HomeMy WebLinkAboutSewage- OSTDS NewSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL RECEIVED
SYSTEM
APR 0 8 2021
PERMIT #:56-SF-2217713
APPLICATION #: AP1610433
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1517282
r'+ermlttirg Department
St. Lucie COunty
CONSTRUCTION PERMIT FOR: OSTDS New
A?PLICANT: Ryan Jay
V PROPERTY ADDRESS: 7848 Germany Canal Rd Port Saint Lucie, FL 34987
LOT: BLOCK: SUBDIVISION:
PROPERTY ID #: 3229-241-0001-000-0 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
081.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SAT±SFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 1,050 ] 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 [ 667 ] 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: yellow capped IR, N of system.
I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 4.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D 1
O
T
H
rE
'ILL REQUIRED: IZS.UU] INCHES EXCAVATION REQUIRED: [ S6.UUI INCHES
The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
400 gpd.
REMOVE ALL UNSUITABLE FILL AND ORGANIC MATERIAL AND BACKFILL WITH APPROPRIATE SLIGHTLY LIMITING
SOIL.
tR
SPECIFICATIONS BY: Brian J Ingi TITLE: Environmental Specialist III
APPROVED BY: TITLE: Environmental Specialist III St. Lucie
Brian J In
DATE ISSUED: 02/25/2021 fr EXPIRATION DATE:
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
08/25/2022
CHD
Page 1 of 3
v 1.1.4 AP1610433 SE1484894
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.
y% 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
[1 _ dd 5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: #: 56-SF-2217713 BILL OOC #:56-BID-5146033 CONSTRUCTION APPLICATION #: AP1610433
RECEIVED FROM: Laventure & Associates Inc AMOUNT PAID: $ 545.00
PAYMENT FORM: CREDIT CARD 001728 PAYMENT DATE: 01/04/2021
MAIL TO: Ryan Jay
FACILITY NAME:
PROPERTY LOCATION:
7848 Germany Canal Rd
Port Saint Lucie, FL 34987
Lot: Block:
Property ID: 3229-241-0001-000-0
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
r
RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4849260
ova '100'9--M pagsaodaooul
(pasn aq you KsM uoigM suoYgrpa snoT.&aad sagaTosgO) 60/80 'STov Ha
a2311SKNJls
asva
a r"
(Kyroads) aaggo [ ] sursaa guanidtnbH/aOOTa [ ]
v
E
' 9-aTi9 . aag su0 ' T aTgas gT S saav smooapag
uBTsaa ivagsKs T2uoz4n4i4su1/Tsi0a9unuo0 buipTTng go 'oN
WID'dis oo [ ] TvimHQISau Ir ]
Z
gualugsTTgsgsa ON
go adXj gTun
No1mVKEoJxI ONIMInq
:asxaaoxa os sxolyoarila
: ssaxaav asxsaoxa
ma 70 <:2IHMHS oy
aoNKSSIa
�L !3� ] Asa '
5900' LaE 2iZa sii U'ISiir22iinii 2i3NlSs s2
ad9000z<[ ] ad )OOOZ=>[ ] 0I1I9na SIVAI-da ] :1IdanS
_dElVNi SHEOV -X— :azIS XyHadolad
—dyZ" Z '# Qz Isusaoxa
N / a ] :MNaInlnaH UO PT/IS
�aassx'Ia -® :xolslnlaans :xoo'Ie
xojj iKHo'gxj rZ2iaaolia
SNOls,AoEd dHHSKaaxvdo xaoI nsFIS,S a0 NOimwaaIsNOo sNIziSanb5a aI (az/aa/m) aass`d'ICT
,do ClEI 2io SVLj SOU HHZ asiia HHs a0 XojM'1XZ4n00a SCIIAO CT Os XMI'IISISNOaSEE S'1Mv0'7ddV
HHS sT sI ' szlnlvls vaIldoU ' Z55' 68v 'do (ul) (E) 50T' 686 os ILNKnsmcI aaSNaol'I NOS'dacd v ag
amomdLISNOo-HS_II SI^IHZSf.5--�SNHJ\i asnuoHII S ,yNVOIudcTv do yrvoI'Iadv xS aasa'IdNoo He OS
-�' 6.h � � � . `0�9
� � vi•S
�2�..�
ZS�' G
� ssaxaa� �xlzl�
HNOHda'IHIL
/`f/�
��C°�$��
SxaJK
[ ] Xx-e moduiay [ ]
6n-rgsnouu2 [ ] xuss buipTOH [ ]
:# salaoax
: aIvd HEIR
alxa z1va
ON 1Imaa
1*11
st�aolzaa�z�
guamuopuscEv [ ] aisda-d [ J
magsKs 5uTgsixa [ ] magsKs max I]
:-doa NOIyKOI'Idav
sirmaa NozsonxssHoo xo3 N01MV01zaav
Nassas
zvsoasia atV MRMIII Mown liaslstlo
Hmrrm Lao L1NHKM iE£3Ra F ....
