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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM �F
mn
PERMIT #:56-SF-2220145
APPLICATION #: AP1612193
DATE PAID:
FEE PAID:
t� IPT #:
0 NT #: PR1524584
APR 1 '3 2021
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Beltran Construction) n,.
PROPERTY ADDRESS: 5722 Papaya Dr Fort Pierce, FL 349 ,
LOT: 14 BLOCK: 79 SUBDIVISION: Indian River Estates
K3
PROPERTY ID #: 3402-610-0279-000-2 f�l[sEc'CN,OWNSHIP�—RP�NGfE.,,PARCEyLNUMBER]
[ORF,TAX-IDhh�N[7MBETt� l it".1
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 Septic 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 [ 7
D [ 334 ] SQUARE FEET "aff fe GT�1, a SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND
I CONFIGURATION: [ ] TRENCH [X] BED [ ]
N
F LOCATION OF BENCHMARK: -i% raHgelpgt.Glt X44ift hiRdingant rlt
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D B
0
T
H
E
R
[ 4.00 ] [INCHES FT I[ BELOW ]BENCHMARK/REFERENCE POINT
[ 3 0 [INCHES F ] ABOVE,,BELOW]BENCHMARK/REFERENCE POINT
;u_ ..
REQUIRED: [YU.UU] INCHES EXCAVATION REQUIRED: [ SG.UUJ INCHES
system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of
9pd•
SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist III
APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD
Brian J Wam
DATE ISSUED: 03/31/202q EXPIRATION DATE:
DH 4616, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
v 1.1.4 AP1612193 szl491996
09/30/2022
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
HEALTH 5150 NW Milner Dr Port Saint Lucie, FL 34983
PAYING ON: #: 56-SF-2220145 BILL Doc #:56-BID-5150700 CONSTRUCTION APPLICATION #: AP1612193
RECEIVED FROM: Alexander J Piazza PSM Inc. AMOUNT PAID: $ 545.00
PAYMENT FORM: CHECK 023 PAYMENT DATE: 01/11/2021
MAIL TO: (Beltran Construction )
FACILITY NAME:
PROPERTY LOCATION:
5722 Papaya Dr
Fort Pierce, FL 34982
14
Lot:
79
Block:
Property ID: 3402-610-0279-000-2
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
RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4854632
({LE
STATE OF FLORIDA
-) DEPARTMENT OF HEALTH
yrf° ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
wee APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
PERMIT NO. 1
DATE PAID: C,j
FEE PAID: 1! � E; IT-.4 5
RECEIPT #:
[✓] New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary' [ ]
APPLICANT: BELTRAN CONSTRUCION, INC. 1
AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE: 772-340-7770
MAILING ADDRESS: 619 SW Biltmore Street, Port St. Lucie, Florida 34983
TO BE 'COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZEM RAGENT . SYSTE&MIS 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
LOT: 14 BLOCK: 79 SUBDIVISION: INDIAN RIVER ESTATES UNIT 9 PLATTED: 1956
PROPERTY ID #
PROPERTY SIZE: 0.23
3402-610-0279-000-2 ZONING: R I/M OR EQUIVALENT: [ No ]
ACRES WATER SUPPLY: F./1 PRIVATE PUBLIC rv42000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT
PROPERTY ADDRESS: 5722 PAPAYA DRIVE, FORT PIERCE, FLORIDA 34982
DIRECTIONS TO PROPERTY: SEE MAP
BUILDING INFORMATION [✓1 RESIDENTIAL [ ] COMMERCIAL
Unit Type of
No Establishment
1 RESIDENCE
2
3
4
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
2 1,056
[ 1 Fl0or/EquiptuenL Drain6 [ ✓ 1 Other (Specify)
aAPRACyF CMTNTIFPC /MRPORAT.0
Alexander J Piazza nn us. u„im;,Mou-nuiaiuouoomi�+��u43ma�mm�m-,u�c �r
SIGNATURE: WW. 11-15-20
��: ��:,A� �.�� ���;�w� �,>>�„• DATE
DH 4015, 08/09 (Obsoletes previous editions which may not be used)
incorporated 64E-6.001, FAA rage i o= 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Beltran Construction
CONTRACTOR / AGENT: Alexander J Piazza PSM Inc.
