HomeMy WebLinkAboutSDP202200072 Plan - Revision 2023-03-07 (2)STARBUCKS COFFEE #
NEW
DT EQUIPMENT
INSTALL ONLY
125 HILLSIDE DRIVE • GREENVILLE SC 29607
P 800 353 9132 • F 864 242 2204
www.hiItondisplays.com
PRE -MENU BOARD - INSTALL ONLY
Qty. 1
FRONT ELEVATION
2' - .ri 1 /8"
io DIA.
STEEL MOUNTING
BASE WELDED TO
POST
NON-STRUCTURAL
BASE COVER
HOT DIPPED
GALVANIZED
LEVELING NUTS
(4) REQUIRED
NATURAL GRADE OR
ENGINEERED FILL
6" MIN.
3ZiI�I�1�1`
(4) 1/2" DIA. X 9" LONG
GALVANIZED ANCHOR
BOLTS; 3 1/4" PROJECTION
ABOVE FOOTING
(3) #3 TIES WITHIN FIRST 5"
THEN #3 TIES AT 12" O.C.
(6) #5 VERTICAL BAR
SPACED EVENLY
AROUND PERIMETER
DT PRE -MENU GROUND FOOTING
scale: 3/8" = V-0"
ti
LRiMt 4yA.
lu.ou
gad
SIDE ELEVATION
8 3/4"
2'-0"
DIA.
THRU HOLE
FOR MOUNTING
(TYP.)
2 1/2" SQUARE
X 1/4" PLATE
WASHER
(TYP. 1 OF 4) —
ANCHOR BOLT
(TYP 1 OF 4) —
3/4" STEEL
BASE PLATE —
4 1 /2" 4"
BASE PLATE
scale: 1 1/2" = 1'
ALL
ANCHORS
TO BE
PROVIDED
BY G.C.
ANCHOR
BOLT
(TYP. 1 OF 4)
BASE
OUTLINE
CONDUIT
STUB -UP 3"
ABOVE
FOOTING -
DRIVE LANE
FACE THIS SIDE
1'-5"
4" 4 1 /2"
ICJ o
Iiffizo ,
1 8" 8" 8" 1
4" 4"
��L
BOLT PATTERN (TOP VI
scaje: 1 1/2" = V-0"
6" X 3" X 0.1875"
STEEL POST
WELDED TO
BASE PLATE
FRONT EDGE
FACING DRIVE
THRU LANE
€:1
F9
CANOPY - INSTALL ONLY
Qty. 1
FRONT ELEVATION SIDE ELEVATION
4'-6" L i.V-5" i. 6'-77/8'
CUT-OL
CANOPYABOVE —
DOS AND SPEAKER
Io — STEEL BASE PLATE �.
n WELDED TO STEEL
`? POSTS BY MFR. m o 1 .3/8" Bi
1/2"(150: 5/8"DIA.)HOT m PLATE
DIPPED GALVANIZED
LEVELING NUTS (12)
REQUIRED
NON-STRUCTURAL
BASE COVER GRADE BASE PLATE
0R ENGILEERED
OR ENGINEERED m
_ _ _ FILL I _ Scale: 1 " = V-0°
l N r
Or = I: 6"MIN.(150:9"MIN.) J III=ice
BASE COVER OUTLINE
o Z r
< .il GALVANIZED
IZEDIA(150 HOR DII
ROD li OUTLINE OF DOS POST BASE PLATE
LL ~ W— GALVANIZED ANCHOR RODS F
O� 9=r WITH 6"MIN. EMBEDMENT; 'I ANCHOR BOLT (TYP.):
w J 3" PROJECTION ABOVE FOOTING (4) AT EACH CANOPY BASE PLATE
III, (TYP. AT EACH PLATE) I'- (4) AT DOS BASE PLATE
J CONDUIT - EDGE OF CONCRETE
3" CLR. (5) #5 LONG LENGTH, (10) #5 SHORT ?27'0"
FOOTING
LENGTH TOP AND BOTTOM OUTLINE OF CANOPY
(150 : 3' - 0") BASE PLATE
(TYP. 1 OF 2))
DT DIGITAL ORDER SCREEN CANOPY GROUND FOOTING
scale: 1/4" = 1'
O
fV
CANOPY
'-21/4"
31/8" EQ SO 31/8"
0.625" STEEL
BASE PLATE
THRU HOLE FOR
21/2"SQUARE
MOUNTING (TYP.)
�;
X1/4"PLATE
w
WASHERS
ANCHOR BOLT
(TYP.1 OF 4)
(TYP 1 OF 4)
THRU HOLES FOR
O
MOUNTING (TYP.)
4" X 4" X 0.25" STEEL
9.843" X 3.973 X 3/16"
TUBE POST WELDED
_
STEEL POST
WELDED TO STEEL
TO STEEL BASE PLATE
?