VCIIEotla ao umvis
Z•O'G A ULLL ZZOI3 CCI?U9I,dV
b go £ abed Ovid 1100'9-ati9 :pe4exodaoou3: (pasn aq qou AM' gasgM su TITPa snOTAead se3eTosgO) 60/80 '910V Ha
(HI-IV3H'1VIN3WN0211AN3) (III IslleloodS 1e1uawuoIlnu3 :01111) ue! fig/ 'weJ6ul
2CIZAIVZO : alga : xa aammmma ails
.ellW8 nnoleq �.Z ZeS 'W8 molaq j 48S
189 ul .66;e 6ul:pels %Z < xlJ;ew Z/q»AOI ul 6u!IUOuJ JM W021d NWO 81921AS'L
•s6uljoq nos pue sSM vase 6ulsn poulw clop 1MSM
vi-aalno rxK0ILiIaae/sxuvKau
Uazoaas) uaHLio [ ] ass EXI HDIMM [ ] :x0lsvuMi"00, azHIdNlvu�
SaHONI ££ :NOILiKAvoxa ao HLiaaa 09*0/weo-1 ApueS :JNIZIS xassxs uoa a1vu exicivoz/mmixaL zxos
SaHON2 00'6 b : Hsaaa oN [ ] sax [ X ] : JNIZLiLioaq ON [ x ] sax [ l : X0imvLi39aA azavm, -dzzvm Halle
aavuf) oHisSixa I MozHa / SA09V I SHHONI 66 :NOII@AHZH HMVI U21YM NOSVHS IHM CHIN IMSH
[ INHu�raarr / aaHOxaa ] : aaxi aavaf) oHlss=xa I Mozaa / HA0GV ] SHHONI 007t, : azavL uaL%vm aanuasao
ZL 01 C9
!esn;aa
JNIAV3 B10H
£9 019tr
pUeS
Z/9 MAO I,
917010E
pUeS
6/9 MAO I,
0£ 01 LZ
weol ApueS
Z/b MAOI
LZ 0196
dN Wad/NWO
9/9 MAO I,
LZ 010
weal Aelo ApueS - II!d
Z/£ MA01
yldea
einlxel
joloo/# liesunW
: saivas axos vasn
G Hails NOZd,FII"UVdXI 3I.LdUUd 'II05
ZL 0169
weo-1 Ae10 ApueS
b/S MAO I,
69 01 Lb
pueS
£/9 MAO I,
Lb 016E
weo-j ApueS
Z/t? MAO I,
6£ 01 ZE
pueS Aweo-1
Z/t? MAO l
Z£ 0166
da WHd/NWO
9/9 MAO I,
ze 0196
weo-I Aelo ApueS - II!d
Z/t? MAO I.
