Beach Avenue 1637 l
MAP SHOWING SURVEY OF
ALL OF LOT 8 AND A PART OF LOT 9 , NORTH ATLANTIC BEACH UNIT NO. 1, R-C-B-S
CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH A PORTION OF DEWEES AVENUE
CLOSED BY DEED BOOK 1319 PAGE 427 OF SAID PUBLIC RECORDS, ALL BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS : FOR A POINT OF BEGINNING COMMENCE AT THE
SOUTHWEST CORNER OF SAID LOT 9; 'THENCE NORTH 04035127" WEST ALONG THE
EASTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH
ROADWAY, A 30 FOOT RIGHT OF WAY AS NOW ESTABLISHED) A DISTANCE OF 16 . 38
FEET; THENCE NORTH 8.1056133" EAST A DISTANCE OF 202 . 03 FEET TO THE EROSION
CONTROL LINE FOR DUVAL COUNTY AS RECORDED IN PLAT BOOK 35 PAGE 59, 59A AND
59B OF SAID PUBLIC RECORDS; THENCE SOUTH 0505310611 EAST ALONG SAID EROSION
CONTROL LINE, A DISTANCE OF 18 . 92 FEET; THENCE CONTINUE ALONG SAID EROSION
CONTROL LINE, SOUTH 04014 ' 24" EAST, A DISTANCE OF 52 . 39 FEET TO THE SOUTH
LINE OF LOT 8; THENCE SOUTH 83023114" WEST, ALONG SAID SOUTH LINE OF LOT 8,
A DISTANCE OF 194 . 55 FEET TO SAID EASTERLY RIGHT OF WAY LINE OF BEACH
AVENUE; THENCE NORTH 13000158" WEST, ALONG SAID EASTERLY RIGHT OF WAY LINE A
DISTANCE OF 50 . 11. FEET TO THE POINT OF BEGINNING.
A TLA N T I C OCE AN
S.05053'06"E.
EROSION CONTROL LINE AS PER PLAT BOOK 35 pa es
FOUND 1/2"IRON p 9 59,59A and 5 98
PIPE L.B,3678 �O. 92 J.04Q14'24"
E. 52.39
, N
ro IRON
FOUND 1/2"IRO
(S.05°06' 55"E. 71.40' IRON PIPE, NO CAP
�
L o r 1 0
COASTAL CONSTRUCTION CONTROL LINE
S.06°16'54 E. 77.75'
5.86°44'00 W. I S.06016'54"E. 70.02'
7.00'
L7 D.N.R. MONUMENT ~~
No. R-48
L o r 9 FLOOD ZONE " VE "
N L 0 T B
m
o �
m N FLOOD ZONE " X"
--.0 WOOD O c N
O STEPS O
QN
O O v 25.6 tO
N N 17.6' 14 4' " NOTES:
U o THIS IS A BOUNDARY SURVEY.
o u W NO BUILDING RESTRICTION LINE AS PER PLAT.
w TWO STORY N " BEARINGS BASED ON A LINE BETWEEN D.N.R. MONUMENTS
LLi
N FRAME N
No. R- 45 and R- 46 A5 PER THE COASTAL CONSTRUCTION ,tit
RESIDENCE CONTROL LINE FOR DUVAL COUNTY, FLORIDA,
11J No.1637 3 PROPOSED COASTAL CONSTRUCTION LINE NOT LOCATED.