LOT: 14 BLOCK: 79
SUBDIVISION: Indian River Estates ID#: 3402-610-0279-000-2
APPLICATION # AP1612193
PERMIT # 56-SF-2220145
DOCUMENT # SF1491998
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: 0.23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 200 GALLONS PER DAY [-RESIDENCES-TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 500.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site BM, orange paint "X", CL of Rd near center of
ELEVATION OF PROPOSED SYSTEM SITE 4.00 [IINCHESI/ FT ] [I ABOVE I/ BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT
DITCHES/SWALES: 35 FT
NORMALLY WET: [ ]YES
[XINO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE:
FT NON -POTABLE:
50 FT
BUILDING FOUNDATIONS: 5 FT
PROPERTY LINES: 5 FT
POTABLE WATER LINES:
16 FT
SITE SUBJECT TO FREQUENT FLOODING?
[ ]YES EX ]NO
10 YEAR FLOODING? [ ]YES
[X]NO]
10 YEAR FLOOD ELEVATION FOR SITE:
FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
Rr1TT. ARnVTT.F. TNFARMATTAN RTT7. 1
CATT. DRAWTT.W.
TNWARMnTTAN CTTW. 9
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 411
Sand
0 TO 5
1 OYR 5/2
Sand
5 To 36
10YR 6/1
Sand
22 To 30
10YR 2/1
Spodic Material
36 To 39
1 OYR 4/1
Sand
39 To 45
10YR 2/2
Spodic Material
45 To 52
1 OYR 4/4
Fine Sand
52 To 72
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/2
Sand
0 To 7
10YR 5/1
Sand
7 To 29
10YR 6/1
Sand
24 To 31
1 OYR 2/2
Spodic Material
31 To 46
10YR 4/3
Fine Sand
46 To 72
OBSERVED WATER TABLE: 59.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: ( PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: EX ]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 22.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 52 INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10YR6/1 stripping in 10YR5/2 matrix.> 10% with diffuse boundaries starting at 22" in SB1.
SB1 4" above BM. SB2 6" above M.
SITE EVALUATED BY: DATE: 03/19/2021
Ingram, B n (Title: Environmental Specialist III) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 Of 4
AP1612193 EID2220145 v 1.0.2
E
'TH
STATE OF FLORIDA PERMIT # .
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
.E
APPLICANT: BELTRAN CONSTRUCION, INC. AGENT : Alexander J. Piazza PSM, Inc.
LOT: 14 BLOCK: 79 SUBDIVISION: INDIAN RIVER ESTATES UNIT 9
PROPERTY ID # : 3402-610-0279-000-2 [ Tax TD 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: 0.23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 333 GALLONS PER DAY [RESIDENCES -TABLE VOTHER-TABLE 2 ]
AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 500 SQFT UNOBSTRUCTED AREA REQUIRED: 500 SQFT
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE IS34 [INCHES/ET ] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER:100 FT DITCHES/SWALES:15 FT NORMALLY WET? [ I YES [✓] NO
WELLS: PUBLIC:200 FT LIMITED USE:100 FT PRIVATE:75 FT NON-POTABLE:100 FT
BUILDING FOUNDATIONS:5 FT PROPERTY LINES:10 FT POTABLE WATER LINES: FT
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [VI NO 10 YEAR FLOODING? ] ] YES [✓] NO
10 iEAR FLOOD ELEVATION FOR SITE: FT M.7L/lVliV1J SITE ELEVATION: FT MSL/NG'V1J
SOIL PROFILE INFORMATION SITE 1
MUNSELL #/COLOR
USDA SOIL SERIES:
TEXTURE
DEPTH
TO
mn
iV
mn
TO
TO
TO
TO
TO
mn
OBSERVED WATER TABLE:40+ INCHES [BELOW
ESTIMATED WET SEASON WATER TABLE ELEVATION:
LTSLi vu iiniur TaT-auiiati'a vL�sz'.Ts�aT ivii: L I a=..7 L ]
SOIL PROFILE INFORMATION SITE 2
MUNSELL #/COLOR TEXTURE DEPTH
TO
mn
iv
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
] EXISTING GRADE. TYPE: [PERCHED/ APPARENT I
_ INCHES [.ABOVE/BELOW ] EXISTING GRADE
7jr^ MT TTTo�. 1 \7L1C 1 RT/1 TLaTTV T%T/'�LTLTC
L•1VSiLit\l7. ( f iJ:saa J L\V LJJ�t 111. 1L\VLLEV
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [✓] TRENCH [ BED ( ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA:
A A i EIS I.,-...�� nvy-i ie y��q�,ryip.�.a ��c� en e�M.mm7�:�rncnarnn�i7pe.
hkfXaliuet i riazza c Aieaande,l Pis
SITE EVALUATED BY: oateN20.11.I510AU3.05•00' DATE: 11-15-20
DR 4015, 12/11 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 Of
APPLICANT'S NAME:
BELTRAN CONSTRUCION, INC.
