HomeMy WebLinkAboutAPPROVED SEPTIC PLAN AND SURVEY#1379- NewtonI
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Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
)S # 5l0-SF-a31a�1$�i�
FOUND 5/8" IRON ROD
1�ry1x FENCE CORNER
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C PROPOSED WATER LINE FENCE CORNER 0.6' NORTH
PROPOSED SEPTIC TANK 0.3' NORTH
I 0.4' WEST
FOUND 5/8" IRON ROD & CAP
STAMPED "6453" LOT 15
0 0.22' WEST
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F.F.E. 19.65 FEET
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FOUND NAIL (50' RIGHT OF WAY)
SURVEYOR'S CERTIFICATE
INDIAN RIVER ESTATES
UNIT NINE
PLAT BOOK 10, PAGE 74
SEPTIC TANK ❑
LOT 34
(VACANT)
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1 inch = 30' ft.
DESCRIPTION
LOT 14, BLOCK 76, INDIAN RIVER ESTATES,
O UNIT NINE (9), ACCORDING TO THE PLAT
THEREOF, RECORDED IN PLAT BOOK 10, PAGE
00 74, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
h
FOUND 1" IRON PIPE
0.16' NORTH SURVEYOR'S NOTES
SEPTIC TANK ❑
CERTIFIED TO
GROZA BUILDERS, INC.
ALLY PARKER BROWN TITLE INSURANCE AGENCY
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
SOUTHSTATE BANK, N.A., ISAOA / ATIMA
CHARLES H. NEWTON AND VIKKI J. NEWTON
HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE
APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS iN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027,
FLORIDA STATUTES.
REVISION: 10/06/21, SEPTIC DRAINFIELD
CIVILSLJDESIGN GROUP, INC:- = REVISION: 09/09/21, PROPOSED RESIDENCE
�y REVISION: 08/26/21, SEPTIC DRAINFIELD & WATER LINE
BY: BRIAN C.-KIER'VAN
PROFESSIONAL SURVEYOR & MAPPER
STATE OF FLORIDA-REGISTRATION NO. 6101
DATE OF SIGNATURE COPYRIGHT (9) 2021
ALL RIGHTS RESERVED
(NOT TO SCALE)
LOCATION MAP
LEGEND & ABBREVIATIONS
O.R.B. -
OFFICIAL RECORDS BOOK
F.F.E. -
FINISH FLOOR ELEVATION
U.E.-
UTILITY EASEMENT
q-
CENTERLINE A- DELTA ANGLE
EL-
ELEVATION R- RADIUS
CONC.-
CONCRETE L - LENGTH
L.B. -
LICENSED BUSINESS
C.B.S.-
CONCRETE BLOCK & STUCCO
®-
WATER METER
®-
SET 5/8" IRON ROD & CAP
STAMPED "LB 7805"
-
TELEPHONE PEDESTAL
5 -
SANITARY MANHOLE
C -
CABLE TV PEDESTAL
-
LIGHT POLE
-
CONC. LIGHT POLE
SANITARY SERVICE BOX
E -
ELECTRICAL BOX
1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
2 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.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS,
OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN.
5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT.
6. FIELD SURVEY LAST CONDUCTED ON MARCH 4, 2021.
7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE.
8. THE CENTERLINE OF RAINTREE TRAIL IS ASSUMED TO BEAR SOUTH 00'02'02" EAST. AND
ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
9. OVERALL PARCEL CONTAINS 10,000 SQUARE FEET OR 0.23 ACRES, MORE OR LESS.
10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE
PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH
THE 2011 ADJUSTMENT (NSRS 2011).
11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA
HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER
12085CO281 K, HAVING AN EFFECTIVE DATE OF FEBRUARY 19, 2020. THIS INFORMATION
SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAVD 88).
13. TREE SIZES, AS SHOWN HEREON, ARE MEASURED AT BREAST HEIGHT AND ARE IN
INCHES.
PHONE (772)323-2244 File & Drawing No.
5804 RAINTREE TRAIL BNDY TOPO
CIVILNU V
A Tradition of Innovative Engineering
444 4TH LANE S.W. L.B. No.7805
VERO BEACH, FLORIDA 32962
Scale:
1"=30'
Drawn By:
BK
Date:
03 22 21
Sheet
1 of 1
BOUNDARY AND TOPOGRAPHIC SURVEY
GROZA BUILDERS, INC.
