1110 Mayport Rd (vault){
IPA, w.
TATHAT A,—
A .v .n AT
�IT
?
kA, ALL.AH1.1QUALE,m
i m
LITZ
j. TAT LAI
AT
�>T p rb 1 IIIc
8 a d —RETAIL A
�w
I IT -
a itm. o
BI T8 d�
a.
f
S Tu
-A GA. HGV.1GVG3� IGEGA
A, A'. THETA TIGHT THAPT , -, A. AT,, .1 AT HALL
a
{.. m I. N
a — - a�
m P_r _ .�
F: rl w n.. sx 4[ e . —. �.. n
M
I,
r.Wan
'^'• F- WEST 1 1 Tom/ �$TREET v "I ITALIA- ELLIOT, AAGv
-•___ ALL AAME— AN SUFVEYOR
IALGr H,
IIAGAG. [ r ■ ,area.
Y .•
I
d
t�{
{
IPA, w.
TATHAT A,—
A .v .n AT
�IT
?
kA, ALL.AH1.1QUALE,m
i m
LITZ
j. TAT LAI
AT
�>T p rb 1 IIIc
8 a d —RETAIL A
�w
I IT -
a itm. o
BI T8 d�
a.
f
S Tu
-A GA. HGV.1GVG3� IGEGA
A, A'. THETA TIGHT THAPT , -, A. AT,, .1 AT HALL
a
{.. m I. N
a — - a�
m P_r _ .�
F: rl w n.. sx 4[ e . —. �.. n
M
I,
r.Wan
'^'• F- WEST 1 1 Tom/ �$TREET v "I ITALIA- ELLIOT, AAGv
-•___ ALL AAME— AN SUFVEYOR
IALGr H,
IIAGAG. [ r ■ ,area.
Y .•
I n�p t
91
S 4. HJT t'
Q �
N
s=a—
.SIDE �l�f
I
-tion , o IiU— i
°I
OAJE Zrn+bcE *�cvv ioaJ.�nc�rATwr.�sK.N
t....cre.r„eN
L�WWwwwl eUEfl -�3prJ F'P`A'��''. Sr0.�`WWV1L-S�G2Y
r i..aa oU .. QW Nf/JUwt .aTwUi>
IU..�+vJrJ4Tlb Gl� .0�1'Rl1T Fu16AC� 9.1� Ls�MTS....
-
!FLA "IAN �Mt�N w. K) A -14.{JKII/J4T�. UmAME�Ti4
M� SYsT
•�AVJ 3�geRT - 8'n-4F;6-STL L`l
T���.mhnor., e�-wiu�-� Tp wr+P�y wrrtF �,c�4�dndnWnzG
�-hvN6S-twc�w±�"Ay9-ss'M1��
GS co4Y - `�Acr
mol o - QS �t �-1�•ySY �4ENT
P; $
A Com W,. go Company
is ww�si, a.pwwnMir, s��sceoH msizu
1110 mAy,o TRO-, &TLWnG-sW FL.
DESIGN
` 1) FOUNDATI S FOR THE SIGN STRUCTURE ARE DESIGNED
1
FOR
1ND DADS IN ACCORDANCE WITH THE STANDARD
BUILDING ODE 1989. WIND VELOCITY = 110 MPH
[�. 2) SIGN DIME SION EXPOSED TO WIND IS AS SHOWN.IF ANY
,I CHANGES RE MADE,FOUNDATION STABILITY WILL HAVE
TO BE RE ECKED.
.I 3) MATERI
t' CONCRETE FSC = 3000 PSI ® 28 DAYS
REFERENC k
.I
l� A) CON ACTOR. SHALL COORDINATE WITH THE VENDOR DRAWING
I
NO. 1117-C BY ATLANTIC SIGNS.
B) LOCA N OF SIGN SHALL BE CO-ORDINATED WITH CIVIL DRAWING
DOOR "NATE WITH ATLANTIC SIGNS, 107 MOTT ST., JAX., FL 32205
zI PHON (904) 388-1234
_ 5'-p"
F1i
I� AUTO WASH 17
8' i0 �,� 8" DIA PIPE
SEE SIGN DRAWINGS.
`oI GROUND LEVEL
7' -0"X3' -6"X5'-0" THICK
° FOUNDATION BLOCK ON i
`oI I I WELL COMPACTED BASE.
FILL SHALL BE WELL COMPACTED
AROUND BLOCK TO 9'-0 ALL
3'-8"X(7= )EL � 3'-6" AROUND.
'_0"X
TPtlit-NBI� t. S10C' V16w
i
i
�ff11i
I
FOR CONSTRUCTION PURPOSES
PROJECT
SELF SERVICE AUTO WASH
O 1110 MAWCRT ROAD, AMNPC BNA.CH,F
:j
TITLE
FOUNDATION DETAILS
DILIP L. KOTHEKAR, P.E.
D.L.K.
CONSULTING STRUCTURAL EMGINEER
DRANK
5425 ST. AUGUSTNE ROAD. JO., Fti
OHEMD
DAT:$CAIS
.I..B' NO.
DRAMNG NP.
SHEET N0.
1
1 Of 1
11-48_89
As SHOWN
S-240
I
II
16
I
III
1H
1
I
111
I I
I
li��a
DESIGN
` 1) FOUNDATI S FOR THE SIGN STRUCTURE ARE DESIGNED
1
FOR
1ND DADS IN ACCORDANCE WITH THE STANDARD
BUILDING ODE 1989. WIND VELOCITY = 110 MPH
[�. 2) SIGN DIME SION EXPOSED TO WIND IS AS SHOWN.IF ANY
,I CHANGES RE MADE,FOUNDATION STABILITY WILL HAVE
TO BE RE ECKED.
.I 3) MATERI
t' CONCRETE FSC = 3000 PSI ® 28 DAYS
REFERENC k
.I
l� A) CON ACTOR. SHALL COORDINATE WITH THE VENDOR DRAWING
I
NO. 1117-C BY ATLANTIC SIGNS.
B) LOCA N OF SIGN SHALL BE CO-ORDINATED WITH CIVIL DRAWING
DOOR "NATE WITH ATLANTIC SIGNS, 107 MOTT ST., JAX., FL 32205
zI PHON (904) 388-1234
_ 5'-p"
F1i
I� AUTO WASH 17
8' i0 �,� 8" DIA PIPE
SEE SIGN DRAWINGS.
`oI GROUND LEVEL
7' -0"X3' -6"X5'-0" THICK
° FOUNDATION BLOCK ON i
`oI I I WELL COMPACTED BASE.
FILL SHALL BE WELL COMPACTED
AROUND BLOCK TO 9'-0 ALL
3'-8"X(7= )EL � 3'-6" AROUND.
'_0"X
TPtlit-NBI� t. S10C' V16w
i
i
�ff11i
I
FOR CONSTRUCTION PURPOSES
PROJECT
SELF SERVICE AUTO WASH
O 1110 MAWCRT ROAD, AMNPC BNA.CH,F
:j
TITLE
FOUNDATION DETAILS
DILIP L. KOTHEKAR, P.E.
D.L.K.
CONSULTING STRUCTURAL EMGINEER
DRANK
5425 ST. AUGUSTNE ROAD. JO., Fti
OHEMD
DAT:$CAIS
.I..B' NO.
DRAMNG NP.
SHEET N0.
S-1
1 Of 1
11-48_89
As SHOWN
S-240