HomeMy WebLinkAboutAPPROVED SEPTIC SURVEY FLOORPLAN (1)CASTCRETE PRECAST
--
LINTEL SCHEDULE
TYPE DESIGNATION
PILLEG WITI GRGUl IU=UNFlLLL'G
��,�F���.GrmF�ANAT
GPAVITY LOAG
81 F16-1 B/1T
J I
LQUgNrt1y
NOMINAL
WIDTH
OF95 FIELD
NOMINAL HEIGM J
f:OMPGSftE U41MELFOR
UPLIFT LGAG
T
�LiMELu N.It1 HETO
�
�,LTnA,A��n�.,.".
�
Ai ForaS'-10"overall
length U-lino! Type 8F16-IB/1T:
G"Gm
i,;; �
Safe superimposed gravity lead = 4360 PLF
ns rlv.oAwso sseAaAT
Safe superimposed uplift load=2060
PLF
aoTroM or uuNreLwvnr
Safe superimposed laurel load-339 PLF
�,��,� �
s"s ��'G"N�w ��rLEI
Beam
Safe
Applied
Safe
Applied
Composite
Gravity
Gravity
Uplift
Uplift
Load
Load
Load
Load
3
4'-1"
gF16-1B-1T
6113
<1000
2724
<500
4'-6"
4
4-7
8F16-1B-1T
5365
<1000
2290
<500
5,�„
5
5'-5"
gF16-1B-iT
4360
<1000
2093
<500
5'-10"
6
5'-11"
gF16-1B-1T
3480
<1000
1880
<500
6'-6"
7
6-7
8F16-1B-1T
2661
<1000
1634
<500
T-6"
9
9'-6"
gF16-1B-1T
1533
<I000
914
<500
10'-6"
12
II'-5"
gF16-IB-IT
1075
<I000
606
<500
13'-0"
13
13'-5"
gF16-1B-1T
1002
<1000
559
<500
14'-0"
14
14'-1"
PRESTRESSED
1370
<1000
519
<500
14'-8"
SFI6-IB-1T
16
IS'-5"
PRESTRESSED
950
<1000
404
<500
1T-4"
SFI6-IB-IT
17
1T-5"
PRESTRESSED
750
<1000
347
<500
19'-4"
8F16-IB-1T
TRUSS /ATTIC SPACE INSULATION:
R-30 BL 'N IN INSULATION INSTALLED
OVER h JONDITIONED SPACES ABOVE AND ATC
BACKSIDE OF GYPSUM BOARD CEILINGS.
SEPARATE NON -CONDITIONED SPACES.
(GARAGE, AND ENTRY)
w/ VERTICAL THERMAL BARRIERS USING
R 30 BATT INSULATION.
39'-10"
14'-6" 25°-4"
rHB '--'--'--'--'--'--'--'--'--'--'—
I - - - I
WIc I � I
I 10'-3Z' M 81t 5'-12 � 4'-li" � I -
II
d- � - BED 3 - i � .-I�N �C I i°
p� i 8'-0" FLAT CLG. � - -L41I TEN - i � I
2668 2668 _ I
I ;, �—
I °° � -
� N le fV
, 'c-----�I �
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a- I � i am>r�.s � x l f+1
o+ I �, � ' FmnLeu,e , BED 2 _
I,
'-' i'V 3 � �- - - - - y 8'-0" FLAT CLG. _ -
M4�_6,� oa d- I
� � N xHALL � I
I _ 8'-0" FL. CLG. I
I I
o I - BATH 2 I q
I�LI 8'-10" io 4'_4n I I � 1e�B�ATCLG. 3'-8" 10'-02° I .N-I
__ I
- I - _ .---- _ _ _ - -
� - _-- - d' L_il-__ - _ 3070 I
' - _..�-_----------r OPENING PITCH BREAK .
-' 0 -
I rl LANAI 5'° - J
' 8'-0" FLAT CLG. I
I � STUCCO FIN. � DIl�tING
14 � c VAULTED CLG. m 15' 10" �
� ' SLOPE `O {
I �
I '
I JI� - - I
IIII = 3 -- - .--11N
I :-I
4'4" �N .—I
ILL. N _ +-� '
_ ' .--I I
� ® t � .y N
N
R&S � ,'�
---- �C -----� -
_ GREAT RQ6M
I - I (3) W
?- �g' 8'0" FLAT CLG. �D ' u, VAUL'�ED CLG. -
i0 I g" txi 10'-0" �.22"x 2 "'� ,� INVERTED HIP JC
� � I z'-5 " ELD aF 1s'-4
I
�-+ I ----`'I I
,.� I _ I
26 8
I Z �" -
I ;1
-_ I
KITCHEN
(3) WAY 2 / 12 REF. � I
VAULTED CLG. �
I
I
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I IlU'-2" I
`�w/H D � ® I d.