16.8' 8.5' 6.or. 5.6 N a
wM
(� Q, _ C N
10
.� wi D.B' fl) °
rn
6.0 6.0' , v7
0 0_ a x 5.7
DEWEES AV � w qU m ai
CLOSED BY DEED BOOK 3�9EPoge 42T OD U oa
z U 3 4
Z U
p Wx
1- N W
UCL
4
W 3 BRICK ti q
N x q STEPS ti ;
ti s-J a 7.3 13.3'a
N O Q 3 O
U, qU 4
U, O C6 W
9.3 19.0' � $a
_ 3
w �
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in in vl �
Q 6.4' N N 5.0' 0.6'
M Qa A,
Two
LEVEL FRAME Oa
RESIDENCE f 3° O
o ^ 0.2' v
N
CONCRETE o
STEPS GARAGE
N
O.3'
CONCRETE
FOUND I/2 IRON 4�II DRIVE v
PIPE L.B. 3672 SET P.K.NAIL and 50- 11 L_ I-;-), /�/p II2'Iq rsl.42'
16.38 DISC L-8.3672 --� F C,6 O6j2(��
N.04035'27- N. I3°00'58 5335
POINT OF BEGINNING Ppp
BEACH AVENUE L.Q46D �IV S
o,o1J
3138.,
30' R/W PAVED 4,9 ,
(FORMERLY GARAGE APPROACH ROADWAY) FOUND
'y
CON
C"e-I NO F
Pp���NO
� l
0�
THE PROPER'L'Y SHOWN HEREON APPEARS 'IC7 LIE IN FLOOD ZONE "X" AND "VE" AS WELL AS CAN BE I REREBY CERTIFY 'I10 CLARENCE GARNE'IT AND ELEANOR J. ASIITTY '1`IAT I HAVE SURVEYED T11E LANDS
DETERMINED FROM 'TELE "FLOOD INSURANCE RATE MAP" FOR ATLANTIC BEACH, FLORIDA. AS SHOWN IN '111E ABOVE CAPTION AND 'ITIA'1' 'Ill.-IS MAP IS A 'TRUE AND CORRECT REPRESENTATION
OF' `111AT SURVEY AND 'T'HA'I' THE SURVEY REPRESEN'T'ED HEREON MEETS T1IE MINIMUM 'TECHNICAL, STAND-
g, ARDS OF 'ITIE FLORIDA AL-k1LNISTR11'1'IVE CODE CHI1 PER 21---HH-6 AND 'TETE FLORIDA LAND TITLE ASSOC
J U L 211992
BUildil-19 and Zorlin
THIS SURVEY NOT VALID UNLESS DONN W. BOATWRIGHT, L S.
SEALED WITH AN EMBOSSED SEAL FLORIDA REG. LAND SURVEYOR No. 3295
OF SURVEYOR "Eb HEREON _ _ _
1. 1M C C BOATWRIGHT LAND SURVEYORS INC. DATE: JULY 20 1992 SHEET 1 0F!
SCALE 1 20 _ FILE:92-475 DRAWN BY 7
1711 5th_ STREET SOUTH, _ JACKSONVILLE BEACH,f FLORIDA 241 - 8550
i
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i n'Cr�.ter a
f (� General Notes, & Aesl>� For Mabry Davoomant i
7
1 CQDES: ..
1 TIC NDS,: AWPA. APA ear Pr ssure.'. . . . . 2800'FSF : .
Standard Building,, ACI-318). ACI A . . , Allowable Sail Bearing e
(.Latest Edition) ,
W a
w
^r .
t`bs
• rte. .Soil wi:thxn �; mx:nimum: of five feef, of add�.t;�,on .l >*:lts mus
. !
cam act to 9 %: aF. Standard .Proctor Fo.at%n . must-also ar..` ,
2. LIVE :LOADS: P ed. .
,.
:e e' al :coni racccir' 'shall;
on ro erl • com:•acked material :.Tho n..r
y: P
P. P f -
_. � -= 0 SF: a nd s:oil :tesi"i laborata�, c�`
X Z .w F p }1 d ►
-, - -.: ;. �: : . ROOF'..LIV,E LqA . .:. •Tqp -Chord . . . . � . . . . .. . . . . 2 .,k . hire and pay .frac-• ind..pe. �n�. 0$ Y,
_ � _ -�: - Ftp
_ t G
P arc-,ade`u e hci 1;
i 1.
..�. . -_ ..- .,": - ��• . .. . . . . . . . . . . . 0 S� insu th t the`s artan ,.,'soil/`f�.`l;1at sa -•.�
....��� ,.i ; FLOOR LIVE LOAD. . . x� � .uPP .C. q y•
.-- w. -i _ — x _ _� _ .
- . - - r I c >'r the design ,'load'
w a y . d g s.•..
_ - - 3. 'WIND LOADS: (110 .mph zone)
a
cc BASIC VELOCITY PRESSURE .. . . . . . . . . ... . ... . . . . , . . . 28 PSF
5• TEMPORARY BRACING & SHORING:
4. MA B I XLS,, p P y
T � A Contractor shall be res onsib�l� fora all t=��i ox.ar b><aC�;rt �---
` � - N and shoring that is. required _during..construFtion.`•to keep
Z
IZplumbc rs ein
e e i e .stru
Ganerete (normal weight 28 days) struct xe •Sa n. - _
t � s i<re a d. until.. the: nt f
-- _ _, d Footings . . . . . . . , 30Q0 PSI
lace. :Bracin s owrr on rawirt s fox tie com feted stru xure i
Slab: on Grade an g
ani�r. Requ1> e empor.ary''shoti.ng ),s knot ;;hbtrn ori`rhe d awisigs - .
) t or
Reinforcin ASTM AB15, G>•. 60 ( La 30 bar diameCer.s :
g: p and the conTact s fully, i:e.sponsible for"prgv:id�.ng'•l.k.
