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HomeMy WebLinkAboutSewageSafe Load Table Notes Installation Notes 1. All values based on minimum 4" nominal bearing. 1. Installation of U lintels must complyiwith architectural Exception: Safe loads for unfilled U lintels mustand/or structural drawings. be reduced by 20% if bearing length is less than 6 1/2". 2. U lintels can be field cut to the required length. 2. N.R. = Not Rated 3. Cast in place concrete may be provyed in composite U lintel in lieu of concrete masonry knits. 3. Safe loads are superimposed allowable loads. 4. The exterior surface of U lintels ins' n t Iled in exterior 4. One #7 rebar may be substituted for two #5 concrete masonry walls shall have stating of stucco rebar in 8 inch U lintels only. applied in accordance with ASTM C426 or other approved coating. 5. All safe loads in units of pounds per tinier foot. p 5. Concrete masonry units used in corr�osite U lintel shall 6. All safe loads are based on simply supported span. be laid in a running bond. 7. Safe load ratings based on rational design' analysis 6. Shore composite lintels as required: per ACI 318 and ACl'530. 7. U lintels are manufactured with a 5J2" long notch at both ends to accomodate vertical cereinforcing and #5°rebar at top grout. N ..'fty of #5 rebar � rvpattam of ental .T- xdUt i F=filbd— Composite U Lintel aterials C.M. . grou Sri H F 1 V —1 B I T 1 • Grout per ASTM C476 fg=3000 psi ith maximum 3/8 '- = inch aggregate and 8 to 11 inch slu p.' 2. Reber per ASTM A615 Grade 60 caatcreta IiMN .i quaof #5 bar at bottom °urinal bar at top °'Z heigth 3. Concrete masonry units (CMU) per STM C90 with # "pm"al minimum net area compressive strei 'gth = 1900 psi Lintel Type Designation 4. Mortar per ASTM C270 Type M or Cast in place sill or Tie Beam Option 1 In the event that precast, products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5'-10"") Typical' cast in place tie beam to be a min. 8„ x 12" with (2) #5 top and (2) #5 bottom 1 Flat Conc. Tile Roofing over Peel and Stick' Pre Engineered Wood underlayment on 5/8" Roof Trusses 24""o.c. c.d.x. plywood fastened as Shop Drawings by per nailing schedule Others Provide Metal Channels at See ConnectorSchedule Hip and Ridge locations to Support Cap Tiles Galy. Drip Edge 12 over 1 x 3 p t Spray Foam 5 �. Insulation per 2 x 8 Cedar ' Energy Code Fascia 10'-0- -�B— Stucco Soffit over 1/2" d.w. High Ribbed Wire 1 x 4 p.t. Lath Fastened to Firestop Trusses, Provide (1 Layer of #15'Felt of Two Course Perimeter Trusses under Lath Beam with (1) #5 Rebar 2`-0" 4 Provide Venting at Filled with Grout each Entry Area course 8x16x8 CMU Typ. 1 x 2 p.t. furring strips 24"o.c. over_3/4" Insul. Board 1/2" d.w\1 - #5 vert. rebar in Stucco Finish over grout filled cell Concrete Block. See Floor Plan for Locations 4' 3000# Fibermix'Conc. #5 Vert. Rebar with on .006 Visquine on Clean 10" Hook and 30" Compacted, Termite Lap. Tie to Vert. Treated Fill RebarInCells a J ' 0 0.00' -$�— \FF. d Grade F-1 N ,— • 18" x 16" 3000# Cont. 1 "-6 Conc. Mono. Footing with (2) #5 rebars Cont. Typical Wall' Section Buil Totl Tote Volu Cast fin:Dataam _ Design Loads Scope of Work 30-0 17'-9" 12'-3" 'Opy lncy Type: Group R Roof Live Load: 20.0 p.s.f. New One level CBS action Type: V Floor Live Load: 40.0 p.s.f. Single Family residence of Stories: One Wind Speed: 160 MPH Area: 930 s.f. Wind Importance Factor: 1.0 AC Building Category: II Building CodeCond. Wind Exposure: 8 60" x 20" 00 0Internal Pressure Coefficent: .18 2020 Florida Building Code: Residential Fix: Glass 0 Lu Tdbulatlon Structure Designed: Enclosed 2017 National Electrical Code: NFPA 70 Soil bearing capacity: 2000 p.s.f. 750 180 Climatic & Geographic Design Criteria 930 Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Cubic Insulation Flame Spread: Not to exceed 25 le: 7,749 c.f. Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 CI 'ete Lintel Schedule All Rebar to be #5 Grade 60 min. 6-5 MARK L NGTH OF LMTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6" 8672 159` 4292 85 8F24-1B/iT L-2 T-0" 8974 167 5591 100 8F24-1B/1T L-3 T-10" 6036 167 3295 100 8F24-1B/1T L-4 6'-4" 2177 502 1340 315 8F12-1B/1T L-5 4'-4" 8060 1597 4409 1126 8RF22-1B/1T L-6 6'-q" 3480 167 1880 100 8F16-1B/1T L-7 14'-4" 1370 297 519 375 8F16-1B/1T Min. Beam the shown, `beams may be increased without comment depths At Lintels over 24"' deep, provide (1) #3 vertical rebar at 24"'o.c. along length of lintel u Right Elevation scale: 1/4" = V-�0 Iti c is o IM v.t.r. p p Rlp El water line ----- Ref. 0 Ezh. Hood �--1/ ir, k T-2„ 6'-8„ 0 T-2" 3' 6", 3 -11 7'-7" Kitchen 10'-0" Cing. 10'-0"` O cc Cing. b) r -.1 e ❑ - dw I I _� iV W Temp. Glass I I 00 on 42Walls "Tali N L. —J'.. ❑ ' 2 x 4 Frame 34.5" Tall 2880 2880 22Attic 6I ❑ 14 Pocket s.h. I Access L-7 116"1 13'-0" 116- Floor an scale: 1 /4' = V-0" Front Elevation scale: 1/4' = F-0- l Rear Elevation scale: 1/4" = 1'-0" Z Cl) V C7 J L0 bO WSJ ._ CD � U � .0 Lu I li' co n J W 04 �W Q N v 2 Z V �, O . J 0 N W //4-J� VJ FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes AII'Previous Site Plans for OSTDS f-2 & Well Date_S Reviet ar. co Qr CQ c.) ca Lo > W Ln N o N r- ,- L-7 zco LU :3 8'-2., 4'-10" Q M 1 T-0" 16" X '- Q 0 iY O J LL >i ILL W LL to S W ,N p 10' J CO 2 W 4-J "a l W N J 061 Z W W F- sI H H I � z Lu a date revision drawn e.1. checked s.l. date 2/23/21 scale '.. as noted Job number j 21012 sheet - - A-1 t �-1578 -D b STATE OF FLORIDA DEPARTMENT OF.HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM C� CONSTRUCTION PERMIT FOR: OSTDS New t`+ APPLICANT: John &Edith Sztankovits PROPERTY ADDRESS: 8024 Spendthrift Ln Port Saint Lucie, FL 34986 LOT: 104 BLOCK: PROPERTY ID #: 3321-502-0053-000-2 SUBDIVISION: Saba[ Creek II PERMIT #:56-SF-2245379 APPLICATION #: AP1633593 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PR1551750 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT 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. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE; OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,500 ] GALLONS / GPD Sentic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 934 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: FND MN&D in cut-out, no ID. ELEV 24.36 I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 13.001E INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT L D i 0 T H E R REQUIRED: [3u.uu] INCHES EXCAVATION REQUIRED: [ ] INCHES system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J I'IV= TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian J I gram DATE ISSUED: 05/03/202 EXPIRATION DATE: 11/03/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1633593 SE1508904 NOTICE OF RIGHTS A party whose substantial interest -is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The .address of the Agency Clerk is 4052 Bald Cypress Way, BIN A 02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced. by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2245379 BILL DOG #:56-BID-5190201 CONSTRUCTION APPLICATION #: AP1633593 RECEIVED FROM: Telese Builders LLC AMOUNT PAID: $ 660.00 PAYMENT FORM: CHECK 1172 PAYMENT DATE: 02/26/2021 MAIL TO: John & Edith Sztankovits FACILITY NAME: PROPERTY LOCATION: 8024 Spendthrift Ln Port Saint Lucie, FL 34986 104 Lot: Block: Property ID: 3321-502-0053-000-2 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 -1 - Well Construction 1 $ 115.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4894343 Note: With Irr well #59-31596 dF STATE OF FLORIDA F DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL *.:. SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [] New System [ ] Existing System [ ] Repair j�.� j Abandonment APPLICANT: JQ "'_5 PERMIT NO. SF DATE PAID:� FEE PAID: RECEIPT # : [ ] Holding Tank [ ] Innovative [ ] Temporary [ ] AGENT: �r��$ C(I (�-�-Ci TELEPHONE 7� � & --q�5 yg MAILING ADDRESS: �b0 N Lit&a Io TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION f' %%�� LOT: !