.� ® I �+
I W I
III
z �o I
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00 , O '
'' I
� ' e 50 7,��, d- � I
I `� PROP PTTCHBREAK ���
- �. � `� N FADERS Ca3 8'-0° i `. I
w ` � e EN SU - _ �- 3068 PKT 3068 PKT
w `
io z o `' BAT _ ___� = I I I
4'-0' 65koo
!V N � ! �. '' - 8'0" FLAT C � C7 0D l 11'-11" 7'-1" 8'
I .' � N m I Ti k o ,,, LAUNDRY D P
- 8 4 -0 6 - 4 -4 _ � N I , , ti � 8'-0° FLAT CLG. 8'-0° FL. cl�, I
\ a,
T
o
—
DW
i ° 2868 2868 5'-211 I i THRU ROOF - � (4) SH.
I I DRYER VENT
42" H. WALL I � -
I , w/ 36"x 36" •. I , 2x4 WALL TOP @ 8'-1"
TEMPG SABOVE �' I �------RTIINSULATION_
Ii ,------- ----------------- �-------� 8 I I � 15H
I - 1 I I r ' � - - - - � ,p I AFIu, i'n
MASTER ' i i o ` _ _ IN ATTTg
� � EN SUITE � � ' DYER cRAsx °
I I I I � �8'- "FLAT CLG.I i PL-------- %� POLE
I PERIMETER FLAT CLG 8'-0" I I:
I I , gl „ COFFERS I , � �„�4,; � -
I I COFFER TO 8'-8" I a� �, , I' I nTIICsL6cess I
I I I �� ;�, r I E. I bT71T-.D L02y.'I$\ I
� I � ' ' -�' i O O 4� ' i\ - 2x4 BRG. ALL 200 A PANEL
I I � cG "+ � � _______� LOCATEINFIELD
I I ,.y I cq O '. - w/ TOP OF LATE @ 8'-1"
i � i i � �'' f - - - - - � �... I w/ SIMPS HTS20
, a 3 � , -. � AT EACH USS _
I i i I �', i i t w/ R-I l IN ULATION
I= 1 I I I I � � Q'
I i i I i i i �. ' - GARAGE `" a
I I� -
I I ------- ----------------' ',. i i � I, �i 8,_0"FLAT CLG.
I � �' i 68 GLAZED i ti I N ABOVE INT. FIN FL.
I - EARGLASS� ------------------------------------- I Q
- ---- '
I � TEiVIP r. I , i
- - _ I
=1 - - _ I
,;-J - - - - - -SH 25 EGRE - - - -SH 25 EGRESB �� 4 4" STEP II
I ,
I � I 4'-6" 4,-6" �� 4,-8„ -3.5 I I I
,L.I tttILI,I �_ It.-li III ;81I_
I 3 -0 3 -2 -4 3 -2 5'-6" _ 3 -4 18 -8
�^ [� � e €� q ENTRY ',
�JI � 8'-O' FLATCLGi
6' " ' PORCH 6,-B„ �� � sTvcco Fnv. � I i �
' I I, 8'-0" FLAT CLG. L DBL 2x.12 9'-1 "___ _ �
STUCCO FIN.
- - �'�' -' � - N'f�� i- - -- 16' x T O.H. SECTIONAL DOOR �_
- — - _ I �_- _- ---------------------------------
VINYL 12 _ _ CEII.IN 16
— RAILING �— 12'-6° � '— '--'--'--'�'--'--'--' —�
LINE
'-4' 11'-2" �O� -0" 16'-0" 2'-0"
_ 13'-10" � 6'-0" 20'-0" -
39'-1 "
OVER ENTRY: TRUSSES OVER ENTRY
--. DBL 2x12 w/ %a" SHIM 9'-1" BEARING
TOP OF BEAM I' -"-I" --
Oi N:
12" DEEP ENG. WD. BEAM
i°
t°
OPENING PROTECTION
2020 FBC—R R302.5.1
OPENINGS FROM A PRIVATE GARAGE DIRECTLY
INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED.
