HomeMy WebLinkAboutAPPROVED 0 DEP Esigned combined 2.8.2021rj 9 X
1 FND P,R.M.
1
1 94-71-AIl
' N. 1113513,150
1
1 � \895193.552
1
1
1
1
1
1
1 BENOHnARK
' NORTH RiT'
1 54NrtARY �IANIbLE
I N ELEOv.5.Ot:
1 955
1
1 521°Z4'OS"E
1 ' 1005.92'
1 I
,
1 No 5/5• IR/c
1 LB tow I
1 • b5.Yt0 ,
�NI E• 895935.69i0
i FEMA FLOOD ZONE LOT 2 " J
1 (AE 6' NAVE)) ,m 1
i DESIGN FLOOD ELEVATION VACANT #a65
I OF T NAVD.
1
� 06 565°31'36"W
FNo 5/5' IR LOT 3 0.0'
B t0 1
. .�1111 .
' M ®®
Q - FOYER 8
0 ••
0
0 3o I
O O
z
I
OLD COASTAL
CONSTRUCTION
CONTROL LINE
(P,B- 19, PCs, 8)
LOT 3 RECORDED DECEMBER 12, 1978
VACANT
I
I
FND 4°14" CM I I ! I
PRM LB 4911 ,
y n� 132.32'
w OT °o' 105/5- IRIC
-2'O° FIN, F�,� FNo
N°vEGETATI a OFIN. FL, IIII 6.0 N,A v D4 Ole 3 ' 1 Q
7-1 i E N ry• _ 8.0'6'' — 1 I W
' z
1IL LOT 32 i w
GARAGE IL0.0 � rrv. n p O 3 u 1?
a o OCCUPIED 1
m (�/ ! I O
O — 'o E I11 m I_ 1 I w
I _ , N MATEF 3 r i
O PIPE D WETER i.
i
II' O 3Q6 6u �
A ® 1 565°3136'W veB.zT' ao 02 565°31'36"Ul #y p8
y3
' I y. A93 1
v/.. v- sci .i TRANSFORM
1 ,
� ' PEOES4AL 1 1
1
I 1 'CURRENT COASTAL PEOEs%aL _
CONSTRUCTION
CONTROL LINE 1 m I HcuRB
1
(PB, 26, PCs- 26) '
1 'RECORDED '
1 ' SEPTEMBER 13, 1998,
I 1 n' P m
1
s 7-
1 '
1 LOT 4 '
VACANT
1 , Im 1 t
1 , 1
1 , 1
1
1
1 1
>
q 45' 0" '
I 1
wo ,
WATER5cwi WAr N6T`0832"E
N08°54'19"E
1 '
1
1 1 1
, / N• 11111T9.914 1 � 1
' E• 896204.199 1
1
w
0-1 IL
LL
I ' '
� I
I
1
1
W'
a , = DISTANCE FROM CCCL
1 ' w ' ' ~ , TO SEAWARD EXTENT
Ti OF PROPOSED RESIDENCE.
U 1 w'
1 Q
I 15�1 '
3e,6" MEAN ROOF HT.
U'
jaZ:O° BRQ, HT,
LOT 33
OCCUPIED
FND 5/6" IRC
LB 4288
ro
r
QI 1
7=
a Y
SEACsRAPES
— =OASTAL STR 4
:T
= 39.28' N,A.v,D.
F
Z
LLO
o
00
LL
1
ZEP —FL, FIN. F� - —
O
z
m 2N1), FL. FIN, FL.
A
1
18.32 N,A.Y,D.-
3
PROPOSED
GRADE
) WATERSONG WAY
O'-O" FIN, FL-
8,0'N,A,V,D,
\\ ��� .� .1— --. —. —.—. -- . —. —. —. —. —. ---
-
- -
-0 GAR, jf, A ..... .............................
.. �-_.............__...........__...........2. ..__.
/0...
6.0' N.A,V,D.
(APPROX. GRADE
o GARAGE)
EXISTING PROPOSED
GRADE GRADE
88 B.O_B.
—&-ro-
"FOUNDATION IS SHOWN
4,v,D,
FOR ILLUSTRATIVE
SOT, OF LOWEST BM.
PURPOSES ONLY"
(MIN, 415,V NAVD OR HIGHER)
TOP OF DUNE
BOTTOM OF DUNE
13
06 - #-^ate - #10\m
o� BEACH DUNE
If)
z
O
Q
W
w
#9 a6 ?
