HomeMy WebLinkAboutPLANSr17
LEGEND:
M = Measured
P = Plat
R = Radius
A = Angle
T = Tangent T•21.30,
A = Distance &AieA3'o5, a.ee'
Centerl it�e CORAL COVE MEASURED
= OVERALL
- WATERWAY A=36. Air
o
a q�' A3' 05 7. er o
t.7a'
III zi.o1'
WOOD ^
�� �Seaxatl 9. 36'N
PL
360q OG� 'LANTER WOOD DECK waoe walkxay- N
A=3.91'aANaikxaY=pL#NTE0.
cOa�F �� bill Ell AA6 4 �29 'OD'
a Et6 ,
Seawall 1.pa'N
N35' 54' 10' E 1. 44'
Found 1/2' Iron Pipe 30 b
(un-numbered) WITNESS CORNER / 3+ one 'story Concrete Block Residence o
1.28'N s on line rly cancra,aSlob, L7B Marina Drive
• 5 92'
Finish Floor Elevation
9✓b°° Lot 16 'A N
Block 5
Lot 17 fr%i_
- Block 5 fr r\
t e �°r
�/� 'h ^ i Found ill' Iron Rod
9.v ° ��. and Cap PLS , 2'
. o/ Op, 86' �' 0 3' S J Set i/2 a-
7 Iron Rod
A 75' 6�' 0 N q �l, B- ' and CaP RLS 239i
A ;'�00�22' F`h� 0 iPPPo,L'KIE %e ce. Waal. \\ _ — — — —
Found 1/2' Iron Rod
and Cap "LS M52' rwow eox
1.31'
380. Do'
•
• 45, 25
l,SUREO
B9.79'
2874.25'• Seawall v:29'N
_�• 47' 23 =NONUMENTATI
eDi1'
AL
DONGRAEREA
POOL
(enc losed)
o
0
0
>r
23. f0'
cv
N
0
00
m
o
3111�
CONCRETE
DRIVEWAY
6�?! «k1,0AP ' SURVEY
prepay,= for
Bref�da Sml th
.�-1-
r Y
m1�
Lol o ki 5 4
a
July 26, 1995
20 C 20 40 60
SCALE, V 20' _
NOT TO SCALE I 1
SITE
NAR!NA DRIVE a w
BERMUDA BE DRIVE _
� a
o z
0
i
z
BIHINI CIRIVE
- e
e I a*@ cc
NORTH A-1 A
—TO USa1 (�
North Beach
Recreation Park
0. 50' I;. G 0.54' E
not a N
w000 POWER PULE
Set 1/2' Iron Rod
and Cap `.' S 239V
DRIVE _
(60' t-0t Nay) Found five nail
36- —�— — A - 4 6 7 . 35' ("' j (PC Curvet
25 '(Pl
-� -
b`Found
R•2734. 5' 19'
R•27AO. 00' G=9' 4
LEGAL DESCRIPTION 206 hall
Lot 16, Block 5, CORAL COVE BEACH, SECTION ONE, according o the Plat thereof, as
li
recorded in Plat Book 11, Pages 30A and 30B of the Public Records of St. -,,cie County, Florida.I
CERTIFICATE OF SURVEYOR
HEREBY CERTIFY that the attached Map of Survey of the hereon desc bed property is True
t
and Correct to the best of my knowledge and belief as surveyed in the fiE.d under my direction
on August 7, 1995. I further certify that this survey meets the Minimum TE ,hnicai Standards set
SURVEYOR'S 'aOTES:
forth in Rule 61G17-6 FAC adopted by the Florida Board of Professimal Surveyors and
Mappers, pursuant to Florida Statutes 472.027. There are no above gr)und encroachments
1.
Reproductions of this sketch are not valid unless embossed with the surveyor's seal
other than those shown hereon, subject to the qualifications noted hereon
and contains an original signature.
Dated this 7Ih day of August, 1995•
2.
jb Lands shown hereon were not ab ,ir:icted or researched by this office for
tttt Rights -of -ways, Easements of Record, Res , at;ons, Ownership, Abandonments, L eed
Restrictions, Zoning Regulations or Zonua, et -back Lines, Land Use Plan Designa.ion,
adjoining deeds or Murphy Act Deeds : nis survey is not intended to delineate
i
Wetlands, Local Areas of Concern or any o rier Jurisdictional Boundary Lines.