LEGAL DESCRIPTION: LOT 14, BLOCK 79, INDIAN ROVER ESTATES UNIT 9 (PB 10,PG 7z
r
Px.
=ns� rr�l n c�; Tn F, �. crV � '?F t"7F'7 r.v.. r .) xT'1�r�di �`1(�11I
t•kzv COUl ll La1:1;! -:L%-, 1T.A.u..a_jXr-e. isrs-x r1, U.-IUK" 24,tvim, r
T certify that there are no potable private wells within 75 feet of the available area for the
proposed septic system, that there are no non -potable wells within 50 feet of the available area
for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated
1. 414; n• -Pr. 1rAl +t-r +l�n - tl-lara ara nn "17blir -11S that Centre lace than 25 npnnle or leg.g tf 2n
U Ulllllll� 1Vt111l1CLLl Vll, L114L ".0,1 �+ uiv Xiv ruviiv vv 1+-�1--
15 homes or businesses within 100 feet of the proposed septic system, that there are no public
wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of
the proposed septic system, LnaL the Water 1111C ILU111 L11C Water i11GLGi V1 well Lv t hiv s LL U10 is
at least 10 _feet from the available area for the proposed septic system unless the plans show
the line to. be double sleeved, that there is not a gravity sewer line, low pressure sewer line or
vacuum sewage line in a public easement or right-of=way that abuts the property, that there
are no1 7 +,-onwrin .a+ln»rlo nr enrfara sxratar rxlitli;n "IS fppt of the a'vnilalile area fnr tile.
1Q111rJ, O L1 V CL111J, VV V L1CL11-LLJ, vi V ul tuvv 11 l t_. a riiv..a r �. _
proposed septic system unless the property was created prior to 1972, that the septic system is
proposed on the side of the lot farthest from surface water, that all private wells, septic
systems and surface water on adjacent or couLiguous land w1u-1111 75 UM of LUG appl'1Ca.11L'0 WL
are. shown on- the site plan., that all public wells within 200 feet of the applicant's lot are
shown on the site plan, and that the location of building or residences, swimming pools,
recorded easements, paved areas or driveways, sidewalks, the general slope of file property,
-C11-A n.-one+ rlrni"nrra 4:'an+Tlrae a,A gnrfarp -wifPrs sl`TC11 as 1�lllP.0 nonci gfrenm.-,� (-.ai'15_ .-, or
11111+U Ql IJUJ, ♦ r s U111Qb1, 1V C1Lu1 lrJ, ta..ttu V tA11µV v , t. —�V, —
wetlands are shown on the applicants lot.
The natural grade elevadoI1 In file area of tile.proposed Septic Systern and Lhi. benClllllari� rnust
he shown on the site flan. Please locate the benchmark within 200 feet of the proposed septic
system.
NOTE: MUST BE CERTIFIED BY A FLORIDA
REGISTERED S U KV C. Y OR OR EN G11,ME ic.
Mg i W ly signed by Newnan 1 Ni
A 1.. ..I.. 1 1")7.. oN:c=u5.o=unarrumea.
Mexal lller i r Iazza °"-ac;:mcasccorsc:::zcawmc;r:,
m Aluander)PL .-a
CERTIFIED BY: Dak1020.11.1510.48:42-05'00'
rr nn Yl A nnr V.T'
Lfs CsinTin T
t1v.. \T!1 - TI /ZZ
P LllLLALK CLtV1'J�JIV L�[-4L
DATE: 11/15/20 JOB NO.: 20-6311
aocsi tormsisepcicsiSeplicnpppPage-v7
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PROJECT INFORMATION
JURISDICTION-- ST. LUCIE COUNTY FLORIDA
CLASS.: RESIDENTIAL R-3
TYPE OF CONSTRUCTION -- I — NEW
CONSTRUCTION
FIRE SPRINKLER SYSTEM --NOT REQUIRED
FIRE ALARM --NOT REQUIRED
BUILDING CODE: 2020 FLORIDA BUILDING CODE-7th
edition ASCE 7-16
EXPOSURE: C
BUILDING DESIGNED AS ENCLOSED
MEAN ROOF HEIGHT: 14.5 FT
IMPORTANCE FACTOR: 1.0
BASIC WIND VELOCITY: 170 MPH, 3 SECOND GUSTS
ROOF MATERIAL: METAL ROOF PER PRODUCT APPR.
