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DATE FILED:
REVISION FEE:
LOCATION/SITE
FILE CO Y, ad �b4�q
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 FEB 19 1011
(772)462.1553
Permitting Department
APPLICATION FOR BUILDING PERMIT REVISIONS St. Lucie county
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C13CO51145
BUSINESS NAME: GRBK GHO Homes LLC
QUALIFIERS NAME: William Handler
ADDRESS: 590 NW Mercantile Place
CITY: Pt St Lucie STATE
PHONE (DAYTIME): 772-773-0075
OWNERBUILDER INFORMATION:
NAME: GRBK GHO St Lucie LLC
ST. LUCIE CO CERT. #:
F.
ZIP: 34986
561-688-0909
CITY: Port St Lucie STATE: FL ZIP: 34986
PHONE (DAYTIME: 772-773-0075 FAX: 561-688-0909
ARCHITECT/ENGINEER INFORMATION:
NAME: Donald J Nuelle
ADDRESS: 11634 SW Rowena St
CITY: Port St Lucie STATE: FL ZIP: 34987
PHONE (DAYTIME): 561-629-6975 FAX: N/A
SLCCC. 9123109
Revised 06130/17
11 RECEIVED
FEB 19 Z021
Permitting Department
St. Lucie County
LOT 19
FFE=10388
CALCULATED
POSITION
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100 c'a
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01, 2'
100.4 LEGEND
CENTRAL ANGLE
R = CURVE LENGTH
�\\\> �$`. �.5 J� 1'UO (C) = CALCULATED
(P) = PLAT
LOT 21 END = FOUND
(VACANT) IR = 5/8 IRON ROD
AI IP = 1/2" IRON PIPE
IV LOT 22 ONO = OVERHEAD UTILITIES
. 99.4, FFE=102.57 TOB = TOP OF BANK
995,
\� E
S
DESCRIPTION SCALE : 1"=30'
LOT 20, ESTATES OF LONGWOOD, ACCORDING To THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 26, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.35 ACRES, MORE OR LESS.
SURVEY NOTES
1. This survey is not valid without a signature and original. embossed seal of a Florida
Professional Land Surveyor.
2. Description provided by client and/or theltI agent.
3. The last date of field work. was July. 24, 2020.
4. Underground improvements and foundations were not located as part of this survey.
5.. Bearings shown hereon are based on the Northeasterly R/W line. of Tanager Place,
bearing N33'24'49"W, as monumented. All beprings are relative thereto.
6. All boundary information shown is calculated per plat, unless otherwise shown.
7. Property lies in flood zone "X", per map. 12111CO189 K, dated 2-19-20.
8. 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.
9. All elevations shown are based on an assumed datum.
T0.\
M
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY.
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.ov
1 ADD SEPTIC; ADD DRAINAGE PLAN
2 ADD PROPOSED FFE
3 REVISE PROPOSED FFE
20.1850-272MWH u DATE DRAWING
F.B.,PG. CALCULATED BY 7/28/20 20,1850-
cpS SCALE S EET N
E
RCL 1 "=30'
) OF 7
FPL = FLORIDA POWER AND LIGHT
CM = CONCRETE MONUMENT
EL = ELEVATION
FFE = FINISH FLOOR ELEVATION
MD = MAG NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
LB = UCENSED BUSINESS
P.B. = PLAT BOOK
R/W = RIGHT-OF—WAY
= CATCH BASIN
O = AT&T PEDESTAL
® = WATER METER
O = DRAINAGE MANHOL€
OS = EXISTING SEPTIa TANK
® = EXISTING WELL
�Qo WOOD POWER POLE
D.U.E.= DRAINAGE AND U%IfY EASEMEI
U.E. = UTILITY EASEMENT
D.E. = DRAINAGE EASEMENT
O = FND.. IR (NO ID)
SF -.SQUARE FEET
CONC = CONCRETE
INC = #5 IRON ROD & GAR
-X— = 6' WOOD FENCE
0 = CABLE TELEVISION A@X
= STREET LIGHT
100 5 = PROPOSED ELEVATION
EXISTING ELEVAT'ON-" '
BOUNDARY SU
DATE
c�
�'l
PREPARED FOR -
CHO HOMES
EAR -NTURE & ASSOCIATES, IN °
PROFESSIONAL SURVEYING AND MAPPIN
2552 PETERS ROAD SUITE D
LB 70._...�i7Z2) 398r6430CPHON�RIDA 34945 - 426
M
8"
FTBERMESH OR
WELDED WIRE MESH
SEE FOUN. NOTES
F0017NG REBAR
SEE F0017NG SCHED.