James Kirby III
3.
Legal Description shown hereon was pro id:: d by the client and/or his agent.
egistered L Land Surveyor
4.
FLOOD NOTE: By graphic plotting only. t�: ; property is located in Flood Zone ' X ', of
Florida Registration Number 2391
the Flood Insurance Rate Map, Communr , Panel Number 12111 C0181 G, effective
November 4 1992 and is 'n S , I FI d H d
t peca 00 azar . o field surveying was
performed to determine this zone and the Enact location can only be determined by an
elevation certificate.
5. Bearings shown hereon are based upon a bearing of N06006'22'W, along the East
I property line.
6. Fence corners located only, unless otherwise noted.
7. The subject property has no visible above ground man-made improvements other than
those shown hereon. No attempt was is ade by this office to locate underground
Field Book 94-10, Page 21
improvements.
Fl e l d Book 95-02, Page 16 NOTI E: THERE MAY BE ADDITIONAL RESTAIG`i IONS THAT ARE NOT RECORDED ON THIS
Field Book 95-03, Pages 67-69, 7B-79 PLA7HAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
1
I
r
VICINITY MAP
3AMES A. K IRBY I I I
REGISTERED LAND SURVEYOR
2860 S. Kings Highway
P.O. `Box iB26
Ft. Pierce, FL 34954-1826
(407) 464-9621 Phone
(407) 466-9326 Fax
Drawing No. 95-0024 (M) LZ
REVISION I BY
Mm
J
IR OO F- /S, ,"
SCALE 1/4" 6 1'-0"
I MUST MEET IIC "f0l'
WINDSPEED
FLOOR F'L.._AN
SCALE 1/4" = 1'-0"
ASPHALT SHINGLES OVER 300 FELT PAPER
(TAGGED) OVER 5/8" CDX PLYUJOOD
SHEATHING. NAILED 4" ON EDGE, 6" IN FIELD
INSTALL TO PRE-ENGINEERED TRUSSES 24" O.C.
12
4Lv. HURR STRAP IMT512 3 FZ0pE
4TING OF 10000 TYP.
UJO ON THE GIRDER
DBL. 2X4 TOP PLATE -
HURRICANE CLIP EA. TRUSS
91MPSON 05P4 GALV. MTL. HURR
STRAP UP UPLIFT RATING OF 8650
�77
:IT I EVERY OTHER STUD TO BOTH TOP PLATES
MATCH EXIST. ,
:)N PAPER,
RE LATH
DX PLYWID �p
i 6" IN FIELD
E EDGES
1/2" SHEET ROCK OVER
2X4 STUDS • Irv" O.C.
STRUCT. UJOOD F15•1200 PSI
iTL. HURT¢ CLIP
36$ STRAP
SOLE PLATE-
4" THICK CONC. SLAB 2500
'LATE UJ/ PSI UJ/6x6 010/0I0 UJLM, FM. OPTIONAL
J-BOLT OVER VAPOR BARRIER
T OVER CLEAN, COMPACTED
11 i POISONED FILL
RADE < Gd °----
_ a
" a
14" X 12" MONO FTR
UJ/ 2 037 CONT ON
CHAIRS U)/ CORNER BENDS
5E CT I ON
ATTACHt*1ENT
3/411
ETAILS
SCALE: 3/4" = P-011
r--------------
I
#5 x12" dowel
into exist
1
foundation '
5 places
I
4" THICK
MONOLITHIC''
2500 PSI
STEEL REIN
CONCRETE
SLAB
I �
L--------j
tER��111E 1REA' �E�N1
(4) 3/8"
gaIV. lag
screws
thru new
into old
wall
studs
front &
back
watts
FOUNDATION PLAN
SCALE 1/4" = 1'-0"
REVIEWED BY
DATE
PLANS D
MUST 9E K T J
NO INSPc< '1 - LL BE 4
Q
Al
0
E
0
Q
Cb
AIJr1
fz
PLOT DATE: 01-31-98
DRAWN
J.D.J.
