110.3 0.81 3949. I SGL TINT SE 9.8 110.3 0.71 768. SW 43.8 104.1 4559.6 1 SGL TINT 1 SGL TINT SE SW 29.2 110.3 0.81 2608. 14.6 110.3 0.81 1304. NW 115.7 71.7 8295.7 1 SGL TINT 1 SGL TINT SW NW 29.2 110.3 0.81 2608. 1 SGL TINT NW 31.1 76.6 5.0 76.6 1.00 0.94 2382. 360. 1 SGL TINT NW 5.0 76.6 0.94 360. 1 SGL TINT NW 19.6 76.6 0.78 1176. 1 SGL TINT NW 38.4 76.6 0.61' 1807. -------------------1 -SGLTINT -------------- NW 16.6 76.6 0.83 1055. .15 x COND. FLOOR / ----------------------------- TOTAL GLASS = ADJ. x GLASS ADJ GLASS I GLAS AREA ---------------0:8---- AREA FACTOR POINTS POOIINTS I POINT _15 2$*.0451.5 xssaxa==xaaa=assaaassxaaaaaaaaaaaaaa XIL 42143.4 �5�8�---�-----38743. aaaasaaaasaaasaoaasssas I aaxssaaasaaxsxxx ----AREA--x BSPM ------------------------------------------ = POINTS I TYPE R-VALUE AREA x SPM = POINT 4ALLS----------- ----------------------- xt -&16$.0 1.00 2168.0 1 Ext Wood Frame 11.0 2108.0 1.90 411g. 1di 3fe.0 0.70 2,ga,d) 1 Adi Wood Frame 11.0 359.0 0.70 251. )OORS ----------- -Ixt 40.0 4.80 192.0 1 Ext Insulated 40.0 4.80 192. Adi 18.0 1.60 28.8 1 Adi Wood I 18.0 2.40 43. 'EILINGS---------- 1 TA,0 0.60 861.® 1 Under Attic 19.0 13b3.0 1.10 14� I Single Assembly 19.0 82.0 1.80 147.. 'LOORS ----------- 11b 186.0 -31.80 INFILTRATION--------- -5'Vvs,+ Slab -on -Grade 0.0 18S.0 -31.90 -5".-, ----2s44.0 10.90 21.M4+ 1 Practice 42 2SZ.fi.0 10.90 214g3, a asaaass:asaassasasaasaaaaaasaaxsassaasaassaaaaassaaasasasasxxsxsxxsa== 'OTAL SUMMER POINTS w x xsaasa:saf aaaaasaaa.aaaaa�lmaaaaaaaaiaasaasa:a=saaasasasxsssaaaaaassaaa�lx= I 'OTAL x SYSTEM - COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLIN UM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ---------------------------- ------------------------------------------------- (o1 0.437r / 1.000 1.050 0.380 1.000 Vp546 _-aaa:aaasaaasaaxaaaaaasaaaasaaasaaasaaaaaaaataaa■aaaaaaasaaxaaaaaas:anaxxx== WINTER CALCULATIONS BASE __= I =_= AS -BUILT 'LASS-sxaxaaa=ax==saaaaaaaaaaaaaaasaxx=aaaaaxasaaxaaxaaaaaaas==asaa=axs=xxxs== LASS------------ 1 7RIEN AREA x BWPM ------------------------- = POINTS I TYPE SC ----------------------- ORIEN AREA x WPM x WOF = POINT! N 19.7 5.6 SE 272.3 -13.4 110.3 -3648.8 1 SGL TINT 1 SGL TINT N ____ __ 19.7 9.6 ________ 1.00 189.- I SGL TINT SE SE 53.3 -9.7 53.3 -9.7 0.95 0.95 -489.c 1 SGL TINT I SGL TINT SE 29.2 -9.7 0-94 -489. =266.