OPENINGS BETWEEN THE GARAGE AND
RESIDENCE SHALL BE EQUIPPED WITH SOLID
WODD DOORS NOT LE55 THAN I-3/8" THICK,
SOLID OR HONEYCOMB GORE STEEL DOORS NOT
LE55 THAN I-3/8" THICK, OR 20-MINUTE
DUCT PENETRATION (AT GARAGE)
2020 FBC-R R302.5.2
DUCTS IN THE GARAGE AND DUCTS PENETRATING
THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48
MM) SHEET STEEL, I INCH MINIMUM RIGID
NONMETALLIC GLASS O OR GLA55 I DUCT
BOARD, OR OTHER APPROVED MATERIAL AND
SHALL HAVE NO OPENINGS INTO THE GARAGE.
DWELLING -GARAGE SEPARATION
2020 FBC-R R302.6
THE GARAGE SHALL ESE SEPARATED FROM THE
RESIDENCE AND ATTIC BY NOT LE55 THAN I/2
INCH GYPSUM BOARD APPLIED TO Ti-IE GARAGE
SIDE.
HABITABLE ROOMS ABOVE GARAGE SHALL BE
SEPARATED FROM GARAGE BY NOT LE55 THAN
5/8 IN. TYPE "X" GYPSUM BOARD OR EQUIVALENT.
STRUGTURE(5) SUPPORTING AFLOOR /CEILING
ASSEMBLY USED FOR SEPARATION, SHALL BE
PROTECTED BY NOT LE55 THAN I/2 INCH GYPSUM
BOARD OR EQUIVALENT
ALL EXTERIOR MASONRY WALLS
ACT AS SHEAR WALLS/PIERS
BASED ON RELATIVE RIGIDITY
WALL TYPE LEGEND
SYMBOL
REPRESENTS
CMU WALL - 8" (7 5/") (U.N.O.)
INTERIOR FINISH: SMOOTH, BRUSHED JOINTS -PAINTED
EXTERIOR FINISH TYPICAL: %" STUCCO
EXTERIOR FINISH WHERE SHOWN w/ DASHED LINE:
EL.: 8'-1"AFF
HARDIE PLANK HORIZONTAL LAP SIDING applied
DIRECT TO CMU - 7" EXPOSURE
CMU WALL - 8" (7 %") (U.N.O.)
w/ NON GROUTED CELLS INJECTED & FILLED w/ R-9 MIN.
EXPANDED POLYSTYRENE FOAM INSULATION
INTERIOR FINISH: 1/2" GYPSUM BRD. ON 1x P.T. FURRING
EL.: 8'-1"AFF
EXTERIOR FINISH TYPICAL: 5/8" STUCCO
EXTERIOR FINISH WHERE SHOWN w/ DASHED LINE:
HARDIE PLANK HORIZONTAL LAP SIDING APLLIED
DIRECT TO CMU - 7" EXPOSURE
CMU COLUMNS, &BEAMS @ENTRY &LANAI:
REINFORED &GROUT FILLED CMU COLUMNS
w/ REINFORCED &GROUT FILLED
=1'-=
EL I: 8'-1"AFF
(COMPOSITE) PCL &BOND BEAM BLOCK BEAMS.
ALL EXPOSED SURFACES -STUCCO FINISH
BRG. PARTITION WALL -INTERIOR - 4" (U.N.O.)
®
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
EL.: 8'-1"AFF
w/ CONT. 2x4 P.T. SILL 8 DBL. 2x4 TOP PLATES @ 10'-0" AFF
(2x6 STUDS &PLATES WHERE SHOWN)
BEARING PARTITION -GARAGE WALL -4" (U.N.O.)
1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
EL.: 8"-1"AFF
vp/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES @ 8'-1"
w/ R-11 BATT INSULATION
(2x6 STUDS &PLATES WHERE SHOWN.)
NON -BEARING -INTERIOR PARTITION - 4" (U.N.O.)
1/2" GYP. BRD. EACH SIDE OF 3 5/" MTL STUDS @ 24" O.C.