SHEET
OVER SHEET
IRST FLOOR PLANS
XTERIOR ELEVATIONS (FRONT + RIGHT)
EXTERIOR ELEVATIONS (REAR
ECH AN I CAL PLAN
ELECTRICAL PLAN
PLUMBING PLAN / RISERS
30 PSF
ROOF LIVE LOAD: 25 PSF
SOIL BEARING CAPACITY- 2500 PSF ASSUMED
REVIEWED FOR SHEAR WALL REQUIREMENTS : YES
IMPACT PROTECTION: IMPACT GLASS
INTERNAL COEFFIECIENT: 0.18
DESIGN PRESSURES FOR OPENINGS (IN PSF):
WITHIN 3FT FROM CORNERS: SEE ELEVATIONS
GREATER THAN 3 FT FROM CORNERS: SEE ELEVS.
GARAGE DOOR- SEE ELEVATIONS
INSULATION. FLOORS: R-13 BATT
WALLS CBS: R-4.1 FOIL
WALLS WOOD: N/A
ROOF: R30 MIN
ROOF NAILING PATTERN: 8 D RING SHANK NAILS AT
4" EDGE AND FIELD
ROOF SHEATHING: %" EXTERIOR GRADE PLYWOOD
W/ RADIANT BARRIER
+ LEFT)
NDEX
a
S2
&I
D1
-FOUNDATION PLAN
EAM/COLUMN
OOF FRAMING PLAN
ETAILS
GENERAL CONSTRUCTION NOTES:
1. All construction shall conform to the Florida building code, and all
other applicable governing codes and regulations.
2 Contractor shall verify all dimensions and conditions in the field prior
to the bidding of the project Any discrepancies which may dtw the
intent of the architectural or engineering documents are to be brought
to the Immediate attention of the architect in writing, for approval or
modification.
3. All work shall be performed in strict accordance with the best practices
of the construction trades In a professional and workmanlike manner.
Any work not conforming with these standards may be rejected by the
architect and redone by the contractor at no additional eNpense to
the owner.
4. All materials and labor to have a one yew warranty form dote of
completion.
5. All wood members In direct contact with concrete and masonry
shag be treated with approved preservative.
6. General contractor shall submit to the Architect shop drawings for
review and approval of all specialty items such as cabinetry prior to
fabrication.
7. General contractor shall submit approved shop drawings,
Engineering data, product approvals and any other required
infonnatlon to the Building Department for ON new materials they
may require this information for review and approval prior to
commencement of construction.
d Written Dimensions take precedence over scaled drawings. These
drawings are not to be scaled for precise or critical dimensioning.
9. Contractor to use approved survey vs. site plan for precise layout
of building and other site improvements.
0
FDOH in St. Lucie County
Environmental Health
Site Plan ved for Construction
Supersedes Ak vious Site Plans for
OSTDS & Well #
Date: y Zt�?( /J _. -
Review6r.
ADVANCED
DESIGN 8
BUILDING
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000
WWW. ADVANCED—DESIGN-BUILDING.COM
THESE DRAWINGS AID SPECSCAnONS ARE
NSRM.IENTS OF SERVICE AND ARE THE PROPERTY OF
ROUND MLL OEVET.oPHmNr OROtW, NC. Mbar ADVANCED
OEM ! iWAlAN0. THEY ARE NOT eE USED ON
ANY OTHER PRQECiB OR EXTENSIONS OF 'HIS PROJECT
EMM" BY WPoNETN ACREENENTS WITH ROUND HILL
DEVELOPMEM ORM P.
NO OEM CHANCES WHICH ALTER IRE INTENT
OF THESE DRAWINGS OR SPEC11CAMIS ARE TO BE MADE
WITHOUT OBTAINING WRITTEN PERMISSION FROM
ROUND HILL DEVELOPMENT GROUP.