5804 RAINTREE TRAIL
FT. PIERCE, FLORIDA
CASTCRETE PRECAST
LINTEL SCHEDULE
TYPE DESIGNATION
Wf GROUT IU=UNFILED
FF=FIU.EO
DUANTRY OF As FIELD ADDED REERR AT
FULIN QAVRYFOR
cRnvlry wAD
8F16A B/1T
oVIN WIDTH -I Lou.Nm
OFas FIEED
REF
NOHEIGHT CCOMPOG[TEEUUi11TDNIELFO MINAL R
UPLIFT
TOP I AII»°S„REGoT
3� Hun FucED CM.a
For a5•-IWOverall leDgth UAintel Type 8F16-113AT:
= GRDur Safe superimposed gravity load = 4360 PLF
m HunADDEDRESARAr Safe superimposed uplift load =2080 PLF
eonoMOFw.unz• C&Va Safe superimposed lateral load =339 PLF
1 SIN � -
ED�E
Beam
Safe
Applied
Safe
Appliec
Composite
Gravity
Gravity
Uplift
Uplift
Load
Load
Load
Load
(D3141
8F16-1B-1T
6113
<1000
3524
<500
O3'-8"
8F16-IB-IT
6113
<1000
3060
<SOD
0
-
OS
41-611
8F16-1B-1T
6113
<1000
2707
<500
O8
5'-6"
8F16-1B-1T
4360
<1000
2080
<500
O5'-1011
016-113-17
4360
<1000
2080
<500
37'11"
3
8F16-1B-IT
2661
<1000
1624
<500
0
14
7'-8"
8F16-IB-lT
-.-
<1000
1136
<500
19
V-4"
8F16-1B-IT
1843
<1000
1136
<500
0
0
d:
--
O1T�"
PRESTRESSED
950
<1000
405
<500
8F16-1B-IT
POST SCHEDULE
MARK
SPECIFICATIONS
PI POST
NOT USED
THREE P.T. 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
ox. STARTING 6" FROM ENDS.
ATTACH BOTTOM OF POST TO SLAB w/ (1) SIMPSON "HTT4" AND
P2 POST
TOP OF POST TO GIRDER TRUSS w/ (2) SIMPSON "HTS20"
USING ANCHORS PER MANUFACTURE'S SPECIFICATIONS & RECOMMENDATIONS.
NOTE: @ 2x6 FRAMING USE P.T. 2x6 STUDS
THREE P.T. 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
ox. STARTING 6" FROM ENDS.
ATTACH BOTTOM OF POST TO SLAB w/ (2) SIMPSON 11HTT4"
P3 POST
TOP OF POST TO (GIRDER) TRUSS w/ (2) SIMPSON "MGT" / "HDU4" (COMBO)
USING ANCHORS PER MANUFACTURE'S SPECIFICATIONS & RECOMMENDATIONS.
NOTE: @ 2x6 FRAMING USE P.T. 2x6 STUDS
THREE P.T. 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
ox. STARTING 6" FROM ENDS,
ATTACH BOTTOM OF POST TO SLAB w/ (2) SIMPSON 11HTT4"
P4 POST
TOP OF POST TO (GIRDER) TRUSS w/ (2) SIMPSON "HTTS"
PER MANUFACTURE'S SPECIFICATIONS & RECOMMENDATIONS.
NOTE: @ 2x6 FRAMING USE P.T. 2x6 STUDS
NOTES:
POSTS ALTERNATE: ENGINEERED SINGLE MEMBER WOOD POST
TYPICAL ABOVE ALL POSTS:
PAD & INFILL AT TRUSS SIDES AND BETWEEN TRUSS WEBS AS NEEDED
TO ALLOW FOR TRUSS CONNECTOR.
TYPICAL @ BOTTOM OF EACH POST, IN ADDITION TO SPECIFIED ANCHOR
INSTALL (1) SIMPSON SP4 STUD PLATE TIE @ EA. STUD IN POST
(OR 1'/i" ox. IF SINGLE MEMBER POST)
1
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IT
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8'-0" FLAT CLG
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BEDROOM #3
8'-0" FLAT CLG N
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12'-71' Fn
FLAT CLG
CO
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTPS # 90-GF-231o98ig& Well #
DEte:_ gild `S1
R6!iewr ( At �L.L (11. LU.
CONCRETE PAD w/ FOOTING
14'-8TT 13'=311
CD
711 5'-111 31_211
0
ri
29
8F16-1B-IT
CUT TO 16'-0"
T.O. BEAM EL. =8'4'
M
TI BATH 2
lC N
5" 0D 9'-1"8'-o"FLAT CLG 61_211
I o
TALL fV
2868 MITTOT
CAB' ■
x4 ERG
''
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e ----J TALL ....