0
w/ MATCHING TOP &BOTTOM RUNNERS
6" WALL
NON -BEARING -INTERIOR PARTITION - 6"
1/2" GYP. BRD. EACH SIDE OF 6" MTL. STUDS @ 24" O.C.
w/ CONT. TOP &BOTTOM RUNNERS
NOTES:
- ALONG ALL EXTERIOR WALLS INSTALL VERTICAL FIREBLOCKING
(FURRING) @ 10'-0 o.c. MAX. TIGHT TO BOTTOM &TOP NAILERS.
ALL OPENINGS OR CUTS TO BE SEALED w/ FIRE CAULK OR FOAM.
- INSTALLYz" HIGH STRENGTH CONTROLLED DENSITY
GYPSUM WALL BOARD AT ALL CEILINGS.
-USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
- INSTALL WOOD BLOCKING AT ALL INT. DOOR OPENINGS, CABINET
LOCATIONS, RAISED TV JACK/PORTS, AND WHERE NOTED ON PLANS.
EXTERIOR CEILINGS:
Yz" MIN. THICK STUCCO ON %e' HI -RIB LATH ATTACHED TO
HORIZONTAL ANDIOR VERTICAL WOOD FRAMING
w/ NAILS OR STAPLES @ 8" O.C. TO PROVIDE NOT LESS THAN 1%y"
PENETRATION INTO HORIZONTAL WOOD FRAMING
AND s/4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS
PER ASTM C1 D63 AND STUCCO -ASTM C926
NOTE:
SEE TRUSS MANUFACTURER PLANS /PROFILES FOR ALL
TRUSS TO TRUSS CONNECTORS AND FASTENERS.
THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER
CONNECTORS.
� O
O N
_U C
Ba
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c)a`6i°ink
.�=V � •6
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v��oo_T
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a ��
in � p
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fn
0
VERIFY THE ELEVATIONS) OF THE
HOUSE &FOOTINGS DEPTHS
WITH THE ENGINEERED SITE PLAN
SQUARE FOOTAGE
SQUARE FOOTAGE
LIVING 1,724
GARAGE 404
ENTRY& PORCH 124
LANAI 102
TOTAL 2,354
`-� BUILIDING CRITERIA
I BASIC WIND SPEED, Vult 170 MPH
i BASIC WIND SPEED, Vasd 132 MPH
RISK CATEGORY II
METER,HOU ING WIND EXPOSURE C
�MAIN200 INTERNAL PRESSURE
ISCONNEC COEFFICIENT +/-0.18
�.00ATE IN F LD COMPONENT AND CLADDING
ASD WIND PRESSURE (PSF) to
I FULLY ENCLOSED STRUCTURE
I IMPACT GLASS: X APPROVED SHUTTERS BOTH
pp MAIN WINDFACE RESISTING SYSTEM
I N -
I BUILDING &TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
i WIND DESIGN METHOD ASCE 7-16
THE 2020 FBC 7th EDITION CHAPTER 1609
I THE 2020 FBC-R (RESIDENTIAL) 7th EDITION CHAPTER R301
I �
�aa �� �
WATER -AIR -LAN D
I 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
i North Port, Florida 34291-8049 fax 413-687-9013
1 • ,�""' Digitally signed by Christopher D Be rs
C h r i sto � - �S• •N. `', DN: c=US, o=Unaffiliated,
,_ Z y� •• you=A01410C"�000172B9270F63000 B
�..
Beers = � � � , � _ 2DA, cn=Christopher D Beers
;rap :, STATE GF a ;Date: 2021.09.28 15:49:03-04'00'
'.,�4yg4 SVP� `� CH TOPHER D. BEERS, P.E.
�,,, � * � � � L �` FLUKIDA LICENSE N0. 64594
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DATE
24 MAR 2021
DESIGN
BY
CHECKED BY
MODEL
CAMELOT
KW_TM
OWNER
REV
DESCRIPTION
1
P1 29
MAR 2021
2
P2 21
MAY 2021
3
P3 03
JUN 2021
4
P4 26
AUG 2021
5
6
7
8
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FOUND
NORTH
FC10H :n St. �,ounty
Environs ientz�' Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #%eS<2g113S/ & Well #
ON 99kc c CAP7„ qi� 79�,a�i
FOUND 5/8'IRON ROD &CAP
STAMPED "LB 7023"
FENCE CORNER o� T
0.7' NORTH 9q�O
M
6ry
x 9x
ry0' � x
(V
1
PROPOSED MIWNGS DRIVEWAY
BLOCK 2
PLAT NO. 1, ST, LUCIE GARDENS
— PLAT BOOK 1, PAGE 35
FENCE CORNER
T�501=T005-350-8 0.2' NORTH
(VACANT) FOUND 5/8" IRON ROD & CAP �co
STAMPED •'LB 5720 WITNESS
42"E 329096'(C)
75—
x
�PROPOSED I �Ir-------�
99o- SEPTIC TANK Lo PROPOSED6516LI
x / I�DRAIN FIELD
�/ 6ti
I .�+ xPRGPI]SFn
PROPOSED F.F.E.
