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HomeMy WebLinkAboutOSTDS NewA STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM R ECE CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: John B PROPERTY ADDRESS: TBD GUIlotti PI Port Saint Lucie, FL LOT: 6 BLOCK: 2 PROPERTY ID #: 3414-501-1006-350-5 AUG O'021 PERMIT #:56-SF-2292161 APPLICATION #: AP1663509 DATE PAID: FEE PAID: CEIPT #: D CUMENT #: PR1596359 Lucie County, Permitting SUBDIVISION: St. Lucie Gardens [SECTION, TOWNSHIP, RANGE,-PARCq 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 [ 900 ] GALLONS / GPD SeDtic 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 [ 500 ] 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: Site BM, IR, W side of Rd near center of property I ELEVATION OF PROPOSED SYSTEM SITE [ 6.00 ][ INCHES FT ][ABOVE BELOW h BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 2.00 ][ INCHES FT ][ ABOVE BELOW]BENCHMARK/REFERENCE POINT L D O T H E R REQUIRED: [26.001 INCHES EXCAVATION REQUIRED: [ ] INCHES system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J I ram TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III Brian J gram DATE ISSUED: 07/21/202 EXPIRATION DATE: DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC v 1.1.4 AP1663509 SE1553105 St. Lucie CHD 01/21/2023 Page 1 of 3 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 rs 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2292161 BILL OOC #:56-BID-5310337 CONSTRUCTION APPLICATION #: AP1663509 RECEIVED FROM: Homes by Aburton LLC _ AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 1002 PAYMENT DATE: 05/14/2021 MAIL TO: John Brady FACILITY NAME: PROPERTY LOCATION: TBD Gullotti PI Port Saint Lucie, FL 34952 t 6 Lot: 2 Block: Property ID: 3414-501-1006-350-5 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 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4983165 Note: Well App being sent in separately 9 go T abed oKa 'T00'9-Sv9 pageaodzooul (pasn aq you Avui uoTMA suoigTpe snoina=d sagaTosgO) 60/80 'STOfi Ha suuid Too13 aaS (A-ZToads) aaugO I ] 8b0Z £ DW ' 9-Sfi9 Ieq vq0 IT aTges gjbS EazK suToospag uBTsaa uragsAS Teuoign4i4sul/Teiozammo0 BUTpTTng 30 oN 7VIo2i MOD [ ] gVISNSQISMI 1,4 ] :suny�NOls sute-Ta qua TnbH/iooT3 L ] Ii z aouapisag ,ilituu j 015urs T guaugsiTgeqsa ON go adKy gTuA NOISiimoaNI 9NI a'IIns (Nt,Z/v£ dvyq) (OFT SZ•i) 910-1 d0 La 0££ Sao .L3 S9I N Z xia Ot, 9£ tz SNgQ2idJ 21IOfYI is :osaQ IESaj Ol onupu0D -pg uoll! jL uo 31gSp u Q)19W 'pAlg uaSTA LUTITd g 03UO A1111 p.TEa uTiTL patjolmiv on xmuaoua os smimaula 9 .LO'I 30 .L3 0££ S d0 ld S9I N Z ?I'Ig Ob 9£ bZ SN9(IHVD E1IOfl'I .LS -'Id IJ-LO-MD : sssuaav xs-Iuaoua la :uamas OS a0mviSIa LSa '9900'T85 Mld SV S'IRV-IIVAV -dZMSS SI aa0000z<[ ] aa0000z=>[ I olzsna Sys raa [,A l :x'Iaans ussyM ssuov SZ•i :Szls xyusaoua [ E� /,k ] : SNZgVAlnas uo K/I ino01--gV : oNINOZ q OS£-900I-I05-tii7£ : # al xauSdoua Ni'Z/t£ : Gal.Lv'Ia suapTUD aron7 aS : NOISIAIaSnS Z : mo0'IH 9 :107 NOI,Lvk oaNI xsusdoua SHOISIAoud usHLiviaNu-uo xuoynyyys ao NolyvusaisNoo oNlyssnasu .3I (xx/aa/Lug) azllvla u0 aSsriao S'dM Lim SHy miva SHS 3o NOISiiLlNWM3Oa MIAOdd Os xSI'IIgISNOdSSu S,IXVDIricTcW SHY SI ZI •SSsnsvis vaIdou 'zss"68P uo (1u) (0901'68V OS SNFInSund aSSNSOI'I NOSuzd V xs aSyon,mismo Ss ssaw sNzLisAs • yxaE)v aSZIuomfiv S , ixvoIuaav ao SNvoI'Iaav As ammamo as Oy t,66t,£'Id `:-lun4S `9ZZ 'a;S •`XAIH IETaPa3 N: OS8 : SSSUaaV ONIZIVN 9LSt-9MrZLL SNOHdS'ISS ;suo0 a.TnsLoil otp jo dzo0 uoraorLwuo0 VU/uolingV ,iq sauIOH : yNHf)V SpETg •x uuf,-I puE SpE.Tg 'S uqo f :.mNvoI'IadfZ [ ] d.xezoduray [ ] quauluopuegff [ ] a-p-dag [ ] an=geaouul [ ] xuey buipTog [ ] uragsds BUTgs•rXz [ ] ulagsds max [ ] :u0a NOIS�io2'Iad�I SWUM NOISOfIHISNOo Wil HOI&IVDI'I3ae ' rJCt mot'} : # salsosu WHISxS :aivcl SSa rmsodsia mm LiNmImaui zf)vf4zs aSISNO : aiva ssva HS'IKSH a0 MaKl vilaa YZ.(j - • oN slwuua XaI?IOZa a0 SIVIS Z'0'L A L9 MU013 609£991,dV V 3o E a5Ea Oita 'T00'9-ay9 :pe;e=odxoouI (pasn eq 3ou X— qo n4 suozgipe enoT.Aa=d sa3aTosgo) 60/80 19TOV Ha (H1ltl3H IVIN3WNOUTAN3) (III;sllelnedS le3uawuojlAU3 : ll) uelis'weisul LZOZ/90/LO : aiva SHHONI as aamvariv a asls `.