� BLOCK: SUBDIVISION: SA- �JeEt/� / /te Z PLATTED: _ PROPERTY ID #: / SO - d ^ZONING: /�l`�� I/M OR EQUIVALENT: [ Y/N:. ] PROPERTY SIZE: tI ` ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [5<]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y LN) ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: Q t 8 �pE��r�fir�ir-r ��'�.��t�i� i2 DIRECTIONS TO PROPERTY: C�66) 14iDl, vig 7 Gtfiyt-5 % P6tl 7 BUILDING INFORMATION Unit Type of No Establishment 1 RCS. Si oolnn - W l a r 2 3 4 [kf] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sgft Table 1, Chapter 64E-6, FAC y733, [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE: A DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: John & Edith Sztankovits CONTRACTOR / AGENT: Telese Builders LLC LOT: 104 BLOCK: APPLICATION # AP1633693 PERMIT # 56-SF-2245379 DOCUMENT # SE1508904 SUBDIVISION: Sabal Creek II ID#: 3321-502-0053-000-2 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 1.90 ACRES TOTAL ESTIMATED SEWAGE FLOW: 560 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED'SEWAGE FLOW: 4750.00 GALLONS PER DAY [ 1500,GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 2900.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1400.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: FND MN&D in cut-out. no ID. ELEV 24.36 ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 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: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 311 Sandy Loam 0 To 4 1 OYR 4/1 Loamy Sand 4 To 13 1 OYR 512 Sand 13 To 24 1 OYR 5/8 CMN/PRM RF 14 To 24 1 OYR 6/6 Sand 24 To 30 1 OYR 4/4 Sand 30 TO 35 1OYR 4/3 Sand 35 To 40 HOLE CAVING Refusal 40 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 1 OYR 3/2 Sandy Loam 0 To 6 1 OYR 4/1 Sand 6 To 9 1 OYR 5/1 Sand 9 To 16 1 OYR 6/1 Sand 12 To 16 1 OYR 512 Sand 16 To 30 1 OYR 4/2 Sand 30 To 34 1 OYR 3/2 Sand 34 To 37 1 OYR 4/2 Sandy Clay 37 To 48 5GY 6/1 Sandy Clay Loam 48 To 55 HOLE CAVING Refusal 55 To 72 OBSERVED WATER TABLE: 30.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 12 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 12.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [- REMARKS/ADDITIONAL CRITERIA Sand/0.60 DEPTH OF EXCAVATION: [ ] OTHER (SPECIFY) WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR511 matrix >10% with diffuse boundaries starting at 12" in SB2. SB1 and SB21" above BM. INCHES Continued On The Following Page... AP1633693 EID2245379 v 1.0.2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION SITE EVALUATED BY: Ingram, Brian (T.'elnonmentalvirSpecialist III) (ENVIRONMENTAL HEALTH) DH 4015, 06/09 (Obsoletes previous'editions wh'ay not be used) Incorporated: 64E-6.001, FAC APPLICATION # AP1633593 PERMIT # 56-SF-2245379 DOCUMENT # SE1508904 DATE: 04/23/2021 Page 3 of 4 AP1633593 EID2245379 v 1.0.2 gums `. APPLICANT: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS LOT:10 BLOCK: PERMIT #. En It SZ-TA -041 rs AGENT: � �LG� � SUl L0(721 SUBDIVISION Sm to Wr;s P4)V5C-#- PROPERTY ID # : 332-/ - 50 z -y 0 53 - U 190 z [ Section/Township/Parcel No. or Tax ID Number . ] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [ ] YES [ ] NO NET USABLE AREA AVAILABLE: ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE VOTHER-TABLE2 ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES/Fr ] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET? [ I YES [ ] NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: FT PROPERTY LINES: FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 [ ] YE S [ ] NO FT MSL/NGVD MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: 10 YEAR FLOODING? [ ] YES [ ] NO SITE ELEVATION: FT MSL/NGVD SOIL FRUFILIS 1Nr'URMAl1UN b.L*x ; L MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE/BELOW '] EXISTING GRADE. TYPE:[ PERCHED/ APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES ABOVE BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ j NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ j TRENCH [ ] REMARKS/ADDITIONAL CRITERIA: BED DEPTH OF EXCAVATION: INCHES [ ] OTHER (SPECIFY) SITE EVALUATED BY: DATE:. DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 5� 3151( Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All,rights