I
KITCHEN
1 A iv-0" FLAT CLG
O 111
1 a(]JUD
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44
CD 4'-0"
1
F
141 2'1'511
a
REF
ors W �
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LANAI
8'-0" FLAT CLG AFF
60
6'-411 2'
T
6068 BP SGD
DINING ROOM
10'-0" FLAT CLG
12'-52"
I ti12'-211
GO
I Q
2868 OPNG.
FUTURE BARN DR I Iv 4'-011
2'-24" 2'-10'I II ParosT 21'-26 to 4' i� x
2868 -- —
i
19-0" FLAT CLG
SIMPSONHTS20 a 1 ! 11'-0"COFFER CLG 1
CONNECTED TO W M¢
El
EACH TRUSS
ALONEARING WALLS DRY
U.N.O VEND' -
j7 1
8'-7zL oftoR of 17'-3111 '��
2868 sc GATHERING ROOM
2�_On I r1 PERIN ETERFLAT CLG 10'-0" 1 I n
WH 4" STEP ON. ,��- COFFER TO DLL -Q
O 20 MIN I NO CROWN MIDDLING
I
FIRE RATED I
CRASH O SELF CLOSING 1 1
POLE � - ,22"-'�
SIMPSON HTS20 I TFi4'AQCESS I SIMPSON HTS20 -
AT EACH TRUSS & rD LOCATE I AT EACH TRUSS
ALONG FRAMED ......... ALONG FRAMED L-- -------. 1__________--,
BEARING WALL BEARING WALL _ I Ln
U.N.O 20'-6 U.ND 0 17'-32
r4
----.-TIN
---- -------- —
--
---------------
�
�
J
1
n . iLN
b GARAGE DINING FOYER En
N 8'-0" FLAT CLG AFF a
r---------------- — ---------- ----�
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54
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21
6'XTOHD
20'-0"
VAU IT TO 10 4 FLAT CLG VAULT TO 10 -OO T CLC
DUAL BRG BILK TO 8'-0' 8
KNEEWALL TO 10'-8" 3080
■
10'-6 1
O - d
■ ■ ■ ENTRY M
10'-8" FLAT ml
H 35 1 CLG AFF
0 ----------¢T
d. 8F16-1B-IT,_,
CUT TO T41F
d' T. . BEAM EL.=1(�'-9" I SF1611B-1T
O
25 EGR
5'-0"
N 8'-0" FLAT CLG
8'-8 COFFER CLG 71
I
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11'-11"
*-11N
Oa
MASTER SUITEN
PERIMETER FLAT CLG 8'-0"
COFFER TO 8'-8"
NO CROWN MODLING
SMOSON HTS20
CONNECTED TO
EACH TRUSS
ALONGFRAMED
BEARING WALLS
U.N.O
1- 5'- 0'
(,,, , I FP3POST
Ox 2
tV
GO
TRUSS / ATTIC SPACE INSULATION:
R-30 BATT OR BLOWN IN INSULATION INSTALLED
OVER ALL CONDITIONED SPACES ABOVE AND ATOP
BACKSIDE OF GYPSUM BOARD CEILINGS.
SEPARATE NON -CONDITIONED SPACES (GARAGE,
AND ENTRY) w/ VERTICAL THERMAL BARRIERS
USING R 30 BATT INSULATION,
EXTERIOR CEILINGS:
7/811 min, thick stucco on %" hi -rib lath attached to horizontal
and/or vertical wood framing with nails or staples @ 8" ox,
to provide not less than 1- 3/4" penetration into horizontal
wood framing and %" penetration into vertical wood framing
members Per ASTM C1063 and Stucco - ASTM C926
VERIFY THE ELEVATION(S) OF THE
HOUSE & FOOTINGS DEPTHS
WITH THE ENGINEERED SITE PLAN
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42
GLASS ABOVE �HOWER
MASTER BATH
8'-0" FLAT CLG i11N
—II iD
7'I
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YV 1C ; 1
DD01N 8'-O" FLAT CLG
CO
11'-1011
O
■
OSH 35 OHS,
8F16-1B-IT
CUT TO T-8"
D. BEAM EL.
ALL EXTERIOR MASONRY WALL
ACT AS SHEAR WALLS/PIERS
BASED ON RELATIVE RIGIDITY
WALL LEGEND
SYMBOL
REPRESENTS
CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF
INTERIOR SIDE TO PAINTED SMOOTH FINISH
EXTERIOR SIDE TO BE STUCCO COATED CMU
CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-011 AFF
1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
SPRAY APPLIED FOAM INSULATION OVER B" CMU WALL,
EXTERIOR SIDE TO BE STUCCO COATED CMU
CMU WALL - 8" (U.N.O.) BRG. HT. @ 10'-8" AFF
1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL,
EXTERIOR SIDE TO BE STUCCO COATED CMU
oz
CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ 3'-0" AFF
BOTH SIDES TO BE STUCCO COATED CMU
BRG, PARTITION WALL -4"(U.N.O.)
