631 Beach Ave RESA18-0033 dwgs 1THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS.
ANY INCIDENTAL FILL NEE )ED WILL BE DEP COMPLIANT.
SOILS CALCULATIONS:
PILINGS: 5 CU, YDS
TOTAL: (+) 5 CUBIC YARD, OF SOIL TO BE DISTRIBUTED EQUALLY
AT PhArW r1FC4C
DEP NOTES
' THESE PLANS ARE DESIGNED TO BE IN WITH THE
DEP NOTES (CONTINUED) -
ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE: OCEAN SHALL
STANDARDS ESTABLISHED IN SECTION 628-34 FL�RlDA '
EE E REQUIREMENTS CONTAINED IN SECTION 628-34 FLORIDA
MEET TH Q
ADMINISTRATIVE CODE
ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE
w�D
TURTLE PROTECTION.
THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN
I
ACCORDANCE WITH SECTION 6, ANSIFASCE 7-96 MINIMUM DESIGN
ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE
LOADS FOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND'
.SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS '
THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED
I (
OF 120 MPH.
ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE
IS83°20'30"W .68'
231,93'(IRON TO IRON) I
COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P.
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
I
USE INCORPORATED INTO THE DESIGN AND SPEOIFICATIONS IN
THIS HOUSE IS EXISTING FRAMED CONSTRUCTION &FALLS UNDER
ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DESIGN LOADS
GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE
FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE
(SEE STRUCTURAL PLANS)
ABOVE.
I
ANGLE. POINT
U1 OPPOSITE R-50
�-
154.5' ---
I
Y 3�aY o
al wi zl I oIm
O O Z _.
w� a.l O 155.1'
� 76,
til 11 Z15 4B TO NEW DECD(STAII
Dt 561 TO BALCONY ROOF
r rn
155.7 TO BALCONY DECK
BENCHMARK I -o > 147,54' G NEL PT LINE.
MAG NAIL AND DISC. I O m
145.22' TO' ND LRRA.WALL BUMERMIP-OUT
I LB 3672 W EDGE I 148.7'
EQF PAVEMENT
u6 TION 14.00 (y
I t4AVI5"(36 I V -
lI LOI 3, BLOCK 15, ATLANTIC BEACH SUBDIV SIO"A'
V (PLAT BOOK 5, PAGE 69)
1 FOUND11 �mw I Y5 1ImRON TO 149.1'
NA -DISC 2605
LS 672 ._._._ - 2 �na�-�rc�r. snti
NOR THING:Zr60639.4 TO
L.,,
EASTING:631t50.] 4.B" 6:)' N 8� i '3D"
i 'u�a7 fi;wooD FEmE
14.1 4. 7' a VINYL PUMP PAG I i
BRICK ®031
A BRICK � � pE e.3 1 1 PAp3
p�q°^y ) z `9y N i21 OF -338 3y1 COVEREGPATIO
Z 11{ 2 O FINISHED FLOOR d� i°.4.
O> T DR,CKO ELEVATION 15.1 NAVA 88 3C8 SPA. ISTINGW°I
0 I m EXISTIN�,� PAD pPot 3BORCH t _I
n a SEC I N _IS TWO-STORY
oe p RSM I e
GARA'- I o EXISTING 9 a
P
9 I NO FLOOR 6.1
Y BRCK .WOOD DECK X 1 POOL °i' eb 116.45
O 9.
O3813 339 169 a8. ( bt®K
DRICK 6 E pool eb E I 11tlG
Iii I A b Pani
WOODSTEPS bbbSlll�YYyb COVER.'_ �5 BRICK NOTES
--
cow @iF -
i
I oop
I
Q :4 CONCRETE WALK .
N
Yl AO I
I <I o
I ml.
lotz g l III w
y I F
x 4
II o� i
STONE
I I I I
I I itI18 I
STONEWALL
BRICK _
1• I I
LOT 2 I -ILPR
I TING POSE
STORYE K & BF
DO NOT MEASURE DRAWINGS
NOW ARCEIrf= OF MY AM AM
PRIOR TO NOW
1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER
THE DIRECTION OF THE EXISTING / NATURAL
WATERSHED OF THE PROJECT PROPERTY.