- INS MOM ..V Z13S 'W8 Melaq A W 'L8S ul „9L;e 6ugjels sepepunoq asnjj!p y;lm %06< xu;ew 1,/9M koL ul 6ulddlAls MUM -s6upoq i!os pue SSM vas[l 6ulsn poulwia;ap 1MSI (7.3I03as) daHmo [ ) aas [ X l :NomvA`doxa 'ao Hsaaa 09'0/PUBS vivasluo Tmolslamr/sxuvRau J HoNam [ ] :xomunolaxoo aualaxlftua 9NIZIS IlaSsxs wa awa 9NImfi/aunsxas 'IIOs SSHONI 00'9 6 : Hsaaa ON [ ) Sax [ X ] : J!`II'ISSON ON [ X ] Sax [ ] : NOIsVsHoaA a7EVl uSIVA HDIH aavuo JNISSI}C3 [ Mozae / SAORV ] SSHONI 91, :NOIL%VA as wiays aNxvm xosvzs szM aamvKxSSa [ SNaufddfii / a3Housd ] : Saxs aaeuo OHMSIXa [ Mozas / SA09V ] SSHONI 00'99, : a'iavx 'da,%VM aaAxaSHO ZL 01 1,9 PUBS Z/9 HA0L L9 0199 PUBS E/9 2IAO L 99 of Eti PUBS £/4 ulko L sti 01 Zti lepelBW 01PodS Z/E 8A9'L Z4 01 se !eualeV4 o!PodS L/Z UAO L IRE 01 OF PUBS L/9 UAO L 6Z 014 PUBS L/9 MAOL v 010 PUBS M? 2iA0 L (gdoa am;(a1 joloC)/# llesunllW :saluas 'iios easn L MhlS Au.LLb%t dL)Am.L WllLludd 111uS ZL 0169 PUBS Z/L NAOL 69 01 Z9 PUBS E/9 UAO L Z9 01911 PUBS Mr W10 L sti 01 SE lepoleW o!podS L/Z 21A0 L 9£ 019L PUBS L/9 ?GAOL 9£ 010 PUBS L/9 UAO L (l dea ejn;xal joloo/# llesunW :saluas zxos easn i ULT115 AIOITiwquo3Nl arildolld 'Ilos QAJN / 'ISM 7 .T,a :NOIseAaua 3LIS [ aA9N / 'ISN 7 la : aslS uoa NOIMVA3'IH aooua Wax OT [oN[XI Sax[ I L9Nimoua wax. 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Property Identification Site Address: GULLOTTI PL Parcel ID: 3414-501-1006- Account #: 40905 Sec/Town/Range: 24/36S/40E 350-5 Map ID: 34/24N Zoning: AR-1 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description John S Brady ST LUCIE GARDENS 24 36 40 BLK 2 N 165 FT OF S 330 FT Lynne K Brady OF LOT 6 (1.25 AC) (MAP 34/24N) 523 SWEET BAY CIR Jupiter, FL 33458 Current Values Historical Values 3-year Just/Market: $52,500 Assessed: $52,500 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $52,500 2020 $52,500 $52,500 $0 $52,500 2019 $52,500 $52,500 $0 $52,500 2018 $28,800 $28,800 $0 $28,800 Sale History Date Book/Page Sale Code Deed Grantor 11-21-2018 4208 / 0362 • 0001 SP MJT Holdings Inc 05-01-2017 3994 / 1998 0205 WD Lumicao Benjamin 05-01-1983 0401 / 2983 XX00 CV 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: Type Total Areas Price $62,500 $81,500 $5,000 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 1.25 Land Size (SF): 54,450 Total Building Count: 1 Special Features and Yard Items Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: GULLOTTI PL See/Town/Range: 24/36S/40E Parcel ID: 3414-501-1006-350-5 Jurisdiction: Saint Lucie County Ownership John S Brady Lynne K Brady 523 SWEET BAY CIR Jupiter, FL 33458 Legal Description ST LUCIE GARDENS 24 36 40 BLK 2 N 165 FT OF S 330 FT OF LOT 6 (1.25 AC) (MAP 34/24N) Current Values Just/Market Value: Assessed Value: Exemptions: Taxable Value: $52,500 $52,500 $0 $52,500 Property taxes are subject to change upon change of ownership. • Past taxes are not a reliable projection of future taxes. • The sale of a property Nvill prompt the removal of all exemptions, assessment caps, and special classifications. Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF 12 Use Type: 0000 Account #: 40905 Map ID: 34/24N Zoning: AR-1 Count Total Areas Finished/Under Air (SF): 0 Gross Sketched Area (SF): Land Size (acres): 1.25 Land Size (SF): 54,450 Building Design Wind Speed Occupancy Category I II III & IV Speed 140 160 170 Sources/links: All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. JOB ADDRESS . S PERMIT # 56-SF- eUy3 V SO MILE :3 9 y DATE ISSUED 3 - 31-0 3 JOB CITY L LOT BLOCK .2 SEC SUBDIV PE/PLS��,� BUILDER OWNER MTS & BOUNDS (Y /a 85/ COMM / MULTI # BEDROOMS BUILDING AREA SQ FT Sri" SIZE n /OS'p S/TSERIES AGGREGATE ppalOff' TIET FILTER ; D1F SIZE BE RENC OO`OSINt; (Y BAFFLE ©/ N) INSTALLER � l� t �: INSTALR N:OTIFI'ED WELL DRILLER WELL PERMIT # 58- OG3Z 1 SYS LOC (L LF LS RF RR RS CF %.CR) -' WELL'LOC (LR LF LS @� RR RS CF CR) e PUBLIC WATER �Y 1,6N) LOCATION - (LR LF LS RF RR RS CF CR) , EXCAV SIZ_4 / Z 7 EXCAV CERT / INSP SYSTEM INSP GUTTER / FILL INSP p y T' LEGEND 1 55 % yy 11 / yZg r, J STU13OUT ELEV . BDi,�7 �' WSWT a LEGEND 2 BM �/,t,L�,�, 'A� f PERMIT # 56-SF- ©S-q 3 BLDG PER/MIT,# NOTES & COMMENTS I '` - L1 L3 J .a i 1 '•i ti 4 v+��`'�,�r II •, + s t r r'� �d:".-At...A 9c t y 4'' t Ni„i l yy F, c t a n Sli ++fat ♦- 2 s..t i s ;✓1-t ,� a 'µYHxt-,k yt` .4 �' f ti (ir r `�a .,• ,a r i y silly AWN + •:a : r'Pin. f Fsi q r ...? +� ! it_ " C a d 1 i rj ! Ymo 4 t i t . 