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Karol -21.67' LOCATED IN SECTION 23, TOWNSHIP 35 SOUTH, RANGE 40 EAST
CITY OF FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA
. END RAIL f DISK
NO 1 WES
114 or 3=1urn - ,
4 on 3W ON \CA. NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL NO.4B
P 40 A'R 120•
LEGEND&ABBREVIATIONS vR
1.6
A
ARC LENGTH
A/C
AIR C0ISTIONER -
OM
BENCHMARK 1
C
CALCULATED FROM FIELD MEASUREMENTS
CA
CENTERUNE
w
CONCRETE MONUMENT
CONC
CONCRETE
DEG OR
DEGREE
EEV
ELEVATION
FFE
FINISHED FLOOR ELEVATION
FND
FOUND
ID
IDENTIFICATION NUMBER
IP
IRON PIPE 20.50 \
IR
IRON ROD
IRC
IRON ROD k CAP
2047
LD
UrEHEEO BUSINESS
LS
LICENSED SURVEYOR
20,33'
M
MEASURED DATA
mw
MONMENT
18.56
N&C
NAIL AND CAP
mown
NAVO
NORTH AMERICNN VERTICAL DATUM
rim
NGVD
NATIONAL GEODERC VERTICAL DATUM
NO OR 0
NUMBER
ANTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
2OJ4S
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
20.SO
PO(B)
PA O)
PLS
PROFESSIONAL LAND SURVEYOR
PUB
PONT OF BEGINNING
20.18
POD
PORT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
1T
PSM
PRO MIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
evD S/0•
R/WY
RIGHT-OF-WAY
Le 1 0098
fam
WATER METER
BBtlC�6
M87 - 19
&
AND
0
AT
17.47
n
DELTA
26,16 -
fJ
UTIUTY POLE
2035
20.62
17.38
I
LB 4 4907 FOR "A' d
1.1. SOUTH EASE SEARING W 9 4102
Al ".48W.. _ -
69_� �.. -- - 0.3OW1 618.lWD
Ni
19 I File Cur.-
17.73
1.21 1
18.82
18.77
Z=STTRD
ERmTCa PoLB
MTN R,xc
e-11.63'
'A 19.25
19.14
19.29
LOT4
MODEL LAND COMPANY
NE i/4 SECTION 23
LESS AND EXCEPT PARCEL
OCCUPIED
WELL AND SEPTIC OUT OF RANGES
18.91 - ,18,43
72'
N16.36 / 18.26
�.,Y.. a0'04HHH"'"' BSnBOM
FY1� 66n60D
I ' I
R2AE PEN __ 1 1
'RonNi;-SETBgCK
CNR
0
\ F�
R
Y \
17,65 0
/ 17,77 \ i 17.52
x 18,38 17.38
L,j��x 19,64 x 18.41 x 18.818,85� / /n17 6� 1835,
62�\ 6
li
16,61 Q�T�1
LOT4 18.64 sAIaTmD �n
X _ _ _ 24,12 MODEL LAND COMPANY awo
�i " PoeeD 2 8v\ NE% SECTION 23 / 16.54 16.65
DAD i �C �C 1'�.24
N wveuD 23.65 /
MWN P A „� WSKS PMOAD -__ 1835>� 16.61.E 19,34 / u
23.3
_ . - _
I �Dxsso \PROMon. 19. 3 � X Mxi 9.45
x 19.19�
x_.18.93 18.82 '.
TIRO
18a74x 18.80
18,77 / 18.46
131111�56° .._ r
19,47� 16.52 m i
19.374 16.58 16.58 ! m
19,18 16,54 --16,51 01
\\ ' 1L 16,64 18.76 \
18.80 18.75
18.67
18.56
anD 9z4• a
/ 18.67 U 1 4907.