2. NO ADDITIONAL WATERSHED SHALL BE CREATED
DIRECTING WATER TOWARD THE. EAST (OCEAN).
3. NO NEW WATERSHED SHALL BE CREATED DIRECTING
WATER TO ADJACENT PROPERTIES.
4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED
BY AN APPROVED CONSTRUCTION.! BARRIER.
5, NO STORM WATER SHALL BE DIRECTED ONTO DUNE
SYSTEM F BEACH OR ONTO ADJACENT PROPERTIES.
6, REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR
ADDITIONAL INFORMATION.
GENERAL NOTES
1. STRICT ADHERENCE TO 62.B-33.05(12) P.A.C. WILL BE.
REQUIRED AS IT RELATES TO INSTALLATION & TESTING
OF ALL EASTERLY -FACING LIGHTS,
2. THE EXTERIOR LIGHT BULBSSHALLBE A MAXIMUM OF
30 -WATT AMBER L.E.D.
3. BLACK BAFFLES ON ALL FIXTURES.
4. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION
OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS.
CONTRACTOR TO. CALL ENGINEER FOR REVIEW OF
SURVEYED DATUMS PRIOR TO COMMENCEMENT OF
FOUNDATION WORK,
1 I I
a
�!�11j1 I'll+l
wnn,, I
WINDOW NOTE:
w�D
STONEWAL
I
1
Dy
1
uxo IRON
PI ELD 1oae
TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY WINDOW
I (
srDrvE
IS83°20'30"W .68'
231,93'(IRON TO IRON) I
I
I
& LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING.
LS 3293
I
an�,1
i
WOOD POWER POLE
I
I
I
ORDINANCE FOR MARINE TURTLE PROTECTION
-
9
�
I
ELEVATION 16.81
°ALK 1
m
GENERAL NOTE; -
Dp I
ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
,.(
-
NAVD 88
EmK
I
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATU
DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO
o
SOUTH I/2
la
I
1 SOUTH 112 I
- I
LOT3
i
'LOT 1 I
C
CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO
w
o
I 1 1
I 1
mIm I
COMMENCEMENT OF FOUNDATION WORK.
I. LOT4
F{.
�
OUND
62 IRON PIPE
CONCRE
BULKHEAD
4N
8o
Z. H----� 300 30 1306 ifi2 I 1012 16.49 50 .°.52 T �O
Ao sn� eRlcnro �„ lalg bta ib�n 1163 s, NORTH 1/2 I 1 16.x6 34> e4s.heealcK T` Kwan ).0 �11�9�ocKif
no �J15 eRlcrc NORT 1H I'26e . a , LOT , , eb
m 14.6 1 9 Ddb 9 s u' 34.96' TO CCCL LOT 4 . -_ a9 �4y�6 - 1z !
6 1 9 L
+ .i�. '80 391 3
3 92
1A ,955 IS 42. • +' ah I 't.6.
� t
D v
11 Q 1 Q
urn
SECTION
1ss
0
,"P4u3i 1°580 i a ,�,��9 I
DUNE GRASSES i m >" Is.7
i +35
s6 I
W�D I I I
1295 ''168 1 .100 .110 351 359 3b9 366
BENCHMARK
. �'
'@\I...