-:-- I SGL TINT SE SE 53.3 -9.7 44.2 -9.7 0.88 0.80 -453.E I SGL TINT SE 9.8 -9.7 0.67 -343.c -63.4 SW 43.8 -13.4 -586.9 1 SGL TINT 1 SGL TINT SE 29.2 -9.7 0.80 -226.E NW 115.7 3.5 404.9 1 SGL TINT SW 29.2 -9.7 0.80 -226.E 1 SGL TINT I SGL TINT NW 31.1 7.3 1.00 227.c I SGL TINT NW NW 5.0 7.3 5.0 7.3 1.07 1.07 39.1 39.3 1 SGL TINT NW 19.6 7.3 1.20 172.: 1 SGL TINT I SGL TINT NW 38.4 7.3 1.36' 381.'c ---------------------------- NW 16.6 7.3 1.17 141.4 .15 x COND. FLOOR / AREA TOTAL GLASS ADJ. x GLASS ADJ GLASS I ----c GLASS --------- AREA FACTOR POINTS ---3720.5 POINTS I POINT_ 15 24571D.O 451.5 =aaaaassaa=aa=ass=aaxxasaaaxaaaasaaa==sass=sa=:a:aaaaaaxa 0.8g'L1. -3' ,�j ---�---- -1483.2 I asaxaxas:=s=saaaassa= AREA x BWPM ---------------------------------- - POINTS I TYPE R-VALUE AREA x WPM = POINT£ ------------------------------- ----�.0 :xt 2166.0 1.10 d9 358.0 1.80 23g 8 I Ext Wood Frame 11.0 21�D8.0 2.00 4 4* 1 Adi Wood Frame 11.0 3.fe.0 1.Bo 64g�.g -OORS----------- 1 :xt 40.0 5.10 d5 18.0 4.00 204.0 1 72.0 1 Ext Insulated Adj Wood 40.0 5.10 204.0 I 18.0 5.90 106.2 FILINGS---------- I A 144S 0 0.60 864.0 1 Under Attic 19.0 1363.0 1.00 13(63.0 1 Single Assembly 19.0 82.0 1.10 90.2 LOORS---------- I lb 184.0 -1.90 -35jot l Slab -on -Grade 0.0 188.0 2.50 470.0 NFILTRATION--------- 25%.0 4.10 iC$j%.b I Practice M2 2(U,0 4.10 30 .e =====ax==aaasx=saaaaaa:aaaasasasa:a:saaasaaas=a=asses=aa=saaaaxaaa ssasaa axaaa=c OTAL WINTER POINTS 1 10i1ir.a I �� 1 ==aaaasaaasas:aas:s=a=sari+sasassaasaa asaaaaaaaaaaaaaaaaasaaaasasassxaaaaaaaao I OTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATINC IN PTS MULT -----POINTS I COMPON RATIO MULT MULT MULT POINTS --------------- ------------------------- ---------------------------- 0Ict1.14 125 4;� 1 Ids ,7�N 1.000 1.o5o o.485 1.000 6192 =assxas sax:aasaasasaaaaassasaasa as=aaassaaaxsxaasassaasaaaaaaaxassaaaasacaa= i 4. WATER HEATING BASE =_= I =_= AS -BUILT -===ceeeooe=ee=eeee_-saseaaasseee=eeee=seeeeesvee---------=--=eeve----_-_______ NUM OF x MULT TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT -----------------------------I------------------------- ------------------------ 3527.0 144.4.a I 40 0.88 1.000 3527.0 1.00 10581.0 SUMMARY BASE I AS -BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS 26�-4�1 123 1_g1o@ . 0 52�91, 31 �gq6_----�z----i�56f.o---- �99- ss==aee=e=eeess_ sss-a=aaaa=ass=seas sssssesss-s_s---�=--s-_______ �-=�Je * EPI a 8✓i 7, # . vy-330-Oho =AAA11,17 N° 44927 PROPERTY TAX I.D. NO. phone 466-1160 BUILDING PERMIT NO. ST■ LUCIE COUNTY Ext. 344 COUNTY DEVELOPMENT COORDINATOR BUILDING & ZONING DIVISION FORT PIERCE, FLA. �- 7 '9—PERMIT FOR CONSTRUCTIONaz THIS IS TO CERTIFY THAT✓�%/li�®�r/1�C .