ARCHITECT:
c-A
c-4 �
JONES e�ZA�TE t
ARCHI C �'`,ERNA14
Ro °�
A
m, 'q'%0
S
GT , 7
DATE
CLIENT:
SMALL HOUSE
PROJECT
■
ADDRESS:
COVER
SHEET
REVISIONS:
DRAWN BY: JMG
CHECKED BY: BVJ
PROJECT #
SCALE: } INCH
rw'6�'() 0"q
MJURISDICTION=-ST. LUCIE COUNTY, FLORIDA
OCCUPANCY CLASS-- RESIDENTIAL R-3
TYPE OF CONSTRUCTION --V
FIRE SPRINKLER SYSTEM --NOT REQUIRED
FIRE ALARM --NOT REQUIRED
BUILDING CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION.
NATIONAL ELECTRICALCODE 2017
ASIDE 7-16
EXPOSURE: C
BUILOING DESIGNED AS ENCLOSED
MEAN ROOF HEIGHT: 19 FT
IMPORTANCE FACTOR: 1.0
WIND VELOCITYi Vuit-170 Vasd=132
qh=56.57 D
Kh=.85
Kzt=1.0
Gcpi-.18+/-
GCpf=1.0+, 1.4-
P=0.6w
ROOF MATERIAL METAL ROOF PER PRODUCT APPROVAL
ROOF DEAD LOAD: 30 PSF
ROOF LIVE LOAD 25 PSF
SOIL BEARING CAPACITY: 2500 PSF
REVIEWED FOR SHEAR WALE REQUIREMENTS : YES
IMPACT PROTECTION: PER PRODUCT APPROYAL--
WINDOWS AND DOORS IMPACT RATED
INTERNAL COEFFIECIENT: 0.18
ffi% CAT GA ORY ". It
END ZONE) o1H FOR 3OFT L BUILDING: 3 FT
COMPONENTS AND CLADDING DESIGN WIND PRESSURE
WALL_ ROOF
ZONE LE@ward/WIndward Leeward ndward
TRIBUT.AREA 10sf 1 -36.7 +23.1
ROOF PERIMETER 2 -63.8 +23.
ROOF CORNER 3 63.8 +23�1
WALL INFIELD 4 -43.4 +40.1
WALL CORNER 5 -53,6 +40.1
DESIGN PRESSURES FOR OPENINGS (IN PSF)
SEE WIND DATA ON SHEET D-1
INSULATION: :
WALLS R 4.1 MIN OR
WALLS R13 ®_ 6" FRAME EXTERIOR
®re
ROOF R 30 MIN I
ROOF NAILING PATTERN
IF REQUIRED
1. 8 D RING SHANK NAILS AT 4' EDGE' AND 4" FIELD
WALL SHEATHING :
1.1rEXTERIOR GRADE PLYWOOD W/ BD RING SHANK NAILS 0 2
4" O.C. AND 6" FIELD
a
WINDOW AND DOOR SCHEDULE
NO.
NOMINAL SIZE
WIDTH X HT.
TYPE
10
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ARCH TOP TWIN WINO
ALL DOORS AND WNDOM NOMINALSIZES LISTED -SEE MASONRY OPENINGS ON SHEET 62
AND VERIFY WITH OTHER l VANDOVIREP
CONTRACTORTO VERIFY ROUGHOPEMNG CMENSIONS FOR DOORS ANDW1NOOw8 ORDERED Ili
PPoORTO CONSTRUCTION
ALL DOORSAND WNDONB TO BE LONE GLASS AND IMPACT PER PRODUCT APPROVAL
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ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL. 33162
305-454—BODD
WWW. ADVANCED—DESIGN—BUILDING.COM
THESE 01141111 AHD SPECIFICATIONS ARE
INSTRUMENTS OF SEANCE AND ARE THE PROPER1Y OF
ROUND HILL DEVELOPMENT GROUP. IH0. Aba ADVANCED
DESIGN k 911111 THEY ARE NOT BE USED ON
ANY OTHER PROTECTS OR EMENSIONS OF 1HIS PROJECT
DW PT BY TRBTTEN ACREEWENTS VON ROUND HILL
DEVELOPMENT GROUP.
NO DESIGN CHANCES Wi AL1ER THE INTENT
OF THESE ORABTNGS OR SPEDFlCAMNS ARE TO BE MADE
WITHOUT OBTAINING PoWTiEN PaNISSIGN FROM
ROUND HILL ❑EVLLOPMETa GROUP.