reserved. Property Identification Site Address: 8024 Parcel ID: 3321-502-0053- Account #: 35793 Sec/Town/Range: 28/36S/39E SPENDTHRIFT LN 000-2 Map ID: 33/28N Zoning: AR-1 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description John Sztankovits (TR) SABAL CREEK -PHASE II- LOT 104 (1.90 AC) Edith Sztankovits (TR) 5200 N Ocean DR Riviera Beach, FL 33404 Current Values Historical Values 37year Just/Market: $114,000 Assessed: $96,652 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $96,652 2020 $114,000 $96,652 $0. $96,652 2019 $114,000 $87,866 $0 $87,866 2018 $107,300 $79,879 $0 $79,879 Sale History Date Book/Page Sale Code Deed Grantor 04-16-2020 4410 / 1697 0001 WD Janocsko Jeffrey 03-25-1998 1135 / 0482 XX00 WD Berkley Wayne G 04-22-1993 0837 / 2071 XX01 WD Norman Zlinkoff Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Year Built: N/A Frame: Grade: Primary Wall: Story Height: No. Units: 0 Interior Data Bedrooms: 0 A/C %: 0% Electric: Full Baths: 0 Heated %: N/A% Heat Type: Half Baths: 0 Sprinkled %: 0% Heat Fuel: Price $152,500 $38,000 $35,000 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air 0 f . < (SF): Gross Sketched Area 0 (SF): ?; s Land Size (acres): 1.9 Land Size (SF): 82,764 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Bit All information is believed to be convect at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. 'J- i I [J �l. l 4.;' S,� � a �„N � t � ..• � ? `T,Z � '�:�' f � jt T..I �. I t xd'�'?y^yy��,•+,.4i y. yl� : ,y d t r : .y�j}j� � afi,'u- t I t d.: e � ,y�{�u���: OP Pam 00W. i.V {r dam R 4.: I '-. t 1"��h�S •'trKy tM i•, A+ Ayer . �.- f i �>n � ��� �_.i_.-{ *'^`4 .J 1 • , Y I V ov eA ,�'Sy-•.:� ,{�.�,� ate+ Y" ,. rfLT.�a t,t �i ,Cd Min .c 1 -d. iW i;. t �N vt r ta° ti� S �a5 s { �AN ,• its "`� } � J1Q�, �'� r :,s y,T��202 4t �n��� Jl{ a x X r :i %•D n r, � C' -�TY"- IF�.Fr {AT .,a`� I • ; $ 0 .tl t . ♦R�y r 1 i" r� 4€ W{ �m MAW JCxXh 6 J? Gi i r Yi4/,tY i54 1 .t 1 1G t _ ����Y� � •n t L t. .may � �� LG n;Y JF a 1 t r ti . Was, 9. krt t l i f {11 �•J•-•c� nw G• a y} 4 x t 7 JT I v. S�.} svC 'S„f L �' s t7E z.., rc. t. l _ _ ? z �'•'� .L r � . f � a�� �3 I t •. Own r - _ � J 4t `_` i YS �' ,.'�. k?v (. 'f ' `� \X 1 (.. 9•d 7 ( -.?.fhJF `'^' r�:.1�Lti `4...' a I• r�,+�•.�3`ICR 'Y tS �p.'SY "5 R .r •- T t 1 r : � y -RC i` Y`..Tr' 1 r rdv I r• F Sr ! I r4 rr ii .—Too, � � F s �„ • TINS, 'NS:...•,..'f __art •-�.`.:�_,•... fv:1-'!' a F. ...{ Custom Soil Resource Report St. Lucie County, Florida 25—Nettles and Oldsmar sands Map Unit Setting National map unit symbol: 1jpvl Elevation: 0 to 30 feet Mean annual.precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period. 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Nettles and similar soils: 41 percent Oldsmar and similar soils: 39 percent Minor components. 20- percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nettles Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 33 inches: sand Bh 1- 33 to 39 inches: sand Bh2 - 39 to 55 inches: sand Btg - 55 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Very low (about 1.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group. C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Description of Oldsmar Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 32 inches: sand Bh - 32 to 42 inches: sand Big - 42 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class. Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to . moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Pineda Percent of map unit: 4 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241FL) Hydric soil rating: Yes Pepper Percent of map unit. 4 percent 11 Custom Soil Resource Report Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Ankona Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Wabasso Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Oldsmar Percent of map unit: 4 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Other vegetative classification: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Hydric soil rating: Yes 12