,nB `F trz I
°o S111N,
wnn,, I
I143.9'I
261.68'
w�D
STONEWAL
FouND
vz"IRON vtPe
I
u
♦ + '13.1'`5.3 14.4 14.1 I8 1
eve°� _��2 393
38
MAGNA AND DISC
LB 3672E SIDE OF
uxo IRON
PI ELD 1oae
I
I (
IS83°20'30"W .68'
231,93'(IRON TO IRON) I
DECK
I
-
LS 3293
I
an�,1
i
WOOD POWER POLE
NORTNING:P16.SAS
EASTING:531169.] ��-
I
-
9
I
ELEVATION 16.81
m
,.(
-
NAVD 88
o
SOUTH I/2
la
I
1 SOUTH 112 I
- I
LOT3
n
'LOT 1 I
I
w
o
I_
mIm I
I. LOT4
I
I
rri
I
4N
8o
o
Olmo I
i
II
I%
EASTERLY LINE OF I
=IA
AS SHOWN PE PLOT
'
1
I
r, ,,xA 5n
I
,•f I
9 1-
ZIIo
Z
6.6 t5'aasw
t6np pl"9ap0�a9p'"ont
FOUND
i/2"IRO
Im
I
C <
ANGLE POINT
OPPOSITE R-51 y
DI
These niters are copyrighted and protected under Section 102 of the A ch tett rd. fths Upyighl Protection
Ad of 1990. The copyright prolectians apply to the overall. farm of lh slruclures, the mran9emen1 and
composition 6t. Spaces, the materials and selections, aid S11 other elements of the d66icpl Unaalhcrind ese of
these -Wid,i can result in substantial uWid and civil liability.
18321N PIPE m I Q
1 I ( m
SIXTH STREET
(40' RIGHT-OF-WAY. PAVED PUBLIC ROAD) I I
) `I
EROSION CO
( i / PLAT BOO Np GL LINE
!� K 35, E 59 & 598
A SITE. PLAN - C.C.C.L. DIMENSIONS
A6.toA Scale: 1116" = 1'-0 DEP SUBMITTAL
WIN
m�
N U 3
N cv
COi-,SULTnNTS:
STRUCTURAL:
LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
U.S.A.
PH: (904)242-0908
WEBSITE: ~.Ip-axom
REVIS ON DATE
DEP SUBMITTAL 10/02/78
CH E S SEAL
/
AD. FILE
C
4.�
�NO
sAS BHOWN
II SMZ usER I
.LEGAL DESCRIPT,ON:
O11 E
DEP SUBMITTP.L
PROJECT NUM ER
18-10-_
RENOVATION III
ATLANTIC BEACH, FL
HUDSON
RESIDENCE
SITE PLAN
C.C.C,L.
DIMENSIONS
/AOn OA
THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS.
ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT.
SOILS. CALCULATIONS:
PILINGS: 5 CU. YDS
TOTAL: (1) 5 CUBIC YARDS OF SOIL TO BE DISTRIBUTED. EQUALL
DEP NOTES
DEP NOTES (CONTINUED)
THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE
ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL
STANDARDS ESTABLISHED IN SECTION 6213-34 FLORIDA
MEET THE REQUIREMENTS CONTAINED IN SECTION 628-34, FLORIDA '
ADMINISTRATIVE CODE
ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE
- - -
TURTLE PROTECTION.
THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN
-
ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-98 MINIMUM DESIGN
ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE
LOADS FOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND
SHALL BE SEGMENTED INTO F X5' MAXIMUM SIZE PANELS
THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED
OF 120 MPH.
ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE
COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P.
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
ALL ELEVATION DATUMS ARE FOR. REFERENCE ONLY. SEE
USE. INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN
THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER
ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DESIGN LOADS.
GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE
FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE
(SEE STRUCTURAL PLANS)
ABOVE.
1 I
ala mla k�a
5 al wl zl 0.
b T
w LOT 4' � LOT 3 =m LOT 3
NORTH 112
wl. r 216:G2'.TO EXISTIN1111 et;
�I I pl_ 158.48 TO. NEW DECK STAIRS 1 1
WINDOWNOTE: -
U
1561 ' TO BALCONY I
3
- - -
N
1557' TO BALCONY [
ORDINANCE FOR MARINE TURTLE PROTECTION
o
147.54'. TOG NERAL PERMIT
ALL ELEVATION DATUMS ARE FOR. REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUIV
145.22
TO 2ND LR.WALL BUMP
1 I
93.74' TO PORTICO
n
.53.98 TO POR(:H
RDOF
= ROOF RIDGE
C F
N
EL N.A.V.p. 51.06'
nl of LOT 2
Q q
TNG
HOUSE---_
o)
W
- -
LL1 ¢ I
RydsT.