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ARCHITECT: O RNA
OF 1:10
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ARD IQN�S9
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CLIENT:
SMALL HOUSE
PROJECT
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PLAN
WIN=
REVISIONS:
DRAWN BY: jaic,
CHECKED BY: ;vJ
PROJECT i
SCALE: j INCH
l Zz0 • PAUL WELCHING.
MUlmUNOT PLATTED M�crtsseas W eL � su rn►�R�n►c
"fo : ' VACANT ftNTSA Lucas, FL�aas4
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420.71'(M) 80.00° I� _.
• 447. 28' e.
:'.S31'09'�02"E''.. 948- 99'
NAIL _NO SITE"BENCHMARK
,� 'NAIL . ,. (SCALE, I"�20`ros
NO ID PAINTED . ,X
ELE'V= 16.15 -NAVD 1988
PAPAYA. DRIVEz ea
/w 71 O.qPWAI T Rnen
of [0 (r__0 I
-ffW.�
1 TYP-E OF SURVEY:I BOUNDARY I PLOT PLAN I' U/C TIE IN I FOUNDATION I FINAL 1
1 COMPLETED ON: 1 11-12-20 1 11-15-20 1 1 1 1
LEGAL -DESCRIPTION:
�I
LOT
14 IN BLOCK 79 OF INDIAN RIVER
ESTATES
UNIT NINE, ACCORDING TO
I \VI
THE
PLAT THEREOF AS RECORDED IN
PLAT
BOOK 10, PAGE 74, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ABBREVIATIONS:
(C)
= CALCULATED 0
(M)
= MEASURED
(P)
= PLATTED
CBS
= CONCRETE BLOCK STRUCTURE
CMP
= CORRUGATED METAL PIPE
CLF
= CHAIN LINK FENCE
CNS
= COULD NOT SET
CONC
= CONCRETE
FFE
= FINISHED FLOOR ELEVATION
FND
= FOUND 5/8" IRON REBAR
M
IRC
= 5/8" IRON REBAR WITH PLASTIC CAP
IR
= 5/8" IRON REBAR
PCOR
= PROPERTY CORNER
PL
= PROPERTY LINE
PUDE
= PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W
= RIGHT—OF—WAY
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
A
= DELTA OF CURVE
0 = SET 5/8" IRON ^REBAR WITH PLASTIC
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9
BY:
SCALE: 1 "=30'
DATE: 11-12-20
DRAWN: SW
JOB NO.:
20-6311
DATE:
Ga ar_ • _
APR ) 3 2021
2 O�
0
SURVEYOR'S REPORT:
1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
SHOWN HEREON.
2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
O LOCATED UNLESS OTHERWISE SHOWN.
Z 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO
II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL'NO.
12111CO281 K, EFFECTIVE DATE FEBRUARY 19, 2020'..
Q;r 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATI,ON.BY THE
�U SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
l� ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
U Q 5. BEARINGS SHOWN HEREON ARE BASED ON THE' EAST:LINE
_CU OF LOT 14 ASSUMED TO BEAR S31'09`•02"E.
6. ALL LOT DIMENSIONS SHOWN ARE PER•:.•PLAT. JJNLESS
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS AREA IN
FEET.
7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE
DIRECT SUPERVISION AND RESPONSIBILITY OF.ALEXANDER
J. PIAZZA PSM, INC.
8. SURVEY MAP AND REPORT OR THE COPIES THEREOF:ARE,NOT•
VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF " A
FLORIDA LICENSED SURVEYOR AND MAPPER.
9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR -IF
BY OTHER THAN THE SIGNING PARTY OR PARTJES IS'
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR,
PARTIES. ,.
-J9
pG�Nlk
)H in St. Lucie County
nvironmental Health
I Approved for .Construction
:s All Previous ,Site Plans for
f*MM-0111$ &Well#
ALEXANDER J. PIAZZA PSM, INC. CERTIFIED T0:
BELTRAN CONSTRUCTION, INC.
Surveying • Mapping • Consulting
619 SW Biltmore Street
Port St. Lucie, Florida 34983 ®®®���OER,,,�
® Phone: (772) 340-7770 �P••'
se
Fax: (772) 340-2250:' , DenN
LB I280 FAQ _j ,, 6330,
Aj
E: 11-11-20
s
K:\BUILDERS\DWG2020\20-6311.dwq, 11/18/2020 3:23:49 PM