19.46 1911 18.81 • x°c 18.34 � _19.46 19.33 `18.9314P9
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1
1
LOCATION MAP
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xm m ouc
r
STREET ADDRESS
2260 S. ROCK ROAD, FORT PIERCE. FL 34945
LEGAL DESCRIPTION
LOT 4 OF THE NORTHEAST Y4 OF MODEL LAND COMPANYS SUBDIVISION
d
OF SECTION 23. TOWNSHIP 35 SOUTH, RANGE 39 EAST, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 10 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FTARIDA, SUBJECT TO PIPELINE
EASEMENT IN FAVOR OF FLORIDA OAS TRNSMISj COMPANY
RECORDED IN OR BOOK 878, PAGE 2210 OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLCRIDA,
LESS AND EXCEPT THAT PARCEL MORE PNIICULARLY DESCRIBED AS
FOLLOWS:
'
BEGIN AT A 30 CONCRETE MONUMENT (STAMPED 'R.W. HERR, PLS
4907') 49.00 FEET SOUTH OF AND 30.00 FEET EAST OF THE
1 pp
Fx93R7
NORTHWEST CORNER OF THE NORTHEAST Y4 OF SECTION 23 TOWNSHIP
35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIOA; INN
4907�
1.6. 90VTR
NSO-49-22-E (N ASSUMED DEARING) ALONG THE SOUTH RIGHT OF WAY
S
UNE OF THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL
NO. 48, A DISTANCE OF 648.98 FEET, TO THE EAST LINE OF AFORESAID
O R
LOT 4; THENCE SOGVW45'E ALONG THE EAST LINE OF LOT 4 A
2
DISTANCE OF 254.20 FEET; THENCE RUN NB6V4'15'W, A DISTANCE OF
W 2 I.
Z
SM.54 FEET, TO THE EAST RIGHT OF WAY LINE OF ROCK ROAD;
THENCE RUN NW70'15'W ALONG T14E SAID EAST RIGHT OF WAY UNE. A
O
DISTANCE OF 207.01 FEET TO THE POINT OF BEGINNING,
2 W tl4
d
y R
GENERAL NOTES
1- THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
GLu
2
2. ADDITIONS OR DELETIONS TO THIS SURVEY ND/OR MAP IS NOT
CERTIFIED BY ME SIGNING FLORIDA LICENSED SURVEYOR At MAPPER.
3. OF THIS MAP ARE NOT VAUD WITHOUT THE
I�e
AND ORIOINALLi SEALS OF A FLORIDA LICENSED SURVEYOR A MAPPERICNANRE
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE
OF LOT 4, MODEL LAND COMPANY. HAVING A BEARING OF N89'46'35'E,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE
10. PUSUC RECORDS, SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM).
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE
k'. ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
18.75
NO. 12111 C 0170 J AND 12111 C 0157 J EFFECTIVE DATE FEBRUARY 16,
2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION
CERTIFICATE.
\
i4
8J ELEVATONS. IF SHOWN, ARE IN NORTH AMERICN VERTICAL DATUM
(NAVD) OF 1988.
u°wa iTRs
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES
\
STANDARDS. IN FEET AND DECIMALS THEREOF.
17.96
6, ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN
.89
LOCATED AND SHOWN HEREON.
18.09
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN
8.579( 1Q 18.30
1
LOCATED ON THIS SURVEY.
. W-
10. THE SURVEYOR HAS NO KNOWLEDGE W UNDERGROUND
a� 4r '411g095 0-
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS.
I8.�7-Tk 8®
11. LANDS SHOWN HEREON HERE NOT AB51RA0TED By THIS OFFICE FOR
RIGHTS -OF -WAY, EASEMENTS OF RECORD. OWNERSHIP. ABANDONMENT'S
GEED RESTRICTIONS, OR MURPHY ACT DEEDS,
12 THE LAST DATE OF FIELD WORK WAS FEB��LLIIARY 04, 2019.
GLOBAL POSITIONING SYSTEIM (GPS) NOTES
1. REAL TINE KINEMATICS (RTX) METHOD WAS d)IUZED USING A TWO (2)
DUAL FREQUENCY TOPCON HYPER CA R SYSTEM.
2. TYPICALLY. A BASE RECOVER IS SET UP ON ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXIS MONUMENTS,
IMPROVEMENTS AND CONTROL ON THE PROJECT,
3. CPS SURVEY MEASANFMENIS WERE MOCES4P AND ADJUSTED USING
CARLSON SURVEY 2oa% '..
A THE HO020NTAL TARGET ACCURACY FOR THIB SURVEY EXCEEDS
MR41MUM STANDARDS OF PRACTICE PER FUMIDA ADMINISTRATIVE CODE (F.A.C.)