CONST.
IN_ E�
ONST.
W
HUDSON RESIDENCE
o
LEXISTINGHOUSE
EXISTING CARRIAGE
HOUSE
I
1
z SECOND FLOOR SLAB
i I
_ b
_
_ -
-
EL N A.V.D.28.69'
-qIyON
EL. 15,0' I f
E .14.0'
I I
EL. 14.0' EL 14.0'1
EL. 13EL. �20'
EL.
L. 14.01T
EL 2A3:0'
A.EL, 2.1
EW DEC I TTEL,1110'
FIRST FLOOR SLAB
EL. 11.0'
L. 111.0'L.10.0'
E .10.0'
EL. 9.0'
r DEN SLAB
L. 8:0'IsEL.
�
j EL. N.A.V.D. 17.05'
I 11
I
I
GARAGE SLAB
EL. N.AV.D. 9 5.10'
3
r
3
i. -Then roateriols are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection
Act of 1990 The copyright protections apply to the overall farm of the sWclure% the arrangement and
composition of spaces, the maladols and odec(ions, and oil other elements of the design. Unauthorized use of
these molerldl can result in sutetarfiol criminal and cidl liability.
DO NOT MEASURE DRAWINGS
MFF Ali' OF MY AM AU DISCRWANCIll
NOTES
1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER
THE DIRECTION OF THE EXISTING / NATURAL
WATERSHED OF THE PROJECT PROPERTY.
2. NO ADDITIONAL WATERSHED SHALL BE CREATED
DIRECTING WATER TOWARD THE EAST (OCEAN).
3. NO NEW WATERSHED SHALL BE CREATED DIRECTING
WATER TO ADJACENT PROPERTIES.
4. ALLAREAS UNDER CONSTRUCTION WILL BE PROTECTED
BY AN APPROVED CONSTRUCTION / BARRIER.
5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE
SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES..
6.REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR
ADDITIONAL INFORMATION.
GENERAL NOTES
L. STRICT ADHERENCE TO 82.8-33.05(12) F.A.C. WILL BE
REQUIRED AS IT RELATES TO INSTALLATION & TESTING
OF ALL EASTERLY -FACING LIGHTS.
2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF
30 -WATT AMBER L.E:D,
3. BLACK BAFFLES ON ALL FIXTURES.
4. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION
OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS.
CONTRACTOR TO CALL ENGINEER FOR REVIEW OF -
SURVEYED DATUMS PRIOR TO COMMENCEMENT OF
FOUNDATION WORK. -
EXISTING BULKHEAD -i.
A -A SITE SECTION rA-A' - C.C.C.L. DIMENSIONS
Ao.11A Scale: 1(16'=1'A DEP SUBMITTAL
i
M
� _ m
Y
Ia'co mm
an
v O is Y
� 3
� V
a �
oNSULTANTS:
cSTRUCTURAL:
LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
U.S.A.
PH: (904) 242.0908
WEBSITE:. wwlp-a.mm
.REVISION: DATE
DEPSUBMITTAL iCr02/18
ARCHITECT'S SEAL
(TY r
x
rAS SHOWN
C4OD SE D
smz
GAL D CRIPTION:
PROJECT PHASE:.
DEP SUBMITTAL
Me18-90--_'
RENOVATION
ATLANTIC BEACH, FL
HUDSON
RESIDENCE
SITE SECTION 'A -A'
C.C.C.L.
DIMENSIONS
a1 1
WINDOWNOTE: -
TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY. WINDOW
- - -
& LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING
ORDINANCE FOR MARINE TURTLE PROTECTION
GENERAL NOTE:
ALL ELEVATION DATUMS ARE FOR. REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUIV
DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO
CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO
COMMENCEMENT OF FOUNDATION. WORK.