�/O�1' LOCATION FLOOD ZONEdv/Af_fALEVATION CHD # PROVIDING THE -PERSON -ACCEPTING -THIS-PERMIT'SHALL IN EVERY RESPECT CONFORM TO THE TERMS OF THE ICATION ON FILE IN THE BUILDING $ ZONING DIRECTOR'S OFFICE, AND TO THE PROVISIONS OF THE STATUTES AND ORDIN CE5 REGULATING THE CONSTRUCTION OF BUILDINGS IN THE COUNTY OF ST. LUCIE. ANY VIOLATIONS OF THE TERMS ABOVE STATED IMMEDIATELY REVOKES THIS PERMIT. THIS PERMIT MUST BE -DISPLAYED ON JOB SITE AND NOT REMOVED UNTIL WORK IS COMPLETED. CONSTRUCTION UNDER THIS PERMIT MUST BE COMMENCED WITHIN 180 DAYS OF THIS DATE. County Cart. No. OS6,9 State Reg./Cert. No. OU Y DEVELOPMENT CI ,CONSTRUCTION I PLUMBING 11 AS I ELECTRICAL Founlation Floor Column Beam Structural Insulation Final — Rough In Top Out _ Final Septic Tank Piping Appliances Temporary Rough In Rough In Rough In NATOR HEAT/COOLING DuctlPipe Flue Ref rig Furnace Final _3 .ij ;�r✓NAL BE THL RLSPON7IBI LITY I OF THE CONTRACTOR TO VERIFY it LOCATIONS 0/ 61STINO UTILITIES BEFORE CONSTRUCTION. II •Lo0' BOAT CHANNEL / (TOP OF WATER ELEV 1•6't) 9p645.19' L=10°24'48';N SET IRON RO a CAMP I.OT 21 19).1-0C1( 09 ( VAC) ` •t q' k c i SET IRON RODS a CAP01 L \ti PPGa' a 2t ) Ir SCANNED BY St. Lucie Count A = 117.261 EASEMENT T-OP OF 8 AN K .i Io Conc. Pat4o 'I 60.;00' �✓-oRmR oAnn3 ' ' PROf�SEp 2-STQRY ° f�E5/pE/VC6 a Ih FoRrnmaA(Lb ELev= 13.95' ° a4PCELONA Z b . M z N m 2 Ni 7oP f 6onk R=49.5.19' SBT 50.50 o = 10* 24'46 "I �'A= 90 y NORTH �. EDGE OF WATER �t 5' /IRONT ROD SCALE: I" = 20' ! a CAP LOT 19 131_OCI( 59 — tVAC) q' 7 r4 V O 0 A C `0,p N C) 101. IRON ROD ya CAP 1•L AL�,L `0," GROSS LOT AREA 15,545 SIP LOT SOD AREA 12,423 S/F OUTSIDE LOT SOD AREA 1,448 S/F WALKS DRIVEWAY, SLABS 1,079 S/F FOUNDATION AREA 2,275 SIP 1. , l .I •.I'' .Y 4 >.1'., I .. LOCATION MAP , Bbati a sbn+wm thusly ' X !0, 8 % are balled wpm USM B.M. &225 Elev. 37.188. HD'' NARANJA AVENUE 60'R/W L 8.17 . ov `0,8� �0 go — nf �� 20' ASPH. i PC - NOTE ELEV. BASED ON NGVD HOUSE : FF= i4:10' HOUSE: FF'= 13.51' � GbSC� TIOIJ: T 20 BLOCK 39 OF "RIVER PARK UNIT 411 ACCORDING TO THE PLAT •9'HEREOF AS RECORDED IN PLAT \K 11 PAGE 9 OF THEPUBLIC RECORDS OF ST. LUCIE COUNTY,, FLORIDA. k LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. . RVEYO_R S CERTIFICATE: f/ WE HEREBY CERTIFY THAT WE HAVE THIS