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Custom Soil Resource Report St. Lucie County, Florida 50—Waveland and Immokalee fine sands Map Unit Setting National map unit symbol. 1 jpwd Elevation: 0 to 200 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: Not prime farmland Map Unit Composition i Waveland and similar soils: 45 percent Immokalee and similar soils: 43 percent Minor components. 12 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Waveland Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 4 inches: fine sand Eg - 4 to 32 inches: sand Bh1- 32 to 40 inches: loamy sand Bh2 - 40 to 53 inches: sand Cg1 - 53 to 66 inches: sand Cg2 - 66 to 80 inches: sand 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 0.8 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 (G156BC141 FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Description of Immokalee Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 35 inches. fine sand Bh - 35 to 54 inches: fine sand Cg - 54 to 72 inches. fine sand 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 high to high (0.57 to 1.98 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 5.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/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 Salerno Percent of map unit. 3 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 Electra Percent of map unit. 3 percent 11 Custom Soil Resource Report Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating: No Lawnwood Percent of map unit. 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Jonathan Percent of map unit. 3 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G156BC121 FL) Hydric soil rating: No 51—Waveland-Lawnwood complex, depressional Map Unit Setting National map unit symbol: 1 jpwf Elevation: 0 to 70 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: Not prime farmland Map Unit Composition Waveland and similar soils: 55 percent Lawnwood and similar soils: 40 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Waveland Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Dip 12 Custom Soil Resource Report ( Down -slope shape: Concave Across -slope shape: Concave Parent material: Sandy marine deposits Typical profile A - 0 to 4 inches. fine sand Eg - 4 to 32 inches. sand Bhl - 32 to 40 inches: loamy sand Bh2 - 40 to 53 inches: sand Cg1- 53 to 66 inches: sand Cg2 - 66 to 80 inches. sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Drainage class: Very poorly drained Runoff class: Negligible 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 0 inches Frequency of flooding. None Frequency of ponding: Frequent 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 0.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) - Other vegetative classification: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Hydric soil rating: Yes Description of Lawnwood Setting Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Parent material: Sandy marine deposits Typical profile A - 0 to 3 inches. sand E - 3 to 28 inches: sand Bh1- 28 to 52 inches: sand Bh2 - 52 to 58 inches: sand C - 58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein Drainage class: Very poorly drained Runoff class: Negligible 13 Custom Soil Resource Report 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 0 inches Frequency of flooding: None Frequency of ponding: Frequent 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 0.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Other vegetative classification: Sandy soils on stream terraces, flood plains, or in depressions (G156BC145FL) Hydric soil rating: Yes Minor Components Wabasso Percent of map unit. 5 percent Landform: Flats 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 (G156BC141FL) Hydric soil rating: No 14 • ! 