Tr
w a
N �.1
S
Q TYP. EXTERIOR CONT.
MONOLITHIC FOOTING
g" MATCHING DOWELS FOR
COLUMNS 48 BAR DIA.
MIN. WISED. HOOKS
li r
° - 'a% FlBERMESH
OR W.W.M.
FOOTING REBAR
SCHED. SEE FOOTING SCHED,
OMIT CENTER BAR WHEN
38 ONLY (2) REQD.
EXT. CONT. MONOLITHIC
FlBERMESH ,. ,tn it
OR W.W.M. e
1-j5 CONT.
3" MIN. COVER 10
34 THICKENED EDGE #1
CONC.
COLUMN
MATCHING DOWELS
f 48 BAR DIA. MIN.
GRADE WISED. HOOKS
ci
Ijl;.g
li
•. I
�
MMMMPPAD REBAR
EQ. ED. SEE F0071NG SCHEDULE
EDGE BARS ALWAYS
SEE SCHED. REMAIN. SPACE OTHERS
EQUALLY
OISOLATED PAD
8 MATCHING DOWELS FOR
COLUMNS 48 BAR DIA.
FIBERMESH OR MIN. W/STD. HOOKS
WELDED WIRE PAD REBAR
MESH (SEE I y' SEE FOOTING SCHED.
SCHEDULE) EDGE BARS ALWAYS
I. I' REMAIN. SPACE
I I. 07HERS EQUALLY.
_..._._:�._._
EQ. EQ. SEE 07HER
DETAILS FOR
SEE S EDULE F007ING
BEYOND
19 EXT. MONOLITHIC AT PAD
WOOD POST, FIBERMESH OR
SEE FRAMING PLAN WELDED WIRE MESH
PAD REBAR
SEE F0071NG SCHED.
EDGE BARS ALWAYS
REMAIN. SPACE
07HERS EQUALLY.
cn
OSEE SC4iEDULI
6 IN , MONOLITHIC
FUW1#5CONT.
SREEN
TENERS BY
E
MFGR.
BVERS
C
IN SAND
OTHERS
FI°
x 8" CONT.
ONIC. FTG.
EINFORCE W/
/5 CONT.
SCREEN ENCLOSURE
59
FTG. DETAIL
MASONRY WALL BEYOND
PAVER RECESS
CONC. BRICK PAVER
SET IN SAND
SLOPE PER SURVEY
DC
FOOTING SEE SCHEDULE
OVERHEAD GARAGE DOOR
OHD RECESS
20"
DRIVEWAY / GARAGE INTERSECTION
CONIC. POURED FILLED
CELL W/ STL. PER PLF
DOWELL & EPDXY (1) #5
REBAR INTO SLAB 0
FILLED CELL LOCATION W,
4" MIN. EMBED. INTO SLA
48 BAR DIA. SPLICE
;.
80x8" PRECAST
4:'
LINTEL. SEE LINTEL
SHOP DWGS
FILL COLUMNS
1
AND LINTEL SOLID
W/ GROUT
pI,
{ '
8`x8' FILLED
CELLS W/ 1/5
VERT. (TYP.)
TYPICAL
DETAIL
LINTEL ON
COLUMN
48 BAR DIA. SPUCE
+•
.%
Z Fin
' '
mom'
i -
SEE BEAM SCHEDULE
FOR REINFORCEMENT
FILL COLUMNS SOLD , �8"x8" FILLED CELLS
W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
SCHEDULE FOR REINF.
TYPICAL DETAIL
BEAM HEIGHT CHANGE
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
MISSED COLUMN
STL. DETAIL
:ONC. SLAB &
MONOLITHIC
rOUNDATION
PER PLAN
FOOTING SCHEDULE
MARK
SIZE WxD
REINFORCING
DESCRIPTION
DETAIL
NO.
F-1
20' x 18" X CONE
W/2 15 CONE.
EXTERIOR MONOLITHIC
1
F-2
20" x 18' X CONE.
W/2 15 CONE.
® ECESSMON0117HIC
38
F-3
2'-6' x 2'-6' x 12"
W/3 /5 E.W. BTM.