Hollow CMG ASTM' C90,- Type Il
_. . �. F -- Masonry Mortar: ASTM :C270,. Type ��M�� APPROVED
r.{ _... - : �:_.�.. w .. _ _� M �� _... CITY OF ATLANTIC BEACH
L - - �. - -- ` 7 BUILDING OFFICE (/i�
..- - Anchor' Bolts: ASTM .A30 1:y '
JUL 2 199
Lumber`: Wood construction in accordance with Chapter 17
r
of. the Standar cl Building Code. -
i
i i I a - C 19 No. 2
5Guds: Spruce p.{ne 1!ir., M
it ' 1 0.th.er & Multip:�e Studs: Southern - Yellow - Pine,
1 } E 1 MC 19, eta.: 2 M ,
� . Plywood: 5/8" APA: C-D 24% INT with exterior..glue
!
(QX) or engineer approved equivalent
° 1for sheathing a panelsfor
Fer"
� a eat 1/2
_ ; oofs� I wallrsheathing:,. $ nd
" o centers of .su orted ed es and /
Nails:' -8d b n g.
t. JUL 17 1992 I I N X14 PP
I@ 12 on intermediate' supports.
gllllf�lil and Zoning •. ' n 'so " orapproved .-equal
g Y .� .� Framing Anchors: Noted an plans. by Situp n ,
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General
Notes 5 liesivit Criteria Fur Mabry Levelu�.r,ent.
_
7 f
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Y
Standard Building, ACI-318, ACI-531 , ATIC, tills, AW;FA, APA Allowable Soil Learing Fr(�s.sure. 2600 P5F
(Latest Edition).
1
'Sail �+ithit:' a •�i�tirsur� o,f
five feet of a�i:litict ir�its r.:uSC be
r T j 111 I 2.. LIVE TX ADS ccrapacted to 957. of Standard Proctor. footings liiust also- Bear
.Top- Chord . . . . . . . .. . .. . . . . : . .. �U rSF
on properly cuiJpactc:d material. 'lh�: general cOiaCrac.t0r shall
. ' • .re and a for ali independent soil testin IaboraCQr to
011I). , . . . . . .. . . . . : . : . . . insure tha the su grtin s,�f
� kW y 0� 1.
L1V L „� r5F t pp g soil/f Ill are adequstu to ely
carry
ti�e'design_.loads•
_ I .1, ' 3. WIND LOXDS: 010 -mph 4one) 4 .
BASIC VZLOCITY HESSVRE. . . . . . . . . ... . . . . . 28 i'S1: 5. 'fHt-iPUFURY BRACING & SRQRItiG:
2.
p �siblt3 for all tu�porary bracing f �.
-r - --
IT
Gasitractor shall Le xesct
' and shorin that is req uired durit? ronstr 'ction to uc e
(normal weight 28 days): 1 structuresgsafa safe- and, plumb until the entira s r .ctur4s ark i
Slab on Grade and Footings ��
3000, PSI � A�
w.a . . . . , , g b for t1he, coc�pluted structure: F
c�.. 13racin shvwii uh drawings is-,..
g' pla
only. hequixe�t ��:�p0rary shoring is not sl;uwn wti thc� drawings
Reinforciaig: ASIM A613, Gr. 60 ( Lap 30 bar diameters } "Uld, the ccntractar is fully responsible for pruvidin it, 1Y_
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I
.
110�r Gi Y:d G gI -
Maswry Mortar. AS 0370, ryl e. M.
_
rAnchor Halts: ASTM A307 C�TsOF
�.o1NGNOFFI
BEACH
Lumber: Wood in accordance with Ch p er 17 99�JULp
_ ---- .
....._..�
of the Standard Building Cuda. .
studs; Spruce .- pitta - Fir, iAC 19, No. .'Z
0thwr & Multiple Studs: Southern - Yellow - Pina, 1s��vr� ►� '�
MC 19, No. ? r '
l { , Ply-wuud: 518 APA C•U 2+).1. IyT with exterior glue
I 1 I 1 roved et ui�aletit
_ � -- � (C .'C) app � 1 -• a ' - ,
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.. �. _ 1). or a gic�eer I 1 • �� � .. r+ \ � ��' ��' � ,. ..
Ir mmr = fur roof sheathing and 1/2 'Panels for �
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w
♦ e
wall sheathin
,• Nails: dd 4 6" on centers 'of supported edges and
n @ 1? on intermediate supports. „ r C -
` ' r !W t ✓�� .. ' �.- .� , ' r Framing Anchors: hotzd cn plans by "5itapsOtY" yr approved equal
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Building and 'Lur�rn` '� a�� �.� � A,-� _ _. .
5
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