20.00 FEET
� I
tiff
PROPOSED
WATER LINE
PROPOSED WELL
D PATIO
I .
8'X12'
WOOD
SHEDI
I
I
5
165
I
FOUND 5/8" IRON ROD &CAP (BEARING BASE) VvvV' V�7 FOUND 3/8" IRON ROD 8c CAPS
STAMPED 'LB 6790" STAMPED LB 7023 WITNESS"
I
TAX PARCEL ID: 3414-501-1012-050-7
(OCCUPIED)
F.F.E. 20.83 FEET
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY TFVAT 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.
CIVILSURYl RESIGN GROUP, INC. REVISION: 10/06/21, SEPTIC TANK/DRAINFIELD
A/ OF
i
BY: BRIAN C. KIERNAN
PROFESSIONAL SURVCOR & MP,PPER
� STATE OF FLORIDA REGISTr'2ATION N0. 6101
�/L
COPYRIGHT 02021
ALL RIGHTS RESERVED
I
I
I
I
I
I
I
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2
0
CERTIFIED TO
FIRST INTERNATIONAL TITLE
FIRST AMERICAN TITLE
GOLDWATER BANK, N.A., ISAOA
MELISSA AND TROY SCHLICHT
GROZA BUILDERS, INC.
' \ (NOT TO SCALE) J
GRAPHIC SCALE LOCATION MAP
0 40 80 LEGEND & ABBREVIATIONS
I•
O.R.B. —
OFFICIAL RECORDS BOOK
F.F.E. —
FINISH FLOOR ELEVATION
o
U.E.—
UTILITY EASEMENT
I
IN FEET)
�—
CENTERLINE A— DELTA ANGLE
N.-.0
1 inch = 40' ft.
EL-
ELEVATION R- RADIUS
CONC.-
CONCRETE L - LENGTH
a
DESCRIPTION
L.B. -
LICENSED BUSINESS
n
o
C.B.S.-
CONCRETE BLOCK & STUCCO
co
n
THE SOUTH 165 FEET OF LOT 5, BLOCK 2,
WATER METER
TOWNSHIPSOUTH, RANGE 40
®-
a
<
EAST,PLATNO. ST, LUCIE
SET 5/8" IRON ROD & CAP
"LB
a
ACCORDING TO THE PLAT THEREOF, RECORDED
STAMPED 7805"
�(D
IN PLAT BOOK 1, PAGE 35 OF THE PUBLIC
-
TELEPHONE PEDESTAL
RECORDS OF ST, LUCIE COUNTY, FLORIDA,
S -
SANITARY MANHOLE
ALSO KNOWN AS TRACT 313.
C
TV PEDESTAL
-
LIGHT POLE
O
N
U
¢
-
CONC. LIGHT POLE
a
SANITARY SERVICE BOX
SURVEYOR'S NOTES
WELL
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 MAY 6, 2021.
7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE.
8. THE SOUTH LINE OF LOT 5 IS ASSUMED TO BEAR NORTH 87054206" WEST AND ALL
OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
9. OVERALL PARCEL CONTAINS 1.26 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
12111C0083J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. 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).
PHONE (772)323-2244 File &Drawing No.
GULLOTTI PLACE BNDY TOPO
CIVILSUI�V
A Tradition of Innovative Engineering
444 4TH LANE S.W. L.B. No.7805
VERO BEACH, FLORIDA 32962
1"=40'
Scale:
Drawn By:
BK
Date:
os os 21
Sheet
BOUNDARY AND TOPOGRAPHIC SURVEY
GROZA BUILDERS, INC.
T.B.D. GULLOTTI PLACE
FT. PIERCE, FLORIDA