SJ-iT-O51.
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0.4
002
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20 C0 0. w
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wAVN BY' CA
CHECKED 9W CA
nATDfEHR11A1EY 17, ENDS
HO12MrAL SCALD
'•4W
SEAL
1 EHEET 1 OF I 1
i
GENERAL FOUNDATION NOTES
Concrete shall have at minimum compressive strength of not less
than 3000 p.s.i.'
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the Inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.,
i
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superceded by; Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1 /8" per foot for drainage
FORMWORK & SHORING
No structural concrete shall be stripped until it has reached at least 80% of
the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
meet the ACI Standards 347 and 301 `
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Dowel Rod Repair Note
In the event vertical steel has been omitted from the down
pour locations, drill 5" into concrete (no closer than 3 3/4
from edges and 5" from ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy to
anchor the #5 rebar in place. Use either "Hilti 0-100 or
STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 girade 60,specifications. Lap continuous
reinforcing 48 bar diameters or 30 in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1- concrete cover, or as follows:
��l�l�LiC'•l;i•�11�`
Beams: 1 1/2- 1 1/2- 1 1/2-
Slab on Grade: 1 1/2- 1- _
Structural Poured: 3/4- 3/4- _
Poured Walls: _ _ 3/4""
Slabs exposed
to the weather 3/4" 1
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Concrete Structures`" and the current "ACI Building Code 318"
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
No slump over 5" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
Column Footing and Wall Footing. 3000 p.s.i.
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work.
Simpson Epoxy -Tie. GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
G I t t ;bl f II 1 b t; I t'I't' t f
corner bars at beam
(outside only) (2) come
bars at footing (min.)
vert. dowel in grout J
filled cell
enera con rac or is response a or a a or, ma eras, u l l les, es mg,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other coelated to the completion of this p ect., unless explicitly
identified here. �w99
' - Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fe which are to be
included in the 4,. fstruction bid. -
all corner bars to be the
same size, number, and General contractor to check all drawings for errors and ommissions and,
spacing as horizontial bars bring them to the attention of: the architect prior to starting any work, or
in footing, beams, and walls ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
Corner Reinforcing Detail General contractor is to Keep the site in a clean and safe state through
out the course of construction:. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the Building Department andthe building permit
has been issued.
1
1$" Bond Beam
with (1) #5 in each
course filled with -
3000# grout.
#5 Vert. rebar in
poured cell from
bond beam and
hooked into ftng.
3000# Fibermix
Conrete Foundation
1.1
Decorative
Stucco Bands
Top of Beam
8x16x8CMU
with Two Coat
Stucco Finish on
Exterior Face
Top of Foundation 4„
Top of Pavement
� 0.00'
l2'-0- 1 "—(2) #5 rebar Each Way
Typical Cross Section
scale: 3/4" = 1'-0"
#5 Vert. rebar in
poured cell from
bond beam and
hooked into ftng.
See Section for
Foundation Steel
Requirements
00
3000# Fibermix
Conrete Foundation
Foundation Plan
scale: 1 1/2" = 1'-0"
2
0 <=
Location Plan
Not to Scale Z
1'-4- 4„
T-0"
Concrete foundation
Plan View
scale: 1 1/2" = 1'-0"
Optional Smooth
StuCGO.P--'-
Light Textui
Finish Stuc1
0.00, 0
Top of Driveway
South Elevation
ALL SIDES TYPICAL
Scope of Work
Driveway Entry Columns
(Total Three Columns)
Building Code
2017 Florida Building Code
2014 National Electric Code
Design Loads
Wind Speed`. 150 MPH (3 second gusts)
Wind Importance Factor: 1.0
Building Category: I
Wind Exposure: C
Soil bearing capacity: 2000 p.s.f.
ed Columns
i places
'v
0
:.
`4=)
3
O
LL
N
0
N
U
U
#5 Vert. rebar in
poured cell from
bond beam and
hooked Into ftng
File Copy
dEWED FOR
CODE COMPLIANCE
ST. LUCIE C/'�O/'� NTIY
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drawn
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checked
s.l.
date
11/20/19
scale
as noted
job number
19080
sheet
A-1