41wiw on DeSantis Mission: Governor To protect, promote & improve the health A U G 10 2 r of all people in Florida through integrated 2 state, county&community efforts. � o B Scott Rivkees, MD HEALTH ST• Lucie County, Permitting teSurgeonGeneral Vision: To be the Healthiest State in the Nation i Florida Department of Health in St. Lucie County Conditions for Issuance of Water Well Permits Effective July 24, 2017 • Contact the Florida Department of Health in Saint Lucie County (FDOH — St. Lucie) prior to constructing or abandoning any well. a. Call the FDOH — St. Lucie Well Line at 772-873-4936 or email SLCDOH-WELLSa-FLHEALTH.GOV b. Provide the following information: i. Permit number ii. Driller name iii. Address - iv. Date and time to begin construction/abandonment • A minimum of 24 hours' notice is required before constructing any public water supply wells. Please call our main office at 772-873-4931 and speak with Environmental Health Staff or provide notification by email to SLCDOH-WELLS(cD-FLHEALTH.GOV • Submit revisions to permit and/or site map and associated fee within 48 hours of well construction or abandonment. Florida Department of Health St. Lucie county Accredited Health Department 5150 NW Milner Drive - Port St Lucie, FL 34983 Public Health Accreditation Board PHONE: 7721462-3800 • FAX: 772/871-5360 StLucieCountyHealth.com STATE OF FLORIDA PERMIT APPLICATION TO (e CONSTRUCT, REPAIR, MODIFY, ORA13ANDONA WELL PamlttNa. 59-32053 �b _SOUtf}vIBSi FLS4SEFILL OLTALLA PLICAsLeFIELDS :-Northwest Osnotes Required Fields Where Applicable) ''St. Flo;tt}a Unique tD ------ Johns River Pemit St pu!atla�s Raqul:ed (Sae _South Florida Yeea�tarwakeontraclor:srasaons&efarCo"apte;iag Z-Suwannee River m.s'o ... ar d fonsa+o7n� rha pe rntt applicator. to :5e egn:.p+isle -4e.a2ste: a_ he:t; t o+a aacreaf a DEP 52.524 Qua; No. DellreaRon Nc,�� w Delegated Authority (If Applicable) CUPWUPApalicationNo. 1. �.,(f L�J �-- L �D� 'Owner, Legal.NNaal 1 C Goraiia ` Address - 7 In p CI ` 'State 'ZIP 'Telephone Number 2. P S C L '3 i] 2 'Well LoGatton -Address, Road Name Or Numb r, Ci[y 3. 3� fG/ •' S61 l'D 3U 'Parcel ID No, PINY or Alt mate Key RN CIP• One) 4. � __ L/n 5 ' M1 Lot Black Uni—'l *Section or Land Grant ' township Range •Goan r� S �� S3a x-Y ry Subdivision Check it t32-524. Yes No 'Water Well Contractor t 'License Number Tate' hone Number 6. P, p , �r1� � �j i.E (' E mallAddress 'Water Well Contractor's Address FD ri— P. , V G.e FL 3, , 7. 'Type of Work: Construction CI Slate— ZIRe air _Atodifica.lon __Abandonment P 8. 'Number or Proposed Wells V '9fnaV. ror RayaF u,.;,a;,,•,.�.1= 1mr11 9. 'Specify Intended Use(s) of Well($): •?L,Domestic D alp rttp} I V ,_.,_Bottled Water Supply Landscape irrigation Agricultural Inieallon Site Investigation PP V —Recreation Area Irrigation _—Livestock ,Monitoring ,Public Water Supply (Limited UserDOH) -Nursery Irrigation -Test `Public Water Supply (Community or Non-Community1DEP)---CommercialAndustrial .Earth-Couplod Geothermal JULf ry _ Class I injection _� Gol; Course irrigation _HVAC Supply p! U 14 20G Class V injection:,Recharga ____Commercialllnduslrisl Dis oral-•—HVAC Return P _Aquner Storage and Recovery `Drainage Remedlation: __,Recavury _,_Air Sparse ,__._Other;Dplc•.b6, 1_ _ __� __O[liar IDetcribe; t0H in St Lucie Co a.E `s. 10.'OislanCe from Septic System if s 200 it. ! Q' 1 • • plc e• :;'al '.n33 ". • 6 T'np"'' a ilve- :- e kW aa•aa.; _ T]�Facility Descrlpllon,---5—•C.R... 13.'Esllmated Well Depth,�,__ft. ^Estimated Casit+g Depll, �t f '— 12 Estimated Start Date___-__- 14. Estimated Screen Interval: From To a,1 •Pnmay Ca_Ing Diameter in. Open Hole: From Te IL ft 15.'Primary Casing h1alerial Black Sleet —`_Ots�ized 7� PVC _,Stainless Steel NolCased Other; 16. Secondary Casing. Telescope Casing ­ Liner S 4rface Casing Diameter - 17. Secondary Casing Material: _,'..,-_Black Steel _.Galvanized PVC Stainless Steel _ 18-Wethod of Conslrucllon. Repair. erAbandonment: Other _ ^Auger —Cable Tool Jetted Combination (Two or Mare Methods ..Rotary `Sonic Horizontal Drilling ) Ffand Driven (Wall Point. Sand Point Plugged by Approved Metl+od ----Other 3a1. �a! ) Hydraulic Point (Direct Push) 19. Proposed Grouting Interval for the Primary. Secondary. and Additional Casing: From To Seal Material entOnito From_,TTo (----sNeal Cement Other From ) Seai Material (`� entonite Neat Cement Other To Seal Material L _sentonilo Neat Cemen From To Seal Material (_`sentonite Neat Cement Other 20, Indicate total number of existing welts or, site LiOther ) List number of existing unused :yells on site 21.1s Ihls well.or any existing well orwater withdrawal on the Ovner's contiguous property covered under a Consumpllve/Water Use Permit (CUPnVUP) or CUPANUP Application? Yes ->—/--- No If yes, cgmplote the following: CUPIVVUP No. 22. Lailludo Longitude --- — District Well ID No. 23. Data Oblalrad From GPS Nap Survee . J,arcD7:f:l?r ara1. any LlTplrMae PO l�irtil%al:.Cl7 ]rrre ts. f%iGCa a7pvcaxtrl! CO=t :ue parriarolereprrl�prya n: niLV healb" iie a•.af,S a: rats w7u• e]allv:Ua: .Iwthtraetyilr ar,•L-••-rtr»nYaeo us.l r: a:�-r.i %Vtor- sj.,�ri.