PAD 0INTERIOR
WOOD POST
6
F-4
4'4' x 3'-0' x 120
W/4 15 E.W. B7M.
ISOLATED PAD
7
F-5
3'-6' x 1'-8" x 12"
W/3 15 E.W. B7M.
MONOL17HIC 0 PAD
19
E.W. BTM.
TE
F-7
20' x 30'-36° X coNi
W/2 15 CONE. TOP do BTM
2 /5 CONE EVERY 8` OF CONC. DEPTH
EXTERIOR MONOLITHIC
1
TE-1
10' x DROP x CONE
W/115 CONE.
THICKENED EDGE
AT DROP
34
EE-2
8' x 8' x CONE.
W/1/5 CONE.
THICKENED EDGE
AT SCREEN ENCLOSURE
59
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIP71ON
CONC. BLK. W/ 1 FULLY GROUTED CELL W/I-15 VERT.
8xB
AT 6'4" 0/C MAX. AND AT EVERY CORNER AND
C-1
BLOCK
807H SIDES OF ANY OPENING MORE THAN 6'-0` 41DE
&16
CONC. BLOCK W/2 FULLY GROUTED CELLS W/I-15 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
IRREGULAR
45' MITERED CONC. BLOCK IN FULLY
C-3
BLOCK
GROUTED CELLS W/ 2-/5 VERT.
4"X4"
C_4
WOOD POST
PROVIDE BASE AND CAP AS NOTED ON DETAILS
n
io
60'-0" —
15-86 26'-0" 18'-4"
7'-10° 7'-10° 24'-0° -4" 2'-8`
5'-4' 1'-4 10'-8° V-4" 5'-4`
N I
I� N
10'-8` T.O.B.B. I 10'-8' TO.B.B.
'-4 T.O.B.B. (STEP OUT I I 9 -4 T.O.B.B.
I 7' 6'-0" 6'-4"
O P OUT
SH 735 O AT COLUMN
HEADr I r ATEOLUMN
C2 HEAD 8'-0' C2 FI OUT
OOTER 4'-10 -2' 1'-6" 1'-8"
I ■■ ■■ ■ I ■ I ■■ I ■■ SH 35 HB
HEAD 8'-0"
7-7
6-0' F7 F1 I C2 C2 C2
/ _1 /-/1 L /�1 L / 1 -0"
F6 I F7 I
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F7 I ® a ° m F1 FORM SHOWER PAN 6"
Fl I 1 1/2" LARGER ON ALL
F1 I c SIDES THAN ACTUAL
12'_8• °c y ll'-8 1/2" 1 1 FINISHED DIMS.
,i \� SHOWN HERE
N 16080 SGD 3 RECESSR �_
■ [Mali■ /!�
L— — — ---------- ------
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14'-4`
Fl C4 Chi
L-L F3
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SUPPLY PLUMBING &
C4FF
ELEC. TO ISLAND UNDER LAr - I F3
28'-20 L _ II J L 7'-l'
FLOOR OUTLET
W/ BRASS
COVER
M NOTE:
■ —FYI — — � ALL COLUMNS ARE Cl U.N.O.
a
b �
o
N
o � x
n
■ I 0 0
6'
IF
FIN. RECESS _0_O` FIN. FLOOR SLAB
I T-4"
21'-2`
REVISION
FILE COPY
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CODE COMPLIANCE
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FORM SHOWER PAN
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FINISHED
DIMS. SHOWN HERE F1 —
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r — — FG TRANSOM ABV— — �o 11 �L �J 4,
■ F1 N As ■ ■ N O
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(2) SH 26 ■ I \\ NOTE: FORM GARAGE SIDE DEMISING WALL
L — — — — — — — — — — J a'_:• :'_,• �'_5• I F2 \\ RECESS 1-1/2° SMIl LLER THAN ACTUAL
STEP OUT
HFOOTER
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F5 F5
2'-8" 2'-3" 1 2'-3" 2'-B"
7'-3" 9'-10"
24'-4"
s
PROJECT LOG
ISSUED FOR PRECON 06-24-20
ISSUED FOR PERMIT 07-10-20
FOUNDATION REVISION 02-02-21
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1/4" = 1' 0" U.N.O. P; Ln FEB 19 2021
er Tlitting D'apartmt
0
FOUNDATION LUC1e County
1. 0. PLAN
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