DAY COMPLETED A SURVEY OF THL ABOVE DESCRIBED PROPERTY; THAT MARKERS HAVE BEEN SET AS INDICATED; THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDAR SET FORTH BY THE-.FLORIDA BOARD OF LAND SURVEYORS AN Ai' THIS DRAWING. IS A TRUE AND CORRECT DELINEATION THEREOF. DATED: $q C IT' F ND 0' BOUNDARY 8 mII if C In1CLL 19, 55©CKOATe5, one I. PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 35111 TOPOGRAPHICAL SURVEY 303/878.759 7 FLOOD ZONE B lone fulveyou 16nd plonnQv •oniultln4 anglnagm 6247 South 16d hwryy you /i,Iu�N,fl It tHACL oS THE M99PON81BILITYI OF fk'CONTRACTOR TO VERITY 1.06fi6N• OF E%ISTINO UTILITIES SEFdRE CONSTRUCTION. IRONTROD 5 CAP IT 2 1 BLOCK 39 I VAC) A' 0 •100 ., / BOAT CHANNEL / (TOP OF WATER ELEV 1:6't) -_ Jk R=fi45.19' pa10024'48'�A A=117.26'! -5 � 10EASEMENT _ SET IRON RODS 6 CAP y `v , PP 6 GUY \0' V 0I\O M q..Eb Top OFI BAN 36.0 0 ['onc. Polio . o T•59 3Co .O ' ' PROFt75E0 O 2 -STORY fi'ES'/DENCE BI1FCC40AIA Z .¢z Top JFbo,Jk F7orido � Room : ti . 2QO .: S.o 0 � N ©� 3•0 R=49.5.19" p=10024'4B" -'A=90 SBT I z (Herr•. I NARQ'NJA AVENUE 606R/w f PC 20' ASPH.... 1� NORTH EDGE OF WATER 1.0 . 5 ' IRON ROD SCALE: I" = 20' 6 CAP LOT 19 BLOCK' 39 ¢VAC) q•3 ' Z GROSS LOT AREA ^r 15,545 SIP O 0 LOT SOD AREA \01 \o 12,423 SIP N OUTSIDE LOT SOD AREA 1,448 S/F A„ WALKS DRIVEWAY, SLABS N 1,279 S/F O FOUNDATION AREA 1 2,275 S/F r L0..1(t + O 7 b / n Av. uuu ,. y 'O I i , J• . J'. ' •y r Ji .JJ J:I :J. ..I.J. "D IRON ROD LOCATION MAP 6 CAP \0'y EbvW=shvmti►9.4iy X 10, $ 7 - are bwW upon USCG B.M. &225 Elev. 37.188. c. NOTE DESCRIPTION: HOUSE : 'FF.= 14.10' HOUSE: FF•• 13.51' ELEV. BASED ON NGV'D , LOT 20 BLOCK 39 OF "RIVER PARK UNIT 4" ACCORDING TO THE PLAT 'THEREOF AS RECORDED IN PLAT BOOK 11 PAGE 9 OF THE PU13LIC RECORDS OF ST. LUCIE COUNTY,. FLORIDA. SAID LANDS SITUATE I.N. ST. LUCIE COUNTY, FLORIDA. .SURVEYOR'S CERTIFICATE: WE HEREBY CERTIFY THAT WE HAVE THIS DAY COMPLETED A SURVEY OF THE ABOVE DESCRIBED PROPERTY; THAT MARKERS HAVE BEEN SET AS INDICATED; THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDAR SET FORTH BY THE-.FLORIDA BOARD OF LAND SURVEYORS ND HAT THIS DRAWING. IS A TRUE AND CORRECT DELINEATION THEREOF. DATED: I 8 A. MIS' Lo ASSO b E' / -- Jl. ... J J VJ 1G"" PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 3541 FLOOD ZONE B OVUNUAKT til TOPOGRAPHICAL SURVEY II II,IIII II CHNICELL lend landlonnplarknorr av 1II �} �j �e 303/078.7347 aonfultIng anylnasur -ASSOC 1