-Y• tW. WL:ri rn13 Sit aL1arI0:lra.0ays•gC'2raaiPi.113,-t::+:lp.a •t;'La 1:: -e,}p• sa^irtp.• tJerl U Ua aslry xPrr Sp Cirs trc Larpa4r y He �+r; nta• n:1 r-;,]ha;q. q. N.e]-'a!tnUul:q��y Not aa•ml a•t`Yer. :aka:.: n.:•b a•:]]r7 L•II } rjaJ 'License IVa. Datum: NAD27 NAD83 WGS84 u .'•} Irr..L-;•l:nu• W 4.p :.a■q• s1a1 a :I1:^•1•�JQ•tr-.2l: :-a-' allot-tie^a•>~xa: lL::raLa, 7:.t+r:`.p:'t7 ftll:f� .a•1}S.}•c �l alaJlel fp ;!,-Yn�-y]iT.1'4:Snd01L,tV1i . i/:1J;TL•'L� !gnat <`a ant; IAm•e • i- r7ro^ ]r..•a1S •c a�; n1 e•�triy';•7sl �r sae: ; 2af e!•�: e• Yt:]•.L4tHl lttlt;i: L:IN! On :T ::-aa`I1 L-�,M.•L]a�a•a eft\1W�1,^, rCORIri;L:n9:^,37];tL7 •::ta'rll !-1 � •-w I•a r.,,,•-J:1:• •a:a • 'I::Y:a;O•. C' Y.17::�t•:'aJY+ta1 C.141 ]a— 7 Approval Granted By� _ issue Date Z __ Erpkat,�D.l.N.ydrologi6l Approvalr'ae Rscelvod 5` ReCmpl__ Check No. 7HI$ PER"dlT !S NGT'J/�1 y7 LINTlt. PROPF Y SIGNCD 9Y AN ALTNQR125D OF =10ER OR REPRESEIgTATIVe OF THE INIAD OR DELEGATEDAUTHORI- f. THE PERMIT SHALL 8E AVAILABLE AT THE WELL 'SIT E DURING.W. C07NSi RUCTION. RFJaNR, idO0iFIC9rfaN, OR ASANDONAVIENTACTR+IT(ES. DEP Poem: 52.532.9DDfti Ineo��ralod a:? "e•532.<OQfi), F E5acl6s Date: oc!cbe; 7. 201: D BOUNDARY SURVEY 3 � m � S OC T Pecel 3414-501-1006-250-4 o 547.100V - N 8912W E �-�� 300.00' (BANG BASE) i j Pal J 3414-501-100S-300-3 i 1 cNOTE w NOPOTABLEWELLSi w o ORSCPTICTANKS rsr FOUND YYITHIN 400' v �+' OP PROPOS80 rr E+ �; C ON NTH Vic" 3r 9 A-3- , 10 r" a.`�� N OR PROPOSED Asr------� �= ` to - 4 Parcel - sot-1005-a�0 -8 e PRE I VARK M. SStTE SEPTIC CA it. N,. F+cPasF9 a aE�� . � m I { rD 1 ' is Egg 47M, �,..J N 89'12'30' £ 330.00' J ggTs2ac rk : % ?� {y"�i Porcei 3414-501-1005-400-4 Parcel 5414•-50i-1006-400-1 um 10BY B > A SURVIVORS' NOTES LEGAL DE.SCRIPft THE NORTH 105 FEET OF THE SOUTH 330 FEET OF CtiZTrr7CATIGtL 1, a=JSuNGS SY.OIM! Hr"R---QV :ri2E a:eS",:D ON TFL SO'J7}i U71E OF iFL SUir3:C7 PARCEL LOT o, BLCOC s. SECIIGY 36 SG]P.i, RANGE 40 EAST, PLA r NO.I, OF ST. I HStMY CE'ti VY iHAT THE SURVEY PRU,NTEE tMoN WAS AND --ARS N E712'.°O' F- LU0E COUNTY. r-ORRLD:. SSS.ECT -0 ifi EAST SC FEET FOR ROAD PFRFMME) UNOM MY SUPERNS04 AID IT COt6PUES W',H THE - UTRUTY AND OEAINAGE PURPOSES. SURZCT TO THE SOUTH 20 FEE`i FOR STANDARDS OF PRACTIC= AS Set P097H 31 THE PLORIDA BOARD OF 2. THE EXPEc-,lD USE OF THE SURVEY ANC MAP IS FOR PROPERTY TPANSACMk:. ACCESS EASD ENT. SURV`YORS & YAPP-M- IN CHAR. R 5J-17.050 - T7.0.2 OF iHS PLORIDA AOGIN+SMAlI* CODE, PURSUANT TO SE--ncK 472027, FLORDA 3. 91. MSTANCESS AND zr:'Ti1KS ARE AS FLELD MEASLAED. LOT AREA: 77,536.E Sq. Ft. 1.78 Aaal& SNSTATUTES.POACKAND IFURTHER UNLESS AT IEPENOTED.ANo V18P�.F..L90VE GROUND 4, THIS OP.UYING IS NOT VAUD U111HCUT THE SIGNATURE AND ORIGINAL RASED SEAL OF A SUM-= ADORESS (TO BE DETDWN9) GURLOTi; PLACE, PORT SAINT CERTRED To- F ORtIDA UC34.-O SUAyerOP. C MAPPER. irCi:. FLORIDA. John S. Brady S. THEM HAS SEEN NO E EIMVE SEARCH OF THE PLM—M RECORDS 51' SHIS 0,-R . L)cne K. Brady sea Cocat Bank i 6. NO ATTVJPr HAS SM14 MADE TO LOCJSE UNDERGROUND DJPRCVESIENTS. E7.EVAUON DATA: INE ORIWNAL BENCH MARK PER SAW, LUME CMMY. A Parkeer Brown r)J= 7. AODiFANS OR DEL-MONS TO SUR`JEY GAPS OR KP'1(. R5 BY OTHER THAN -;HE SIGNING PAR^' OR PARTIES IS PROKSITED RTIHOUT WRITTEN CONSENT OF THE SIGNING PAMY OR OCLTS SAINT WOE COUIM 2000 SE-ITICAL CONTRCO DISC IN CONCRETE �TE4Er: O• ARS!iA�-= i.:'So�7a PARnES, a/tO OF A MILE PLUS OR Mum Noit"CAST OF -iw DXMRSECTM Q: VATZ OF LAST F= . 05-12-21 SHANAS TRAIL AND TILTCH ROAD, RK MAW AIS AT THE END OF TLTCN RD. 3 =- Is;8. "OKM HN LOCATED FLOOD ZONE 'X' PER F.I.RJJ. 12,11CD2B3J. OATEq' FEET PLUS OR MINUS WEST CC A FOOT ROOD fr"F. M 5 FMT PLUS OR A BOUNDARY .SURVEY02-1,3-i2. UNUS NORTH OF A WOC9 UT. UTf POLE, PARK IS 200 F� PLUS OR o!: MINUS NORTH OF HOUSE P7030. AdNated S1w98 atlan 5.0206 M. HAt9. G !t L{^ ! 