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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
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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
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
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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
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231-411
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41-411 1 DBL. SH25
141-011
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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,*
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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
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