O
w
565°58'38"W 241,26
Digitally signed
Mark A by Mark A
Corson
Date:
Corson2021.02.05
14:11:27-05'00'
APPROXIMATE
MEAN HIGH WATER LINE
ELEV=0.52' NAVE) 1988
LOCATED DECEM5ER 11, 2020
APPROXIMATE
SEASONAL HIGH WATER LINE
ELEV=4,52' NAVD 1988
(n)
#b'3
17,59
0.00' NAVD
CONTOUR
ELEVATION 1998
z
4
w
0
DD O
u
z
4
J
4 .z. m�6
zi zl zl zi I
J, J 1 JI JI '
QI QI QI QI
>
w w �
w I 0I 0
wI
l ? = M IL Z
1
wl QI pl �I
� Q Q N 1
Q' 1 W'
O �1 O
NI OI
lu
WI
1 1
1
1
1
1 '
O
_ _ _ _ _ _ 1 — N.A.V.D. -D. AVERAGE DUNE HEIGHT
_ _ _ _ _ _ _ _ _ _
. — - — - — - — - — - — ?}9 = p� — — — -\ �-8� — — .�,r \ 'y �. �O O FIN. FL.
T e0N oo �/s—il as
00 0
0
2
z
zs z
p
�o>
�
N
N r r 3 N
Q )
O- W
4: 9 0 4
z ,, 9
z�
, Q
z°1�����zo
=o�
k �
o- of �o Q
c
u
o ' c
p Q J
Q N�
U F Q
F Q1 a e 3 F m
•
u
Tz
V
�
M
O
U
�N
I�FI
E
r�
C!1 N
N
• •
CIS
0
O
6
0
U
v
N
~
O
TTxll
V
•
DATE : 02/05/21
DRAWN BY: pjg me
CHECKED Mc
REVISIONS
5/5" STUCCO ON
12x12 CONC. COL.
A
f
271 411 '
I
IO1 811 61 5"
4'0"x5'3"
A')` Al I1M ;PA11 i\ice I I SH 4053
41 81'
ELEVATOR
�t
(2) SH 2ro (2) SH 2(o
6'2"xlo'4" 6'2"x&'4"
6' loll 13, 811 6' loll
N
2 x
CD N
N
O
ro
5/5" STUCCO 0
12x12 CONC. COL
O
Ln
�t
O Q)
O 11�
h
GENERAL NOTES:
I. VERIFY LOCATION OF UTILITIES W1 SUBDIVISION BEFORE
PROCEEDING WITH WORK,
2, CONTRACTOR 70 HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS
OR EASEMENTS ARE ENCROACHED. (OWNER, t OR
CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS,
EASEMENTS, LOT COVERAGES, ETC.)
3, PROVIDE ACCESS TO ALL CONCEALED PLUMBING
SLIP JOINTS,
4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS,
5, DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS.
6, PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY
AND SIDEWALKS FOR LANDSCAPE LIGHTING AND
IRRIGATION,
1, VERIFY A/C UNIT'S SEER WITH ENERGY CODE.
8. USE TEMPERED GLASS AT ALL HAZARDOUS AREAS.
9, USE MOISTURE RESISTANT DRYWALL AT WET AREAS.
10. SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS,
EASEMENTS t SETBACKS PRIOR TO ANY CONSTRUCTION
AND SHALL IMMEDIATELY CONTACT t NOTIFY ARCHITECT
IF ERRORS OR PROBLEMS ARISE.
11, OWNER d OR CONTRACTOR IS RESPONSIBLE FOR
PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER
SUBDIVISION'S ARCHITECTURAL REVIEW BOARD.
10' 8" ' 8' 6" 8' 2"
• 8'O°x6'4"
42"H. ALUM. RAILING
(2) SH 4064
�
I eALCON`I' 1
I SW' CLG, H7,
DINING
TILE FL.
9'8" CLG. H7.
m
TILE FL.
I
4' 10" 41 loll
J
q ,
15' 4"
811 -
I
�
SI O° x 81
41 81' S11
ELEVATOR
_
s
'
IO'4"
IN. FL. `t
'
r RO
{�
GREAT
18.33'
N.A.V.D. _
I
?V3
91811 CLG. HT.
TILE FL.
131 4115'
S1,3' 4"
LA w
'
O
UP
4" DN
'
�
O
N
Is
-
z
tu
'
N
7
4' O"
TEMP.
L.
m
�
�
71 9°
lL
/
CID m
----------
NSill-
----------------------
__.
2' 6
--------
O
p I I tp
-—————————
z-
AHU --- ----
riz
_.S
C
- - QO
OO1pO
2' all
4 0
12'SII
��. 3911
FW
41011 51311
IK I
L
iff
v p K ( CHE
z
4
I
O
•, a
BEDROOM 2
- - ; - - 9'8" CLG, HT.