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 1611 O.C.
O
BRG. PARTITION WALL - 6" (U.N.O.)
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 161, O.C.
0
EXTERIOR OPENING SCHEDULE
PRODUCT CODE
COUNT
R.O. SIZE
EGRESS
TEMPERED GLASS
6068 BP SGD
1
R.O.6468
No
No
2868
1
R0. 30610
No
No
3068 ENTRY
1
R.O. 34610
No
No
16' X T OHD
1
RO, 16070
No
No
SH 13 OBSC TEMP
1
R.O. 1' -8" x 3'13"
No
Yes
SH 25 EGRESS
4
RIO. 3'-2" x 5'-3"
Yes
No
SH 35
2
R.O. 4141 x 5'-311
No
No
SH H35
1
R.O. 2'-4" x 5'-3"
No
No
INTERIOR OPENING SCHEDULE
PRODUCT CODE
COUNT
SIZE
2068 BF
-
2068
2668 BF
-
2668
4068 BF 2
2
4068
2668
3
2668
2868 SC
1
2868
2868
3
2868
3068
2
3068
NOTES:
1. IMPACT GLASS
x O01
ym
le
1
O
N
OPENING PROTECTION
OPENING5 FROM A PRIVATE GARAGE DIRECTLY
INTO A ROOM USED FOR 5LEEPIN6 PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINC75
BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID HOOD DOORS NOT
LE55 THAN I-3/8" THICK, SOLID OR HONEYCOMB
GORE STEEL DOORS NOT LE55 THAN 1-3/8"
THIGK, OR 20-MINUTE FIRE -RATED DOORS,
DUCT PENETRATION
DUCTS IN THE GARAGE AND DUGT5 PENETRATING
THE WALLS OR GEILIN65 SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48
MM) SHEET STEEL, I INCH MINIMUM RI61D
NONMETALLIC CLA56 O OR CLASS I DUCT
BOARD, OR OTHER APPROVED MATERIAL AND
SHALL HAVE NO OPENINGS INTO THE GARAGE.
SEPARATION REQUIRED
THE 6ARA6E SHALL BE SEPARATED FROM THE
RESIDENCE AND ITS ATTIC BY NOT LESS THAN 112
INCH GYPSUM BOARD APPLIED TO THE GARAGE
SIDE, GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE
ROOMS ABOVE BY NOT LESS THAN 5/8 INCH
TYPE W' 6YPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION 15 A FLOOR -CEILING
ASSEMBLY, THE STRUCTURE SUPPORTING THE
SEPARATION SHALL AL50 BE PROTEGTED BY
NOT LE55 THAN 1/2 INCH GYPSUM BOARD OR
EQUIVALENT
SQUARE FOOTAGE
LIVING 2151
GARAGE 431
LANAI 122
ENTRY 35
TOTAL 2739
LIVING C.F. _ +/- 18,594
BUILDING CRITERIA
BASIC WIND SPEED, Vult 170 MPH
BASIC WIND SPEED, Vasd 132 MPH
RISK CATEGORY II
WIND EXPOSURE C
INTERNAL PRESSURE
COEFFICIENT +/-0.18
COMPONENT AND CLADDING
ASD WIND PRESSURE (PSF) to
FULLY ENCLOSED STRUCTURE
IMPACT GLASS: X APPROVED SHUTTERS BOTH
MAIN WINDFACE RESISTING SYSTEM
BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
WIND DESIGN METHOD ASCE 7-16
THE FBC 2020 7th EDITION CHAPTER 1609
THE FBC-R (RESIDENTIAL) 2020 7th EDITION CHAPTER R301
WATER -Al R - LAN D
524 W Virginia Ave chrisbeers@byu.net 941-628-0635
Punta Gorda, Florida 33950 fax 413-687-9013
I'-b" S'-tf" -4' S'-b" -4' S -tf" g'-b" S'-t5" Digitallly, signed by Christopher D Beers
Christopher D 'AS�I... ; o=Unaffiliated,
' 11-0" ' 8-2T' 11'de
-10" HE
/�, 4 - 0000172B9270F630000B2DA,
Beers I =C HIM - Ober D Beers
�'•. D 2102A �8.03 14:23:32-04'00'
CHRISTOPHER D. BEERS, P.E.
4s94t t* L Silo `` FLORIDA LICENSE NO.64594
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DATE
06/11/21
DESIGN
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CHECKED BY
MODEL
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OWNER
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DESCRIPTION
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SCALE:
1/4" = V-0"
30F8
EWTOP