96 010
weo-I Aelo ApueS - II!d
Z/£ 8AOl
tpdaa
ejnlxal
joloo/# Ilasunw
:Saxuas 'xxos easn
T HLiIS NOILiKI d0,dNI HZI30ud 'IIOS
QA9N / 'ISN ] Lia :X0l1VAHza HIIS I OAON / ZS61 ] Lia :HIIS Wa NOILIVAH'IH a00za UV3.T OT
Cow X] Sax[ ] LJNIQOoz.3 wax OT ONE Sax[ ] LoNIQOoza LiNanomm Os LiaarBns axis
Lid 09 : saNl'I ua1VM Hrievioa la 006 : saNl'I xLivadoud Lia 9 : sN011vmmoa ONIazlns
Lia 09 : auEmmod-NON Li3 00 6 : a1VAIUa la : asn aHLiIAai'I Ma : Olzsad : sz'IaM
ON[ ] Sax[ ] :Liam xriTdmox Lia 96 :S3WXs/s3H01ia Lia 9L :uamvm Hoyams
saimmvad eximoTIoa aHLi oLi xaisxs aasoaoua aHLi NOu3 aaNI@LiNIVK 38 NK0 HOIHM XDVEIHS MMININ HHLi
INIoa aoxaua3au/xx�aaaONaa
/ aAOGV ] I JA / !HALM ] 00' 6
•welsAs 10 N 'bI peddeo Molls,
Li3aS 00*0006 :aHuxnaau *saws aaxonumsso
[ Huoe/UdV 009Z xo Iauov/aaO 009T ]
[ Z a'iuvx-uaHxo / TaaEmx-sHONaaIsau ]
ma6s 00'000Z
xea uaa smoTm 60'9ti00£
HIIS NaLiSxS aZSOdOxa 3o N0I1VAalH
Noilvooz LiNIoa HONauH3au/xu aONHs
: a'IstriivAv eauv aamonuisswa
:LN10'Ia sew4as aaZIUGHLiov
:MO'Ia HDeMas aHLivKILisa wX011
szaov £Ow :arievriivAv `zav auaysn man ON[ ] Sax[X] :Nvad ails OLi Sly OAN00 HZIS xLivadoud
xea uHa SNOTM 0017
'SDdaII TIV aIH'IcEK00 'T3IIINEMS aO a9Kd HDVa MMS aNK NDIS aRv UREgim NOIVAUSIVau
3aIAOUCT [SDK SUHUNIONH ' NOsuHd aHI3ITdna uaHIO *do ' aaxouam INwuuvcuaa HI'I'daH '2aaaNI`JNH xe , usma'IaKoo He oI
0-000-WOO-LVZ-6ZZ£ :#02 :NOISIAIasn
:X00TH :IOz
oul seleloossV ig a.Inluane- : LiNHOV / uoLiOeulmoo
tiemn3S # LiNanmoa
£6LLLZZ-dS-99 # "Nuaa
££17069WV # N0l1V0I'IadV
/[er ueAcj : LiNFZOIzddK
N0I1V0Ial0ffas NMISXS MqV N011 r1riVAs aSls
tasssxs zesoasia a[v ixam dui avvxas zxism
HSZiiaH ao SNS uuvaHa
vaiuoZa ao ssilss
v 4'
1,1U!/�� I,/,'10
rn
."Ois 00'9-3t9 Aa eJodimuI fPesn /aq uou AVM uoz M sxoi s a sn0 .•
_ osaesd sa�aTosgo)
6o/eo mv HQ
,''''', : z&Vcr X' xS Qas'dn'IEiAa a.LIS
UdIOHcTS) uamo [ I
SSHOMI :XOIMVAVDXa 30 HScIHa
:VI2iS11HO `lVNOxLZIaaK/SXHVKHU
aaa I : xOlsVELIJIdMOD Qaaxdxl` ua
:oxIZls MISXS Ma aIvt OMIQKO'I/Mmmxas 7I05
SHHOMI :HSaHa ON [ I sax L I :oMx'I.LI,OPI ON [ I Sax C I. :MOI.LVLHJaA Ha8'dt 2iai'fbi HJIH
Havuf) oxlisIXa LMOam / HAosvi SHHOMI : MOIMVAHaH aaaVZ 2 gMi MOSVZS I M aEiVKILZSa