CHECKED
DATE
07-22-98
SCALE
AS NOTED
JOB.
NG,
98194
SHEET
1 OF 2
REVISION I BY
RIGHT ELEVATION
SCALE 1/4" = 1'-0%
FRONT ELEVATION
SCALE 1/4" = 1'-0"
ADDITION
UL
W
Z
� W N
�O Ljj
U m
o
P ZZ
Q CL -� 0
Z Z
cri O `l
F->
Q�w p
E J
0 OD p
LLN� Q�
PLOT DATE: 01-22-98
DRAWN
J.D.J.
CHECKED
DATE
07-22-98
SCALE
AS NOTED
JU NO
98W
SHEET
2 aF 2
CD
(Y-)
m
`, l
ROOF= F='L_A"
SCALE 1/4" = 1'-0"
ALL GARAGE DOORS
MUST- MEET-T10-M01
WINDSPEED
F=L_OCOR PLAN
SCALE 1/4" = 1'-0"
TER��1'11E 1REA1 E 1 REQU'IIRED
ASPHALT SHINGLES OVER 300 FELT PAPER
(TAGGED) OVER 5/6" CCx PLYWOOD
SHEATHING. NAILED 4" ON EDGE, 6" IN FIELD
INSTALL TO PRE-ENGINEERED TRUSSES 24" O.C.
51MP6ON GALY. HURR. STRAP aMT512
W/ UPLIFT RATING OF 10000
EA. TRUSS, TWO ON THE GIRDER
DRIPEDGE OVER 2X4
5UB FASCIA W/ ALUM.
FASCIA 4 SOFFIT
clip 4 ecrsw
VINYL SOFFIT
4ATCH EX15T
OVERHANG
STUCCO ON PAPER
BACK WIRE LATH
ON 1/2" CDx PLYWD
80 NAILS 6" IN FIELD
4" ON THE EDGES
5IMP80N "SP4 GALY. MT+ . HURR. CLIP
Will UPLIFT RATING OF W5 STRAP
EVERY OTHER STUD TO SOLE PLATE
2x4 P/T SOLE PLATE W/
APPROVED 1/2" J-BOLT
W/ WASHER • NUT
e 4'-01' O.C.
FINISH
T`r f=ICA
1L0U(C
oua
1,T)
12
ROOF
3ISLOPE
TYP.
DBL. 2X4 TOP PLATE
HURRICANE CLIP EA, TRUSS
SIMPSON 05P4 GAL V. MTL. HURR
STRAP W/ UPLIFT RATING OF 865•
EVERY OTHER STUD TO BOTH TOP PLATES
I
1/2" SHEET ROCK OVER
2X4 STUDS' 16" O.G.
STRUCT. WOOD F15-1200 PSI
4" THICK CONC. SLAB 2500
PSI W/bx6 010/010 WWM, FM, OPTIONAL
OVER VAPOR BARRIER
OVER CLEAN, COMPACTED
POISONED FILL
\\\ , 17 W/ x 12" MONO
c °`-W/ 2 "57 CON7. ON
o
CHAIRS W/ CORNER BENDS
WALL SECTION SCALE: 3/4" = 1'-0"
ATT,AC
NT DETAILS
SCALE. 3/4" = 1'-0"
l
I
i I
I 1
#5 x 12 " dowel l
into exist
f oundo t i on
5 p fraces
4" T�IICK
MONOLITHIC
2500 PSI
STEEL REIN
CONCRETE
SLAB
L _ �L7 I1lILyNIIUflIL711' Illl tll��
"
(4) 3/80
ga l V , lag
screws
thru new
into old
wall
studs
front &
back
walls -
FOUNDATION PLAN
SCALE 1/4" _ �'-
pi go CIAO AILICIA
r ��L✓
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N
WAM
COUNTY
DIVISION
FOR CO C
-WED B _
C
PLANS'A PERMIT
MI1.°T KE TON JOB QR
_ 10r1l V✓ILL RF DE
REVISION BY
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a 2 i...�
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LL c^v Q
PLOT DATE: 01-31-98
DRAWN
J.D.J.
l!f,�CHECKED
DATE
07-22-98
SCALE
AS NOTED
JOB NO
98194
SHEET
1 OF 2