11-0925 (SOTB) Structural Planr
9-#7 x 3- 6 T&B
For 64DF-130
5-#7x4 -6 T&B
For 36DF-13C.1
4 -#7 x 2 --6 T 8E
For- 1 GDF-13J
Tr
4 -#7 8 -9 T&B
Far 64DF-130
4 -�7 x 6- 3 T &B
For 36DF-130
3 -#7 X5 -0 T&B
For 16aF-130
ELEVATION
See Tube and Socket
Setting Detail on
this sheet.- \
r— — i qn -e
12.s�C�`
I
1: •1
_ I
rl
Z)
� p �
Uj I
to) _ Il
-- I
c� -
I � —
CT ill
Ljal C7 l
II
L�rg1 h
PLAN VIEW
SPREAD FOUNDATION
SCAI
Mndel Muriber - 3 Second Wind Gast
Finished Grade
3-47x6-3 Eocri Warr
T&B For 64DF-130
3-#7x4-9 Each Way
T&B For 36DF-130
3-#7x3-9 Eoch Way
T&B For 16DF-13Q,. ,
Q
4
L
"' Lengthh
ELEVATION
I�be onctarl F �� Sign lace
-1 'lig Detcti I otI
1 � •}heet.- I
I
a�
s I
r � �
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I i�i I c �i 1U U l f
— - — I rT _ -
I
quo Equa l
1�
Length
PLAN V I E
BLOCK E OUNDAT I O
-,CALL: 1 f` = 1
MASTER FOUND TK) I SCHEDULE
Model SPREAD FOUNDATION BLOCK FOUNDhTION
Number
Length
Width
Depth
ICU, Length
Width
Depth
I'
36DF-130
6-9
5-0
3--0
_
3.8 5-3
5-3
5
;3
I
_ r
y.
Shed Grade
Horizon-tol
Re i nforc i n�
vertical
Reinforcing
C I !-- .
Length
ELEVATIO
Clr
rI
D i arrleter
ELEVATION
C
Je
I
Q
tit
C ondu i t
i ng I
See Tube and Socket
' Sign Face
See Tube rind
Socl�,,et I- - I
Setting Detail
on
Setting Detail
on I �S F ace
l I-1 i s sheet.
I I
tln i s sheet.
1 -�0 1 LO
—0
l l
7i:
1 1
i
Z
W
CD
f
CD
4-
IFr
---
- -
- fi-
---
0
^ -
-
r
_
_
�,�
ll
i 011i
w
1
+Ic1
ruu i t
Candu i t
12D
J I I E �ua 1
l
I I I
D i bme+er
Length
owl
--
PLAN V1EW
PLAN VIEW
VERTICAL
SLAB FOUNDATION
CAISSDNFOUNDATION
SCALE : 1 �+ = 1 . _0.f
SCALE:
MODES: -1 -, S-4
VERTICAL SLAB FOUNDATIONCAISSON FOUNDATION
Lr-n thti Depth Vert- Reinf, Horix- Rein{. R&f. Lbs. on, Coissan Diorneter Depth Reinf. Reinf. Lbs. onc.
g A Each Face Each F= ace Cu. Yd- p Eo, Caissonu. Yd.
3-# 6 MlC605 }-xx6 MfC6D -#rb MK607
7-43 MK 301
5.4 4- 2-6 6-9 �� fa +� n��c o� 135.2 2.9 1 2-6
7 1 6 3`�„ —
5—#6 MK.601 1 8-96 MK602 ' ,
@ 15" @ 13"
5-#6
MK604
4-0
3-#6
MK605
4-9
A -#6
MlC 606
3-D
8-#5
MK602
5-0
4-#6
MK 603
6-3
5 -#6
MK 801
7-6
#7 MK 701 1 1 -0
#6 MK 07 7-0
#7 lull{ 7 02- 9-0
-6) -t#3 MK302 � 134, 1 1-
1-it7 tu+K 7 01
1 —#P3 M K 3 D I .
` lull{ 3 01
rn MK302
cv #3X7-0
MK303
I
43X8-7
YA q
cF'.
` or C Al f
EXPIRES
.UN aI
1 4 "o- c• 4ax.
0
0
I
I
,1
r
4
2,�„
ELEVATION
2-0
1-0
I
of Sill a Sachet
I
I
Concrete S I l
Layout.
h L ?'no.
PLAN VIEW
TUBE AND SOCKET
SETTING DETAIL
F01.1NDAi Ic:.-IN NO I f_ `-.,:
1. Ahl cancrei.Q �imall be 2bOU psi compressive strength at 28 cloys.
2. Reiriforc:irig stc:cl shall conform to ASTM A615, grade 60-
3- r o uriduti{ins are designed for a rn<iximum soil hearing pressure of
1:rQC� F•:f f ;_I�tt�i �Ir ��t�•1:��y�ii�L
overtUrning is 1.5 for 1.�D rnph wind velocity-
4. Concrete foundation depths for Horizontal Slab must conform to
local codes. Adjust depth of footing to correct depth.
CONSTRUC'f ION SCOUENOE:
1. Excavote footing to dimensions shown on schedule for type and
model nUmb r selected an survey.
2. Tie, ploce and support reinforcing mats ❑s shown on drpwirlg.
3. Form socket to dimensions shown for Casting with fobting• full size
metal sleeve to be furnished by sign manufacturer to insure correct
Giza socket.
4. In liei_a of metal sleeve direct cost method may be used. Embed column
at depth shown. See Elevation.
5. Install electrical conduit at correct depth and stub up at location sh cwn
on installation Drawings. Place conduit ort side of foundation that does not
face street.
6. Cast concrete against cut bank consolidating into plece by rodding•
7• Allowable lateral pressure must not be less thon 15D psflft of depth.
8. h1 construction must conform to General Motors Carp. contract specs.
BUILDiIyC-1 fi �'l S 'LEP1.
R05S BRYA9 ASSOCIATES, INC. P P-+
CONSULTING STRUCTURAL ENUNEERS
227 French Lekni�)ng Drive, 5uate 500
�oshville, Tennessee 3722E
Phone [6L5}329-1300 I
FaK M'3) 327-44-46—
T wl.,.,rgy��ryan,cam
COP ORATE
IDENTITY
■
Cade Date lfescr ipt -on of Rev i s iurs SCR plo. Dn. AP �ECi!J
Supersedes Na. ;uper6adad by No.
Cope ate identity Dept., General Motors Corp., 3044 west Grand IBM— Detroit Mich, 482a2
Unless otherwise specified, al dIrmnsions f .01€' cr '' all angles ± �r 15'
DrUWII note Resign Date
by U R H Approval
hacked Rate Deparlment Duty
by H Approval
ERN No. Date
Project Doric Order NQ r S i qn Node I Ro. S, 46- —3 6 . 6 4
DRAWING T17LE I Lotast Rev Is Pon
MASTER FOUNDATION DETAIL aati �
MODELS 1613F, 36DF 646F DRAWING NLMARFr.
90 MPH WIND VELOCITY PER 2010 CK 009 IBC RETROFIT 284036C