9'8" CLG. HT,
O ED TILE FL.
U q
LLl
REF,
TILE FL.
N
W/
ICE
c O �
� u o
O `s
I
O
F WALL BELOW)
I
I
d o
�
SH 4043 11 1111
4'0"x4'2" 6'0x810
FIXED FR. DR.
FALSE BALCONY
6' loll 31 811 6' loll
ill
r
AREA CALCULATIONS
15T FL, A/C
553 S,F,
2N1) FL, A/C
1145 S,F,
31RD FL, A/C
lOr03 S,F,
Total A/C
2161 S,F,
ENTRY
34 S.F.
GARAGE a A/C CLOSET
526 S,F,
COV, PORCH
Ill S,F,
2ND FL, BALCONY
85 S,F,
3RD FL, BALCONY
85 S,F,
Total Non -A/C
84-1 S,F,
Total Uner Roof
31l S.P.
• Contractors to verify all
footages
• All areas are calculated to
outside dimensions,
N22040'31 "LJ
Mark
Digitally signed
by Mark A Corson
Date: 2021.02.05
Corson14:11:56 -05100)
40, 02'
A
o P
O271 41'
14' 811 12' 8"
11 011
41 loll
81 10"
3' S11
5/5" STUCCO O
-
-
12x12 CONC. COL.
- - -
- -
- - -
-
- _ _21 2_x 4' 2"
SH H34
—
— — —
— — —
—
I
I
-
-
o
I
COv, FORCH
4,
4 41
I
C0
I
9'O" CLG. H7,
4
O
I
TILE FL.
�
x
I
N
Z
4S.
I
I
8'0"x8'0"SGD
O
O
I
ca
I
9' 3" (A
10,0' RE=4R SETBACK W
hose�ibb—
I _
\'r
I �
I
� Ipp
O-3
ILO
I
2' 6
- N
14' 411 3' ro 21 611 ELEVATA
O
6.01
FLEX sFACE
I
i
Nil
9'O" CLG, H7,
811 31V45'
CATILE
FL.
v21
611[all
x
2ND. 70 3RD, FL.
I
°�
ll
20 EQ, RISERS , -1,0112 II'8
RAILING 210" ABV, EDGE
I
O 10" FIN. FL. �- - - - - - - -
IV
O
OF TR. I" NOSING TYP.
I
O N.A,V,D. ; - - - - - - -
IQ
O
3 - 2 x 12 STRINGERS
(2) 1,0" RISERS +(1)
10" TREAD = 24,0"IST.
1'I1
FIN. FL.
70 2ND. FL.-119°
EQ. RISERSg 1,29 = 10'4
------RAILING
a",
2'10 ABV. EDGE
WOF
�3-
TR. 1" NOSING TYP.
N
2 x 12 STRINGERS
p
W(2)1,29"
RISERS +(1)
10" TREAD = 24,58"
(3)
O I
STEPS
I
�4 I
UP
20' O"
2' 4" 31 41'
- —
W.H. W/
II
RECIR
PUMP
E TIMER
UI
I
CURRENT COASTAL
U
CONSTRUCTION
-
CONTROL LINE
Q
I
UP
(P.B. 26, PG, 2l0)
I
O'O" FIN, FL.
I `t
RECORDED
♦�
8.0 N,A.V,D,
C14 s
SEPTEMBER 13, 1998,
K LU
Z
I
* x
XI
I -----
--------------------------------------
-- ;
OVER
II.-W
I
G A R A G E
9'O" CLG. H7.
I r
�
O
'
-
'
�t
Q
TILE FL.
I1'O" CLG, H7,
1�
CONC, FL,
O
i
i
3' OII 8' OII I
fu
I
I
I
I I
2' 6"
Ln
I I I p
S"
' -2'0" IN. FL,
I I
------------- -----
I _ _-
16'O"x8'O" I
I
BALCONY ABV.-
10,5r FRONT SETBACK _ —
01
10'
� 21' 4" 51 011 11 011
1 21' 4"
n
�� IST ��0I� PLAN �110�
ooe9�oo
(p
N24028'24"UJ
z
6
pQcp
6-
O y E Q)
o �
q» c9�Q`-Q
O.,
ztY
+ O~
zL Q)Q)zo
O� O Q)
C O Y
�
00
lYd, "; u� C
Ou
0 T
0 Q)
C U
OQ
qN mQ:sfq
N
U F q
2 a a
3 F m
DATE : 02/05/21
DRAWN BY: p,jg me
CHECKED Mc
REVISIONS
POWDER COATED
ALUMIN. BAHAMA
SHUTTER (3 PLACES)
Digitally signed
Mark A byMark A
Corson
Date:
Corson2021.02.05
14:12:37-05'00'
z
z�
z
o
O
O y E
Q cp
Q :: c 9 � Q1
`- Q
O., W
"C �� Q�
9
zOtY
zL ��zo
c
u T
pQJ
QN �o Q�-c
�Q N
U F Q
�1 a 3
3 F m
.
u
z
� M
a �
A
O UN
.Jjje� ..