C F
N
nl of LOT 2
o
X
o)
W
z
0 Z¢
Z W W
W �
I
W
HUDSON RESIDENCE
LEXISTINGHOUSE
631 BEACH AVE..
I
1
ATLANTIC BEACH, FL. 32233
i I
NEW CONSTRUCTION
EL.
-qIyON
EL. 15,0' I f
E .14.0'
I I
EL. 14.0' EL 14.0'1
EL. 13EL. �20'
EL.
EL0'
EL 2A3:0'
A.EL, 2.1
EW DEC I TTEL,1110'
EL. 11.0'
L. 111.0'L.10.0'
E .10.0'
EL. 9.0'
L. 8:0'IsEL.
6.0' ..LEL•. 4.0'
EXISTING BULKHEAD -i.
A -A SITE SECTION rA-A' - C.C.C.L. DIMENSIONS
Ao.11A Scale: 1(16'=1'A DEP SUBMITTAL
i
M
� _ m
Y
Ia'co mm
an
v O is Y
� 3
� V
a �
oNSULTANTS:
cSTRUCTURAL:
LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
U.S.A.
PH: (904) 242.0908
WEBSITE:. wwlp-a.mm
.REVISION: DATE
DEPSUBMITTAL iCr02/18
ARCHITECT'S SEAL
(TY r
x
rAS SHOWN
C4OD SE D
smz
GAL D CRIPTION:
PROJECT PHASE:.
DEP SUBMITTAL
Me18-90--_'
RENOVATION
ATLANTIC BEACH, FL
HUDSON
RESIDENCE
SITE SECTION 'A -A'
C.C.C.L.
DIMENSIONS
a1 1
THIS RENOVATION REQUIRE$ NO CUT AND FILL MODIFICATIONS.
ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT.
PILINGS: 5 CU. YDS
ITOTAL: (�7 57CUB-IIC YARDS OF SOIL TO BE DISTRIBUTED EQUALLY
NAIL AND DISC
�372 W EDGE1ATION 14.00
FOUND
Ninp00AARKIL
IRONE
AND SC 1UND 1/2"
PIPE LB
SIDE qF
1048[ON
16.81
EASTING:531154.7SOUTH
1/2
|
n
�NAIL
& DISCU3
100EASTING:531150.3
3672
IN SECTION 628-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 626-34, FLORIDA
ADMINISTRATIVE CODE
4.8' 0.7'34.97
TURTLE PROTECTION.
THE MAIN WIND FORCE
ACCORDANCE WITH SE'
-'TO CCCLBRICKEXISTINGSEC
LOADS FOR BUILDINGS
AND OTHER STRUCTURES TO WITHSTAND SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS
THE WIND LOADS ASSOCIATED
VIATH A MINIMUM BASIC WIND SPEED
ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE
OF 120 MPH.
COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P.
THE COMPONENTS AND
CLADDING HAVE BEEN SELECTED AND THEIR
USE INCORPORATED INTO
THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER
ACCORDANCE WITH THE
SECTION 6 OF THE MINIMUM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE
FOR BUILDINGS AND 0
STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS)
I
DN-
TWO-STORYARAGE0
VF
F10,00BRICK
6'WOCD FENCE
BRICK
FSPAEXISTING
]tRCH
EXISTING
POOL
EXISTING
NORTH 1/2
LOT 3
0.0
/R{]N T() /�{]kJ)
| ' �— -` '
| /
| ' /
|
| /
| �
SOUTH 1/2 | ^ / | 1 �
. /or°
�SITE PLAN
NOTES
1, NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER
THE DIRECTION OF THE EXISTING / NATURAL
WATERSHED OF THE PROJECT PROPERTY.
2, NO ADDITIONAL WATERSHED SHALL BE CREATED
DIRECTING WATER TOWARD THE EAST (OCEAN),
1 NO NEW WATERSHED SHALL BE CREATED DIRECTING
WATER TO ADJACENT PROPERTIES.
�4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED
BY AN APPROVED CONSTRUCTION / BARRIER,
5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE
SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES.