11 j !L ! ! Ptspatod at1 >M order 9. THE TRAVaRS'E CLOSJRE FOR T,ffi SUB BCT. PROP ---MY EXCEEDS 1;t0.ox'. ` 9 dE Nowag Don Warburton 321 HoUy Ave 10. PARCEL K)ENMCATICN NUM?.:R 3414-501-107E-350-5. Pert St. Labe. wr as 34552 Fkt& us{fjy Jeh Me- 2D111: i.:et (TM-) 940-1= D1wn: YZKaL OWN AN ALL �E+ ARE Vi ACCORDANCE JrITH i1+E Ug1rFJJ SLAFES STANDARD IN FAT REYISI%h ADD PROPOSE? BOBD*IM SEPa C SYSTW & VIELL 3-f1-21 °�: mmishm153QiIotr9aegm .. w D' 1 of AND OEC0IALS Michelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Property Identification Site Address: GULLOTTI PL Parcel ID: 3414-501-1006- Account #: 40905 Sec/Town/Range: 24/36S/40E 350-5 Map ID: 34/24N Zoning: AR-1 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description John S Brady ST LUCIE GARDENS 24 36 40 BLK 2 N 165 FT OF S 330 FT Lynne K Brady OF LOT 6 (1.25 AC) (MAP 34/24N) 523 SWEET BAY CIR Jupiter, FL 33458 Current Values Historical Values 3-year Just/Market:. $52,500 Assessed: $52,500 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $52,500 2020 $52,500 $52,500 $0 $52,500 2019 $52,500 $52,500 $0 $52,500 2018 $28,800 $28,800 $0 $28,800 Sale History Date Book/Page Sale Code Deed Grantor Price 11-21-2018 4208 / 0362 0001 SP MJT Holdings Inc $62,500 05-01-2017 3994 / 1998 0205 WD Lumicao Benjamin $81,500 05-01-1983 0401 / 2983 XX00 CV $5,000 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A°/a Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Type Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 1.25 Land Size (SF): 54,450 Total Building Count: 1 Special Features and Yard Items Qty Units Year Blt 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. ,t St. Lucie County Health Department ti 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: BILL DOC #:56-BID-5314231 RECEIVED FROM: Don Barrett 11025 AMOUNT PAID: $ 115.00 PAYMENT FORM: CREDIT CARD 039730 PAYMENT DATE: 05/18/2021 MAIL TO: Don Barrett 11025 Fort Pierce FL 34954 FACILITY NAME: Don Barrett 11025 PROPERTY LOCATION: Fort Pierce FL 34954 Lot: Block: Property ID: EXPLANATION or DESCRIPTION: QUANTITY FEE -1 - Well Construction 1 $ 115.00 RECEIVED BY: AdamsC Note: 59-32053 - TBD Gullotti Place AUDIT CONTROL NO. 56-PID-4988920 BOUNDARY SURVEY Parcel 3414-501-1006-250-4 n 330-D I347.10'M' ,� m, Ia,W v91077E I >> Y rnrrI KNn. as 0) 1 J v� °D d 0 O CA ram as MAW ;1=040 N 89123W E NOTE: NO POTABLE WELLS OR SEPTIC TANKS FOUND WITHIN 100' OF PROPOSED ON SITE WELL OR PROPOSED ON SITE SEPTIC SYSTEM. CHAIN UNK i"i330.00' -15 • 10SETBACK PROPOSED VOL \ Illy SEIB" BASE) El io PROPOSED 'C° ONE—STORY RESIDENCE �o�a -� N 89.12'3W E 330.00' Parcel 3414-501-1006-400-1 SURVEYORS' NOTES. 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE SUBJECT PARCEL AND BEARS N 89'12'3W E. 2. THE EXPECTED USE OF THE SURVEY AND MAP IS FOR PROPERTY TRANSACTION. 3. ALL DISTANCES AND BEARINGS ARE AS FIELD MEASURED. THE NORTH LINE OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 40 EAST to :o W o qo c i r Parcel: `3414:'-501 L1005_-,300-3 Maw fWORON LWM umuo J RECEIVED Owe C w AUG 10 2021 ,esc - C ST. Lucie County, Permitting A N I r s s -- . ---------_1 rn Parcel 3414-501-1005-350-8 -'° r•---- > m FDOH in St. Lucie County I I b, Environmental Health ME i l l l l i BENCHMARK Site Plan Approved for Construction Ji I i I I I I EL=18.50 SET IRON ROD I - .� Supersedes All Previous Site Plans for 1 1 1 1 1 1 $ v OSTDS 5� SF- 22921'(of &Well.#54-3Z�53 I I Date;. ? Ll Zs L� 1 Reviewer: I ,A6 PROPOSED e i ��/ Parcel 3414-501-1005-400-4 LEGAL DESCRIPTION: THE NORTH 1651FEET OF THE SOUTH 330 FEET OF LOT 6, BLOCK 2, SECTION 36 SOUTH, RANGE 40 EAST, PLAT NO.1, OF ST. LUCIE COUNTY, FLORIDA. SUBJECT T0, THE EAST SO FEET FOR ROAD UTILITY AND DRAINAGE PURPOSES. SUBJECT TO THE SOUTH 20 FEET FOR ACCESS EASEMENT. LOT AREA: 77.536.8 Sq. Ft.; 1.78 Acres* 4. THIS DRAWING IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A STREET ADDRESS: (TO BE DETERMINED) GUILLOTTI PLACE, PORT SAINT FLORIDA LICENSED SURVEYOR & MAPPER. LUCIE, FLORIDA. 5. THERE HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE. 6. NO ATTEMPT HAS BEEN MADE TO LOCATE UNDERGROUND IMPROVEMENTS. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. PROPERTY HEREON LOCATED IN FLOOD ZONE "X" PER F.I.R.M. 12111 CO283J, DATED 02-16-12. 9. THE TRAVERSE CLOSURE FOR THE SUBJECT PROPERTY EXCEEDS 1:10,000'. 10. PARCEL IDENTIFICATION NUMBER: 3414-501-1006-350-5. ELEVATION DATA: THE ORIGINAL BENCH MARK PER SAINT LUCIE COUNTY. COLTS SAINT LUCIE COUNTY 2000 VERTICAL CONTROL DISK IN CONCRETE 6/10 OF A MILE PLUS OR MINUS NORTHEAST OF THE INTERSECTION OF SHANAS TRAIL AND TILTON ROAD, MARK IS AT THE END OF TILTON RD, 3 FEET PLUS OR MINUS WEST OF A 4 FOOT WOOD FENCE, 5 FEET PLUS OR MINUS NORTH OF A WOOD UTI UTY POLE, MARK IS 200 FEET PLUS OR MINUS NORTH OF HOUSE #7030. Adjusted Elevation 5.0206 M. NAVD88. 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET AND DECIMALS. REVISION: ADD PROPOSED BUILDING, SEPTIC SYSTEM do WELL 5-11-21r CERTIFICATION: I HEREBY CERTIFY THAT THE SURVEY PRESENTED HEREON WAS PERFORMED UNDER MY SUPERVISION AND IT COMPLIES WITH THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS IN CHAPTER 5J-17.050 — 17.052 OF THE FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND FURTHER THAT THERE ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS UNLESS SHOWN OR NOTED. CERTIFIED TO: Y> John S. Brady Lynne K. Brady Sea Coast Bank Alley Parkeer Brown Title t STEVEN �D > MAR' S' RALL 2, *LS63- 76 DATE OF LAST FIELD WORK: 05-12-21 ' =- M a r s h a�4avnv.;Y Prepared on the order of: Surveying & Mapping 321 Holly Ave Port St. Lucie, Florida 34952 tel: (772) 940-1382 email: marsha1101530hotmail.com Don Warburton FIe1d: SIB/LM ,lob No.: 20:1110C Drown: LDM Date: 11-12-20 '•tale: 1"=40' sheet: 1 of 1 M SH 23 231-011 SH 23 SH 23 62'-01' TM 151-9,11 L2880 d 2 CAR, ! i 21 141 6111 0 V 101-4 L 0 % '\. Lu 0 /FINK STORAGE �/ 0 ABOVE d C? COND A I// ATTI x ? dZ:i J013 LOG 2. MOUNTED INSTA-HEAT R302.5 Dwelling -Garage Opening"in reyret i 11:11 e ion Openings and penetration rog h wa o ce sse r n the dwelling from the i i. Se ti gE a s -1 .. :Cord c R302.5.1 through R302.5.3. Recess trusses 24" for HVAC equipment ...... ...... AJV IJ -1 R302.5.1 Opening Protection 2 H&2 2880 SOLID CORE SELF CLOSING wl threshold & Q-Ion A E wall 11 3080 SCREEN dr. ---- - ------- D. 2880 dr. SH 23 temp. 4'-10" 11-011 11-011 SCREENED LEFT SIDE BEDRM #%3. 1 14- temp. temp. temp. 3H-124 SH24 SH-124 2 2 COV.PORCH 6'-8" x 14'-8" 10'-4" FLAT CLG. 121-011 lo x 14'-0' 1 0v-011 FLAT CLG. _.._.._ __.._.._ E El - - --- ------------- ........................................... .. FBC R310 N 'C-4 EMERGENCY ESCAPE RIGHT (KIT.) SIDE LU l­_ C11 & RESCUE OPENINGS COV. PORCH < IL 121-011 01 1 /0 KITCHEN 10'-4" FLAT CLG. 11 11 LAUNDRY 1­ Lu 9'-4" x 14'-4" 3080 [-oil 41-011 FBC R310 9'4" x 14'-4" 0 > 0 FIR 10 LITE > 2880 r. 10 f . rdlite EMERGENCY ESCAPE & RESCUE OPENINGS 10'-0" FLAT CLG. l'- CD dr. temp. W E 11 18"x48" transome Z U) < 8 x48" tra m 2880 (5) SH 2880 dr. pk. dr. 1680 U=j d 31D30 pk dog dr C� top at 36" a.f.f. 1 ROD & SHELF E ass fern CHEF'S p. LD CL 0 PANTRY 2880 5080 2880 2880 "0 0) 10'FLAT CLG. dr. B.P. dr. dr. co 51-0" 1-1 (5)91 01 _2 BEDRM # 41-011 Ae 110'-0" FLAT CI-G. 12'-4 1/2" x 12'-0" 10'-0" FLAT CLG. 2 6 wet wall x q 10'-0" FLAT CLG. ------- 141-5" D 10- _A1 o FBC R310 2880 2080 free star cling tub 28" w x dr. SH 35 EMERGENCY ESCAPE dr. 68" she a acrylic slipper tub b temp. & RESCUE OPENINGS FAMI LY ROOM 1680 23'-8 10" x 16'-8 1/2" dr. == cased opening SH26 VAULTED CLG. ------ --- 5 i 2880 SCREENED i dr. COV FRONT PORCH 1R IT80E 131-411 x 16'-0" dr. CD CD 10'-4" FLAT CLG. i 2880 pk dr. sn M NQ FBC Ik310 EMERGENCY, ESCAPE & RESCUE OPENINGS �r M. BED14, 1VI _j 3080 SH26 DBL.SH26 SH26 3080 13'-411 x 161-611 10 LITE 3080 10 LITE FR. dr. VAULTED &G. SCREEN dr. 17/ COVFRONTPORCH C� 10'-4" FLAT CLG. d) 2880 pk dr. M ---------- ...... .......... ....... --------------------- --------- -------- F5;WT --- ............ ------ ---------------- FBC R310-------------------- 310 i I EMERGENCY ESCAPE & RESCUE OPENINGS ---------- CV M 231-411 00% FLOOR PLAN — SCALE — 1/4"=1'-0" 41-411 1 DBL. SH25 141-011 an L-1- G E N D The Effective Date for the Florida Building Code 7th Edition (2020) 2020/170 MPH N - #5 - ROD IN FILLED CELL WINDOW REQUIREMENTS El - FILLED CELL (NO STEEL REQ'D) EXTERIOR WINDOWS AND GLASS DOORS - 2x4 FRAME WALL MUST MEET THE REQUIREMENTS OF R301.2(2) - 8" C.M.U. WALL OF THE FLORIDA BUILDING CODE 2020 RESIDENTIAL EDITION S _INTERIOR BEARING WALL - DENOTES 8'-0" PLT. HEIGHT (UNLESS NOTED OTHERWISE) EXTERIOR WINDOWS AND GLASS DOORS - DENOTES 8'-8" PLT. HEIGHT TESTING AND LABELING EXTERIOR WINDOWS - DENOTES 9'-0" PLT. HEIGHT AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA K - DENOTES 10'-0" PLT. HEIGHT OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE 7 - DENOTES 10'-8" PLT. HEIGHT MANUFACTURER, PERFORMANCE CHARACTERISTICS AND Z_. APPROVED PRODUCT EVALUATION ENTITY TO INDICATE - DENOTES 11-4" PLT_. HEIGHT COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: zw/2�- - DENOTES 13'-0" PLT. HEIGHT ,*I WINDOWS-ANS/AAMA/NWWDA 101/lS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2020/170 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POI ITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN AC"CORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCRZ2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF safety glass in all hazardous locations per 7th edition (2020) FBC/Residential R308.4 7th ed (2020) FBC/Building 2406 SQ. FT. CALCULATION1. LIVING 2048' RIGHT (KIT.) PORCH 120 STREET VIEW PORCH 364 LEFT SIDE PORCH 97. GARAGE 508 TOTAL AREA UNDER ROOF 3137. TOTAL AREA 3137. CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 Fl_.ORIDA PLUMBING 2020 FI ORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. DENOTES OTHER PLT. HT. SEE ELEV. & FLOOR PLAN FOR PLT. HT. INTERIOR 2x4 WALL W/ HEIGHT NOTED ON FLOOR PLAN PLANT SHELF @ 8'-4" (UNLE-SS OTHERWISE NOTED) 1A DENOTES DETAIL REF. NUMBER \,S.1 & SHEET NUMBER FOR, DETAIL LOCATION Al A DENOTES INTERIOR ELEVATION REF. & SHEET NUMBER FOR ELEVATION PRECAST LOCATION L-4 (C) PRECAST LINTEL REF. HDR-1 WOUD HEADER REF. >( FLOORING TRANSITION 1. ALL IN7_1:RIOR WALLS ARE 2" X4" CONSTRUCTION 24" O.C. EXCEPT NOTED WET WALLS. NOTES: FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO MASONRY SEE: DETAILS 103,107 AND 108 ON THE DETAIL,'31­1EET. FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO WOOD FRAME SEE DETAIL 109, 110, AND 111. SEE GEN ERAL NOTES ON THE COVER SHEET FOR DE!3 GN CRITERIA. CPJ->+\.&YL - CA!RRET TO VINYL TRANSITION 1. ALL INTERIOR WALLS ARE 2" X 4" CONSTRUCTION 16" O.C. 2. ALL ROUGH OPENIING WINDOW SIZES MUST BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 3. PROVIDE BACKING FOR KITCHEN CABINETS (SEE BUILDER FOR LOCATION) FRAME HEADER SCHEDULE: (2):'e�xl2t:2EI;.Y,P.W/l/2"FLITCH PLATE MIN, 2 ROWS 16d GALV. NAILS AT 6" O.C. (2) 1 7/8" x 11 1 /2" LVIL (TOP @ 8'-1 " A. F. F.) MIN 2 ROWS 16d GALV. NAILS AT 12" O.C. FIX31-1 in L.Licie County Environmental Health Site Plan Approved for Construction SupersE;cles All F'revious Site Plans for OSTDS#fit- FW9ZI(v( & Weil #ro-g.2,o5 3 Date: /2" 1 /zu? Review-&:_' no,* I CO 14 C) C) co ,� SIM%, W E4 4-) r-4 Cn co 4 rr. 0 F-mq r b it • F-4 C> c' 0 CD 0 HEIGHT ROUGH OPENINGS BASED ON USING, A PRE -CAST SILL MAXIMUM ALLOWABLE SHIM STACK TO BE 14' PER ,JAMB AND 1/4" AT WINDOW HEAD. (ROUGH OPENING EXAMPLE- SH-25- 36 1/2" x 63 14' (MAX.) SEE DET. 107 FOR TAPCON PLACEMENT. NOTES: FOR TYPICAL DOOR AND WINDOW ATTACH MENT INTO MASONRY SEE DETAILS 103,107 AND 108113N THE DETAIL SHEET. FOR TYPICAL DOOR AND V1 NDOW ATTACHMENT INTO WOOD FRAME SEE DETAIL 1,09, 11 O,,l%ND 111. RECEIVED SEE GENERAL NOTES ON THE COVER SHE ET FOR DESIGN CRITERIA. AUG 10 2021 FBC R310 EMERGENCY ESCAPE & RESCUE OPENINGS ST. Lucie County, Perr C1'N' The design of this plan is 1.1 ) hereby the sole ownership of Homes by Aburton By the laws of the United States copyright protection. any form of copies or duplication of this is a Violation of the U.S. court systems and will be enforced F.B.C. 7 th F-Aition (2020) & N.E.C. 2017 NOTE: PROPOSED THT-3. WALL 'SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED Approved By: SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT STANUEY FORRIEST OF SAID ENGINEER SHALL Florida Reg. No. CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Di E- M Dew MG aim GNN DRm MG APYD GNN REVISION DATE OF DATE OF DWG DATE DRAVIM fNAW: Wk_ry ASNOTED A 2.1 AM Z1111IF11111111 1111IF111111