PC
z 4
o
Opp
�U
U
w N
O �
�U
DATE : 02/05/21
DRAWN BY: p,jg me
CHECKED Mc
REVISIONS
ilml FOEML WEVA NRN M
(APPROX, GRADE
'9 GARAGE)
{�}
32'0" BRCS. HT.
T39.28� N.A.V.p- —
22'0" FIN, FL,
29.28' N.A.V.p,
-(�0'0" CLG, HT.
21.28' N.A.V.p.
4 T
10'4" FIN, FL,
18.32' N.A.V.p,
8'8" B.O.B.
(BOT, OF BM.)
- CO'-O" FIN. FL.
aN.A. V.D.
At2'-0" GAR. F.F.
r.,W N.A.V.p.
(APPROX. GRADE
g GARAGE)
9NIS11 FIHI WYM7 I
I
Digitally signed
Mark A by Mark
Corson
Date:
Corson2021.02.05
14:13:21-05'00'
61
I
YJ
32'0" BRCS. HT.
39.28' N.A.V.p0
F-
LL
Q
z
Q
w
F
O
22'0" FIN. FL, r
29.28' KA.V.p.($� N
20'0" CLG HT.
21.25' N-4.V.D.
0'4" FIN, FL.
18.32' N.A.V,D,
8'8" B.O.B.
iro.66' N.A.V.p.
(BOT, OF BM.)
- - 0'-0" FIN. FL.
5.0' N.A.V.D.
-2'-0" GAR_F,F�
6.0' N.A.V.p.
(APPROX. GRADE
0 GARAGE)
O
O y E
Q cp
c 9 �
a
Q
o
z
T �
z•L x�
_ T �
z
/Ln
Ou
DIY T
O
0 U 3
O U
Q Q
Q N
3 m
DATE : 02/05/21
DRAWN BY: p,jg me
CHECKED rIc
REVISIONS
J '
1 30" PULL I C]
DN. STAIR
------------ L
L-—-—- — - — - — -
ELEVATOR
G
DN
, 110 M�. ?I
SCALE: 1/411=11
0"
SYMBOL
MANUFACTURE
MODEL
WATTAGE
4 LAMP
TOTAL
TYPE OF
MOUNT
MOUNTING
HEIGHT
O
BEACHSIDE
LIGHTING
L-014
5 WATT WITH
LED AMBER
6
WALL
MOUNTED
8'O" 4,F,F, a IST FLOOR
8'0" A,F,F, a 2ND FLOOR
8'O" 4,F,F, a 3RD FLOOR
O
BEACHSIDE
LIGHTING
L-016F
5 WATT WITH
LED AMBER
2
RECESSED
CEILING
B'O" 4,F,F, a IST FLOOR
9'S" 4,F,F, a 2ND FLOOR
MOUNTED
10'O" 4,F,F, a 3RD FLOO
TURTLE CLASS NOTE:
All windows and doors within line of sight of the beach (Including the seaward and shore -perpendicular
sides of the structure) to be tinted glass or have film with a visible light transmittance value of forty-five
(45) percent or less,
SCALE: 1/411=1'0"
N
Digitally signed
Mark A byMark A
Corson
Date:
Corson2021.02.05
`� \ eALQNY-AeV=-----------
14:14:18-05'00'
I-ST.d-h. JL0 DZIP ]��-L]H�—Co P AN
SCALE: 1/4"=1'011
>
o
O
Q cp
Q: c 9 Q1
`- Q Q)
tY
•L
D
z
T
+ O~
z Q)
_ T
O� O� Q)
Q) z
Ln
C O Y
Ir �
If
lY �, ; u
Ou
Ir T
0 I)✓
0 3
O U
Q Q
Q N 6 SL i
M Q N
V Y- Q
3� 2 -a 3
3 Y m
DATE : 02/05/21
DRAWN BY: p,jg me
CHECKED Mc
REVISIONS