[MXR-6 dcTV / aaHDERd) : Haxs ' HaVldf) OMIMSIXa EMOTES / aAOEVI SSHOMI t azaKL damVM aHAHESSo
'01
01,
HIdHa
: salldas 'Ilos vasn
amIxam aouoo/# aaasmx
Z ails MOIIVPwo3MI a'II.Holdd 'II05
OM
os
os
01
OX4
os
OIL
OIL
os
Hsdaa
s9rdas `Ilos VCISR
aunLIXHs UOUOD/# =SsRaw
C ails Nal ivAdudN.I WLI,SUaa •L.LUa
QAOM/'ISK 19 :MOISVAHaH HSIS aAJM/'ISN sd : aIlS 'doa MOItGVAH'IH QOO'ld UV X 01
ON L I •SEX [ I 60NIQ00'Id MA. of ON -(ICI sx& [ I :oMlaoo'Id manaaua OIL SDamns aI,ls
I, 0) < c SaMIa 'dHSKM a'IEVIOd ,13 H SaMI'l XI'dRdOldd la �, SMOII,V=OA oMIQ'Ilna
Sd a�-: allEVLIOcl-MOM xd �L SMKAI2id s3 047 : HSR aHlIKIZ sd (702 DI'zand : sz'iaM
)y/WS ,4ON L I Sax L ] dram X'I'IG gaox sd �f Sa'IHMS/smoziQ Ld �� 2iaS�M aDiid2iR5
SH2iRXVga OMIMOZ'I09 aHl OJ, YZHxsxS aasododa HHS DI02id ammizzMI x as m HDIHM )IDVEIES WrINIMIK aHNJ
11MIOd HOMa2Iad DM [MD'Ia FAO Lmi SHHDx 027�si ails mmsXs assoao is 30 xolm AH'IH
P7 d� �� �, , :xolxvoorl .LMloa aDxaEa3H2i/x xoxaa
sdos �✓ o� : aHxxnoa� FZH2iSi aH�LORLIssaoMR sdZSs 000 P 17 o H'1aF 9lVAV VRUV aHMonESSaoMR
[ ailDwaQ0 o o 5 z do aaw/ aQ0 o o 4l ] xva daa smorimm 000 Q : Moad afmias aHZ I1I0Hmav
[9RUE is-ESHI,O/T HURVI-SHOMHQIM] xva glad smo' Tve 00P7 :Mo'Id afMiRs aHtIKAIISSH 'IKIo�
SMOV gp �Z a'IaK'llVAV V� a'IEVSa IaM ON [ ] SHX P(I t NVUd ails 01 SxEoaxo0 aZIS x1dadoEd
• SWZjl 'i'lii' Hsa'iapi00 • WMIlNgnS do aOKa HDVH gVas aNv xOls ciRy 'aaaw1m MOlITdmSIf)Ra aQIA02Id ISM
S'daaMI RH •xoSdHa aaldlWaO 'HHHM0 M'Haxo"IdY7a Mgimu'daaa HVIVEH IduaMloxH xS aalaudKoo as�.``os
(QTaqmnx aI x �o oM Taox2a/diusuMoy/uoY�oaS] e?00 J _leVo b?r — �Z� # al XI2IHdO'dd
x ISIAlQffIIS XDOgEl : s0Z
# slpmaa
SX011valalauas r EMS atm X0111vaWAM �sls
TnIEtm wSOasla atm mmamvg3lm a0wigs Q&ISRO
Vc1lu01Sa 30 EMVMS ,
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 7848
Parcel ID: 3229-241-0001- Account #: 154795 Sec/Town/Range: 29/36S/38E
GERMANY CANAL RD
000-0 Map ID: 32/29X Zoning: AG-5 Count
Use Type: 6000
Jurisdiction: Saint Lucie
County
` Ownership
Legal Description
Ryan D Jay
29 36 38 THAT PART OF SEC MPDAF: FROM N 1/4 COR OF
Kimberly Jay '
SEC RUN S 00 22 25 E 1547.71 FT TO POB;TH CONT S 00 22
2445 Jernigan RD