6 REFER TO LANDSCAPING I HARDSCAPE DRAWINGS FOR
DO NOT MEASURE DRAWINGS
PMR TO CONSTRUCTI(M. MM GENN" Nom
GENERAL NOTES
I . STRICT ADHERENCE TO 62.B-3305(12) F.A.C. WILL BE
REQUIRED AS IT RELATES TO INSTALLATION & TESTING
OF ALL EASTERLY -FACING LIGHTS.
2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF
30 -WATT AMBER L.E.D.
3. BLACK BAFFLES ON ALL FIXTURES.
4, ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION
OF DATUM DESIGNATIONS &APPROPRIATE ELEVATIONS.
CONTRACTOR TO CALL ENGINEER FOR REVIEW OF
SURVEYED DATUMS PRIOR TO COMMENCEMENT OF
FOUNDATION WORK.
ADDITIONAL INFORMATION. I WINDOW NOTE:
/
'
/
/
' LOT
EXI TING
TWO STORY
RESID4NCE #631
TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY WINDOW
& LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING
ORDINANCE FOR MARINE TURTLE PROTECTION
GENERAL NOTE:
ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM
DESIGNATIONS &APPROPRIATE ELEVATIONS. CONTRACTORTO
CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO
COMMENCEMENT OF FOUNDATION WORK
0 CONCRETE WALK
Ga
an Ev
LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
PH: (904) 242-0908
DEP SUBMITTAL 10/02118
ARCH—CT'S SEAL
es
PRO—T PHASE:
11Ss SUBMITTAL
RENOVATION
ATLANTIC BEACH, FL
HUDSON
RESIDENCE
SITE PLAN
DEP NOTES
THESE PLANS ARE DES
DEP NOTES LCONTINUED)
GNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES V151BLE FROM THE OCEAN SHALL
STANDARDS ESTABLISHED
IN SECTION 628-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 626-34, FLORIDA
ADMINISTRATIVE CODE
ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE
TURTLE PROTECTION.
THE MAIN WIND FORCE
ACCORDANCE WITH SE'
RESISTING SYSTEMS ARE DESIGNED IN
TION 6, ANSIIASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE
LOADS FOR BUILDINGS
AND OTHER STRUCTURES TO WITHSTAND SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS
THE WIND LOADS ASSOCIATED
VIATH A MINIMUM BASIC WIND SPEED
ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE
OF 120 MPH.
COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P.
THE COMPONENTS AND
CLADDING HAVE BEEN SELECTED AND THEIR
USE INCORPORATED INTO
THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER
ACCORDANCE WITH THE
SECTION 6 OF THE MINIMUM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE
FOR BUILDINGS AND 0
STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS)
ABOVE
�HER
6'WOCD FENCE
BRICK
FSPAEXISTING
]tRCH
EXISTING
POOL
EXISTING
NORTH 1/2
LOT 3
0.0
/R{]N T() /�{]kJ)
| ' �— -` '
| /
| ' /
|
| /
| �
SOUTH 1/2 | ^ / | 1 �
. /or°
�SITE PLAN
NOTES
1, NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER
THE DIRECTION OF THE EXISTING / NATURAL
WATERSHED OF THE PROJECT PROPERTY.
2, NO ADDITIONAL WATERSHED SHALL BE CREATED
DIRECTING WATER TOWARD THE EAST (OCEAN),
1 NO NEW WATERSHED SHALL BE CREATED DIRECTING
WATER TO ADJACENT PROPERTIES.
�4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED
BY AN APPROVED CONSTRUCTION / BARRIER,
5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE
SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES.
6 REFER TO LANDSCAPING I HARDSCAPE DRAWINGS FOR
DO NOT MEASURE DRAWINGS
PMR TO CONSTRUCTI(M. MM GENN" Nom
GENERAL NOTES
I . STRICT ADHERENCE TO 62.B-3305(12) F.A.C. WILL BE
REQUIRED AS IT RELATES TO INSTALLATION & TESTING
OF ALL EASTERLY -FACING LIGHTS.
2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF
30 -WATT AMBER L.E.D.
