Plans 493 Main St (vault) 7
09
9T
9--
7�
MAP SHOWING SURVEY OF:
LOT 2 AND THE NORTH 35 FEET OF LOT 3, BLOCK 125, SECTION "H-,
ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34, CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
SIXTH (6th) STREET WEST
50' RIGHT-OF-WAY PAVED
FOUND MAG NAIL & DISC (LB
3672) NORTH OF CURB INLET
BENCH MARK
ELEVATION=7.63 (NGVD 1929)
Go
a LOT 1
p
0
z LOT 1
FOUND 1/2- IRON
PIPE (NO CAP) SET 1/2" IRON FOUND REBAR
3.0' WESTERLY PIPE (LB 3672) N89*02'00"E 102.00' 8.3 8.3 (ASSOC.)
7.41 75 A
7.3 0 -X-A-X-X-X-X-X-X-X-X-X-X-.X-X-X-x
7.16 FE�Nq'f� -
qll� -% 2,4,
< 1.6, oi 1.5'
7.7 x, 12.S ;q
20.9' 23.5' cli 13.51 8.58 8.50 -0 X
ry I.-- ol
TWO STORY FRAME 8.2.x 0
0 CONCRETE DRIVE 14 WITH VINYL SIDING 8.4
cs
x ri 8.68 x 8U'13�
3: 7.31 < x
L8 0 x 7.66 8.49 RESIDENCE NO. 493 2.4'
8 ri 2
Lti 13.r FINISHED FLOOR ELEVATION-8-87 9.4'
0 0 00 Io 20.8' FINISHED FLOOR GARAGE-8.59
8-c - . 8.84 LOT 2
8.2C� 8-1'8.1 lg.r Im Wx
x 0.4 0 -
8.42
2' Lfi
10- 22.5' w
< EE 7.16 7.22 3" PVC PIPE oc) L'
I I q 7.8 8.2 OR <8.3
0 x 6.98 , 0 0 8.26 8 ) -* .58 X8.51
C-4 cli x
ul 0 8.49 K 8.20 8.21 LLJ
- INV. 7.50 INV. 7.57 x 8.2 810 x
r 1.4' L T 2
w 6' 7.8-
a. 8.36 36.0' -P
5.33 x
-w ro 0 7.6 7.9 - I
to
z SH 0 F4
'd . 4
6.79 var . -7��
1-8 7. 8 76 00 8.58 X* 851 -0,
-x
vi ov)
<z L6 7.85 x 8:72,1 36.1'
8.87
VC PIPE
7.99 C CRETE 0
PATIO INV. 7.74
6.80 21.3
X
tj x 7.9 x 8.37
-E PIPE 7.2 x
-16--CONCFiET 7.3 8.0 8 2
uj CURB INLET 5(FEET�F LOT 3
THE NORTH 3 1,
i LOT 3
TOP OF GRATE-6.80 OR x
N 6"PVC INVERT-4.80 cylx 7.7
S 6"PVC INVERT-4.75 c;
8
31
7-
0
7 7
x
x 7 5
CON
2
CR
M E'3.5 8.58
- 8_2 x
c4
1 2 3
Wo STORY FR
TH VINYL SIDING 5� 8.68
_66 �SIDENCE No- 493
8 ISHED FLOOR ELEVATION;a_87 9j4
C NISHED FLOOR GARAC;E. .59 8
4
-7-6 _ -'x- 0"u -ILI 0.2r�-
c)'
7 0'
7.8
X
7.6 42.;6 1
31.7 7.9 7.8; 0""0
4
X
-8011
P C P
VINV.V7.74
q 7r
814
W 16'RCP INVERT=4.12 2.4' C14 CN
1-5
7.1 8.6
7.8 x
7.1 x x 6' WOOD FENCE
FOUND 1/2 IR
x
To L11 PIPE (SENT)
FOUND TO LINE 2.00 0
REBAR S89*02'00 W 110
C)
0 \'7-0A2' FIELD) u
C)
C�
LOT 3 EXCEPT THE NORTH 35 FEET
4--
LO�
LOT 4
2005
�-y--� OF
NOTES:
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. NO BUILDING RESTRICTION LINES PER PLAT.
3. BEARINGS BASED ON SOUTHERLY LINE OF SURVEYED
LANDS BEING S89*02'00"W PER PLAT.
4. BENCH MARK USED IS FOUND MAC NAIL & DISK (LB
3672) NORTH OF CURB INLET NEAR NORTHWEST CORNER THIS SURVEY WAS MADE FOR THE BENEFIT OF
OF LOT 1, BLOCK 125. ELEVATION=7.63 (NGVD 1929). REINER & DORIS ROSARIUS; AND WACHOVIA
RAW
THE- PROPERTY SHOWN HLIRCON LIES IN FLOOD
ZONE "X- (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS DETERMINED FROM THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL
NUMBER 120075 0001 D, REVISED APRIL 17,
1989 FOR ATLANTIC BEACH, FLORIDA.
HANGERLEGEND I
TYPE DESCRIPi
"ir Hi MEDIUMDUi
4���-4
ci F1
9
J3 cJ q
NOTE:
ALL CHARGEBACKS
TO BE AUTHORIZED
BY UNIVERSAL
FOREST PRODUCTS
J2 N z;jj 11 1 cl
PERSONNEL
ii
it
J 1 TRUSS BUCKE rS INTO W
9
LEDGER BY OTHER 'J3 A
A
INDICATE PORCH
A CONDITION
it -RAME
DESIGN CRITERI-
;J
ROOF LOADING:
2
.............
T. LIVE 20 PSF
24"o.c. B4
LU
T.C.DEAD 10 PSF
J2
B.C.LIVE 10 PSF
�J3 CONV.
9
J2 B.C.DEAD 10 PSF
V�0 U-) U11 FRAME
A
co w ul U.L
120 MPH WIND LOADING
EXPOSURE
c
CONV..
CONV.
D2 FRAME FRAME PART.ENCLOS?�----,
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Q-�j E 1)
T i Bear At
D2
Plate Ht. CITY OF AT!. ANTIC BEA
1 -1-2
CH
D2 Truss Be ar At 7 0
8-1-2 Plate Ft.
.,A FEB 0 3 2005
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7LU .'w LU
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C,
BEARING HEIGHT SCHEE�ULE
ALL WALLS SHOWN ON THIS LAYOQTT
D3
24"o.c.
ARE TO BE LOAD BEARING
QJ3 ca
8-1
to In i
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00
10341 CYPRESS
0RrVE
JACKSOWILLE.FL 32M
'K,
9D4-519-1934P.E-.31276
04-2
V I
APPROVAL
1)Lai and Irate design based on WO pwvkW by WM(rk%r
dated&'30104
2)A#valleys,valley kb ani itionmai framing supplied by
ir Ins;triantifactitiver am indicated on#*layout.No~matti
-0 be UP)W by UMVERSAL FOREST PRODUCTS unlew
agreed in writing.PROFILES OF WDFVIDUAL TRUSSES MU$�TT
L
f P;
42
Aw
I BE CAREFULLY REVIEWED-APPROVAL OF THIS LAYOUT.,
MUST BE RECEIVED BEFORE ANY TRUSS WILL BE
FABRICATED.
3)SIGNED: DATE,
N
(L�J