25 E 655 FT,TH S 89 59 54 W 1328.56 FT,TH N 0102 01 W
Fort Pierce, FL 34945
655.09 FT,TH N 89 59 54 E 1336.11 FT TO POB (LOT 3) (20.03
AC) (OR 3822-2224)
Current Values Historical Values 3-year
Just/Market: $128,762 ' Assessed: $8,291 Year Just/Market
Assessed
Exemptions
Taxable
Exemptions: $0 Taxable: $8,291 2020 $128,762
$8,291
$0
$8,291
2019 $129,362
$8,038
$0
$8,038
2018 $116,471
$7,808
$0
$7,808
Date
11-23-2015
01-12-2012
03-16-2005
View:
Year Built: 2009
Primary Wall: Wood no Sh
Bedrooms: 0
Full Baths: 0
Half Baths: 0
Sale History
Book/Page
Sale Code Deed Grantor
Price
3822 / 2224
0001 WD Matthew Lyle Wynne II LLC
$205,500
3452 / 0612
0111 WD Dimony Holdings Inc
$0
2192 / 0067
XX00 SP Revels (TR) Paul
$450,000
Primary Building Information
Finished Area of this building: 0 SF
Gross Sketched Area: 1,968 SF
Roof Cover: Sheet Metal
Frame:
Story Height: 1 Story
A/C %: 0%
Heated %: N/A%
Sprinkled %: 0%
Exterior Data
Roof Structure: Gable
Grade: UD
No. Units: 0
Interior Data
Electric:
Heat Type:
Heat Fuel:
Total Areas
Building Type: FarmUtil
Effective Year: 2009
Secondary Wall:
Primary Int Wall:
Avg Hgt/Floor: 0
Primary Floors:
Finished/Under Air
0
(SF):
Gross Sketched Area
1,968
(SF):
Land Size (acres):
20.03
Land Size (SF):
872,507
Total Building Count:
1
Special Features and Yard Items
Type Qty Units Year Blt
UTILITY AVG 1 144 2009
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.
WINDOW/ LINTEL SCHEDULE
ACTUAL B.O.
ID
WE,
PRESSURES
34.4,-37-2_'
IN
(2)2.4
H
4-0
LINTEL
8-o
LINTEL
CAST CREPE LINTEL'SF16-1B/1T
TYPE
DBLSMUNG-
NOTES
W2
34.4,-37.2
1213-0
5-2
8-0
CAST [BETE LINTEL ST16-111/1T
DBLS.HUNG
W3
34A,-37.2
2-0 -
5-2:
8-o
CAST CRETE UNTEL8F1G-1B/1T-"
S.HUNG
W4
34.4,-37.2
2-0
S-2
8-0
CAST CRETE LINTEL 8FIG-1B/1T
S.HUNG
W5
34.4,-37.2'_
(2)24
4U
8-0
CAST CREPE LINTEL 8FIG-18/1T.
DBLS.HUNG
W6
34A.-37.2
3-0
2-0
84
CAST CRETE UNTEL8F16-1B/1T
FIXED
,.
5-2
8.
CAST CRETE LINTEL8F16-1B/IT.
SMUNG .,.
EGRESS - - -
We
34.4,-37.2
3-6
5-2
80
CAST CREPE LINTEL 8F16-IB/1T
S.HUNG
EGRESS
WB
M.4,45.8
3,0
2-0 -.8-0
-
CAST CRETE UNTEL8F16-1B/IT._
FIXED
WED
MA-37.2
(2)40
5-2
&0
CAST CREPE LINTEL 8F16-IB/1T
DBLS.HUNG
W31
34A, -45.8
2-8 "IN-8:0
..