3. BLACK BAFFLES ON ALL FIXTURES.
4, ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION
OF DATUM DESIGNATIONS &APPROPRIATE ELEVATIONS.
CONTRACTOR TO CALL ENGINEER FOR REVIEW OF
SURVEYED DATUMS PRIOR TO COMMENCEMENT OF
FOUNDATION WORK.
ADDITIONAL INFORMATION. I WINDOW NOTE:
/
'
/
/
' LOT
EXI TING
TWO STORY
RESID4NCE #631
TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY WINDOW
& LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING
ORDINANCE FOR MARINE TURTLE PROTECTION
GENERAL NOTE:
ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM
DESIGNATIONS &APPROPRIATE ELEVATIONS. CONTRACTORTO
CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO
COMMENCEMENT OF FOUNDATION WORK
0 CONCRETE WALK
Ga
an Ev
LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
PH: (904) 242-0908
DEP SUBMITTAL 10/02118
ARCH—CT'S SEAL
es
PRO—T PHASE:
11Ss SUBMITTAL
RENOVATION
ATLANTIC BEACH, FL
HUDSON
RESIDENCE
SITE PLAN
�'apisighted
and protooled under $actfaa 102 of the ArchitWural Works Copyright ProtectionAct
of 1990 ' The copyright protections apply to the overall form of the stinclures. the arrangement andcomposition
of spaces, the materials and
selections, and oil other dearesto of the design Unauthorized use ofthe.
ra.terful, no. result Is subabankid crianined and civi liability.
6'WOCD FENCE
BRICK
FSPAEXISTING
]tRCH
EXISTING
POOL
EXISTING
NORTH 1/2
LOT 3
0.0
/R{]N T() /�{]kJ)
| ' �— -` '
| /
| ' /
|
| /
| �
SOUTH 1/2 | ^ / | 1 �
. /or°
�SITE PLAN
NOTES
1, NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER
THE DIRECTION OF THE EXISTING / NATURAL
WATERSHED OF THE PROJECT PROPERTY.
2, NO ADDITIONAL WATERSHED SHALL BE CREATED
DIRECTING WATER TOWARD THE EAST (OCEAN),
1 NO NEW WATERSHED SHALL BE CREATED DIRECTING
WATER TO ADJACENT PROPERTIES.
�4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED
BY AN APPROVED CONSTRUCTION / BARRIER,
5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE
SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES.
6 REFER TO LANDSCAPING I HARDSCAPE DRAWINGS FOR
DO NOT MEASURE DRAWINGS
PMR TO CONSTRUCTI(M. MM GENN" Nom
GENERAL NOTES
I . STRICT ADHERENCE TO 62.B-3305(12) F.A.C. WILL BE
REQUIRED AS IT RELATES TO INSTALLATION & TESTING
OF ALL EASTERLY -FACING LIGHTS.
2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF
30 -WATT AMBER L.E.D.
3. BLACK BAFFLES ON ALL FIXTURES.
4, ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION
OF DATUM DESIGNATIONS &APPROPRIATE ELEVATIONS.
CONTRACTOR TO CALL ENGINEER FOR REVIEW OF
SURVEYED DATUMS PRIOR TO COMMENCEMENT OF
FOUNDATION WORK.
ADDITIONAL INFORMATION. I WINDOW NOTE:
/
'
/
/
' LOT
EXI TING
TWO STORY
RESID4NCE #631
TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY WINDOW
& LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING
ORDINANCE FOR MARINE TURTLE PROTECTION
GENERAL NOTE:
ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM
DESIGNATIONS &APPROPRIATE ELEVATIONS. CONTRACTORTO
CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO
COMMENCEMENT OF FOUNDATION WORK
0 CONCRETE WALK
Ga
an Ev
LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
PH: (904) 242-0908
DEP SUBMITTAL 10/02118
ARCH—CT'S SEAL
es
PRO—T PHASE:
11Ss SUBMITTAL
RENOVATION
ATLANTIC BEACH, FL
HUDSON
RESIDENCE
SITE PLAN