CAST SRETEUMELe"EII/1T
SMUNG
W12
34.4, -37.2
S2
8-0
CASf CREPE UNTELeF16-I11/1T
SMUNG
W13
34A-37.2 '
4-G
1-0
8-0
CAST CRETE LINTEL BF16-1B/1T
FIXED -
`• - ��
W14
34A-37.2
2-0
2-0
8-0
lCkST CRETE U14TELBF26-IB/1T
FIXED
SEE GEN
NOTE 26
�
O
♦r
C
i
)
U
L
C
-
>
M
L
C
>
0
CL Q
~
L
O c
W
N
Q
N
N
%co
CO
•W
-I �
OOP
FLOOR PLAN- DIMENSIONED
SCALE: IN'=1•-0'
ACTUAL
DOOR/ LINTEL SCHEDULE
ID PRESSURES W
Dl, i328,-35.0, 6-0_
H-
8-0.
LINTEL
_ CAST CREPE LINTEL BRF14-19/1T
DESCRIPTION
- D.SWING,GUIZED I
D2 +328,-35.0 3-0
8-0
UST CREPE LINTEL BRF34-111/1T
S. SWING, GLAZED
D3 +328,-35.0 2-8
8-0
CAST CRETE UNTELSRF14-18/lY
S.SWING,GUIZED
D4 +328,-35.0 6-0
8-0
CAST CREPE U NTEL 8RFI418/1T
D.SWING,GIAZED
•-` -' -
DS 35.0
12'WK36'H,_3 R7T B, 93STIRRUP9
6' OCWrTFIIN 36'OFENDS
4PANEL SGD-
D6 +328,-35.0
CAST CRETE LINTEL 12RF14-1B/IT
D. SWING, GLAZED
SEE GEN NOTE 26
-----------------
I
I
I
I
I
I
I
I
SK
BA 3
GENERAL SPECIFICATIONS:
1. ROOF: 5V METALOVER 309 FELTOVER 5/8' COX PLY OVER PE WOOD ROOF TRUSSAS PER FRAMING PLAN.
2. EXTERIOR WALL' STUCCO OR HARID SIDING OVER 8x8X16 CMU W/ KS VERT REBAR @ 48' OC- CONT BOND BEAM TOP (2)
COURSES W/N5 REBAR EA COURSE-1/2' OR 5/8' GWB OVER R4.1 FOIL INSULATION OVER 3/4' FURRING STRIP.
3. INTERIOR NON LOADBEARING WALLS: 112' OR 5/8' GWB OVER 3 5/9' 25 GA METAL STUD OR 2x4 @ 16- OC.
4. CEILING: 1/2' OR 5/8' GWB OVER WOOD PE TRUSS BOTTOM CHORD.
5. EXTERIOR SOFFIT: STUCCO & LATH PER GEN NOTE 34 OVER FRAMING W/ VENTS AS PERATTIC VENTILATION CALCS.
6. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34.
7. INSULATION: R20 SPRAYFOAM @ CONDITIONED ROOF DECK &ATTIC SEPARATING KNEE WALLS @ PORCHES. PROVIDE
ACCESS HATCH TO CONNECT ATTIC SPACES.
9. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT
t
6 I
I
I
I
I
3 �6'
I
I
I
10 I
X� I
I
d �I
DINING
Ll L] I
t6 4- I
L-J______________ r0 I
--
B.R.3 q
W
CLST
• CLST
B.R.2
R
BA2
AHU
UTILITY
DR WA
---� II ----------------LIVING_________
KTFCHEN
2dRB0
o.an REF
ww,¢4o
I
I 2E�B-0
S- t
PANTRY
I
DEN
----------------_---TE
TYP CLG: 9-4- n
ENTRY
PORCH
I i
I I
t I
I I
I
I s I
CLST I
uI
r_____________.
I
I
I
I
I
I
I
I
I M.S.R
dg: 10-0'
I
I
I
I
I
I
2as4 CLST .
4• g Al
g z
3 Ct
V
M.BA O
PROJECT DESCRIPTION
NEW CONSTRUCTION OFA1 STORY "2ET INDEX
RESIDENCE. A-f
ZONING INFORMATION: A-2 elevs an- dims
parcel id: 3229.241-0001-000-0 U c
AG-5 (unincorporated St Lucie County) p" 3 foundationp_� 2 V =.
good mne:X A4 elect \ `__a c,
V O
UTILITY INFORMATION: A-5 general notes _a ° " If')
gas: none
sewage: septic
potable water. well CD ov.
AREA CALCULATIONS: -•I °
1L O U
conditioned living area 2,852 st O
carport 452 At
covered rear porch 9370
covered from: porch 16S sf
total building area 4,406 sf
conditioned volume 27,094 cf
ROOF/UNDERLAYMEWISHEATHINGAS PER GENERAL
METALORIP EDGE TBD BY ROOFING COM
PE TRUSSAS PER FRAMING
INSULATIONAS PER GENERAL
CONNECTORSCHEDULE
I,- c
OD 4
'
s °" SEE BRG LEGEND
Y' &ELEVATIONS
a
METALDRIP OVER PTWODD DRIP OVER 1
2.6 CEDAR FASCIATO TRUSS ENDS W/
CLG AS PER GENERAL SPECSSFLOOR PLAN
--J
Q
LY!
(2)616414AIL.42 TRUSSHEEL
^
!rY;
r
LL
EXTERIOR SOFFIT AS PER GENERAL SPECS
MASONRY BOND BEAM 8
REF AS PER GENERAL.
Z
SPECS
( 9,
UNTELS AS PER DOORNYINOOWWNTEL SCHEDULE
'W+
U
r9n
fn
Q. w
LU
3
INTERIOR MONO
Z
W
LL
.�
O
m
,•„
WALLASPERGENERALSPECS
FFF
LL
FODTLNG CURB/RECESS
L
r
'_�"' t• iy � -
}
(6 n
GENERALSPECs XI
GENERAL NOTES: GN-1
:.•:i:
U r�
i w
±
Z
= YWu
U)
co b
WALLREFASPERGENERAI.SPECSd GEN
E
NOTE•168. DOWELS PER GEN NOTE 172
'
OCOMPCDNAS PER
PER FOUNDATION PLAN d
F
FOUNDATIUNDAPLANAAND
PLAN
GENERAL NOTES IT
Z
coF[1OiOIrTvWGAS
SCALE: 1ITe 1� CHE F.RC AS -
OC) g
PER FOOTING SCHEDULE
00
GRADERS PER
i i`W-tiwl':
I
TYP WALL SECTION
uNrELAs PER wwoow/Dooa
,Y'". scHEDULE
<vl
OWR d I-SHINGAND GEAUNWMDOW BUCKA6
j l�l�-I PER GEN NOTE263
G AS
'PERGENNOTE2d7
EXT 6INDOWEw(FLANGE,
FTEACH MASD
FIFRAM
PFAMFRSPECS
WWvdMASONRYSRUE1lSECRETEZ
E%TINT Eu
Eu
C)
TYP OPENING BUCK DETAIL
scALE: ro r-0-
WAI I I C1CN1n
ID
DESCRPTION
SPECS
THICKNESS
ONFLOOR
PLAN
7 z3
'REIN
REINFORCED CMU WALL,
SEE GENERALSPECIFlCATIONS ON A-1
9'
�.•�
REIa WOO FINISHES FORCED
Wd CMU WALL
SEE GENERAL SPECIFICATIONS ON A-1
8'
®
REINFORCED CMU COLUMN
SEEFLOORPLAN
VARIES
- - - - --
NON LOAD BEARING BIT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4-
--a-.-WALL
$EEBRGWALLDETAIL
4s
FLOOR PLAN NOTES:
1.INTERIOR DIMENSIONSARE TO FINISH
2. EXTERIOR DIMENSIONSARE TO STRUCTURE
FLOOR PLAN KEYNOTES:
1. PEAK OF VAULTED CEILING
2. FAUX BEAM
3.TYPCARPORTBEAM: CASTCRETE8RD-IBIZT.IOTOB.
4. TYP REAR PORCH BEAM: CASTCRETE BF1S-1B12T,10•TOB.
5. TYP FRONT PO CH BEAM: CASTCRETE 12F161912T. 102- TDB.
6. TYP COLUMN: 1rx1r.W CMU.4 45 VERT, N3 TIE @ 16.00
floor plan- dims
6/13/20
SHEET
A-1