BASE PLATE
FRONTEDGE
ANCHOR BOLT
FRONT EDGE FACING
FACING DT LANE
(TYPI OF 4)
DRIVE THRU LANE
DOS
ALL ROUTE ALL CONDUIT
ANCHORSTO CONDUITPER STUB-UPSTO
BE PROVIDED ELECTRICAL BE 3" ABOVE
BY G.C. SITE PLAN FOOTING
2'-5- \ \ 2" 2" 2"
°°
---__ ------ - I_I I- _ -- --1 ____-_____
o
_
i�
ll
1—_ _ t—�...t_—_-VL L
o
uiNNN
r 000
n a-a-0
J I, I,
J
UiiO
ow w ¢
J w
w000
DOS STUB-ING
UPS ~
CANOPY LIGHT
STUB UP �' o
- 1" 8" 1' - 9" 8" 7"
BOLT PATTERN (TOP VIEW)
scale: 3/4" = 1'
DOS - INSTALL ONLY Note: -All steel shall be galvanized
Qty. 1
FRONT ELEVATION
2'- 5 1/4" 8 1/4"
a
r
Id
Ir
OF
(L
�w
� � a
LL U)
OOd
wCc:,
LL iCC
w0
oc O
(D J
HOT DIPPED
GALVANIZED
LEVELING NUTS
(4) REQUIRED
NON-STRUCTURAL
BASE COVER
SIDE ELEVATION
9�
1.
U SPACED EVENLY AROUND 2 0
DIA. PERIMETER DIA.
DT DIGITAL ORDER SCREEN POST GROUND FOOTING
Scale: 3/8" = V-0"
STEEL MOUNTING BASE
WELDED TO POST
NATURAL GRADE OR
ENGINEERED FILL
6" MIN.
CONDUIT
(4) 1/2" DIA. X 9" LONG
GALVANIZED ANCHOR BOLTS;
3 1/4" PROJECTION ABOVE
FOOTING
(3) #3 TIES WITHIN
FIRST 5" THEN #3 TIES
AT 12" O.C.
(6) #5 VERTICAL BAR
1'- 2 1/4"
v
aNJ NJ
3 1 /8" EQ EQ 3 1 /8"
do L
0.625" STEEL
BASE PLATE
r } 2 1/2" SQUARE
{7�}� X 1/4" PLATE
cw7
WASHERS
N
(TYP. 1 OF 4)
THRU HOLES FOR
O
MOUNTING (TYP.)
Lu
9.843" X 3.973 X 3/16"
STEEL POST
WELDED TO STEEL
v
BASE PLATE
a
FRONT EDGE ANCHOR BOLT
FACING DT LANE (TYP 1 OF 4)
BASE PLATE
Scale: 1 1/2" = V-0"
2'- 0" DIA.
8" 4" 4" 8"
CONDUIT STUB -UPS
3" ABOVE FOOTING
ALL I
ANCHORS
TO BE °I
PROVIDE
D BY G.C. I
(4) ANCHOR
BOLTS }
BASE
OUTLINE
DRIVE THRU
LANE FACE
THIS SIDE
BOLT PATTERN
scale: 1 1/2" = V-0"
pAr
Tj - '� I
I
I,
t
_TIT _
1 1II
G
OP VIEW
tm
MENU BOARD - INSTALL ONLY Note: -All steel shall be A36 Galvanized or
Qty. 1 A304 Stainless Steel
FRONT ELEVATION
T - 10 1/2"
STEEL MOUNTING
BASE PLATE
WELDED TO
M
STEEL POST
HOT DIPPED
GALVANIZED LEVELING
NUTS (4) REQUIRED
Ns
NON-STRUCTURAL
v
BASE COVER
M
NATURAL GRADE OR
r
ENGINEERED FILL
N -IImII
�� 8"MIN.(150:9"MIN.)
_
O a
= CONDUIT
-. w
(4) 1/2" DIA. (150 : 5/8" DIA.)
LO -
�'
X 14" LONG GALVANIZED
LL O O
°
ANCHOR BOLTS; 4"
0
3" MIN.
PROJECTION ABOVE
w LL
Lo
FOOTING
LU 0
z
(3) #3 TIES WITHIN
0 �
FIRST 5" THEN #3
�
TIES AT 12" O.C.
(8) #6 VERTICAL BAR
2'- 6" SPACED EVENLY
AROUND PERIMETER
DIA.
SIDE ELEVATION
1'- 1 1/2"
2'-6"
DIA.
1'-6"
7"
4"
7"
3/4" STEEL
5" 2"
2" 2"
2" 5"
BASE PLATE
ANCHOR BOLT
8" X 4"
(TYP 1 OF 4)
X 0.1875"
STEEL---
C°
TUBE i.
POST
WELDED
21/2"SQUARE
TO BASE r
O
X 1/4" PLATE
PLATE
WASHER
--___
(TYP.1OF4))
FRONT EDGE
5" 2" 4" 2" 5"
THRU HOLE
FACING DRIVE
FOR MOUNTING
THRU LANE
(NP')
BASE PLATE
scale: 1 1/2" = 1'
2' - 6" DIA.
1'-3"
CONDUIT
STUB -UP
3" ABOVE
FOOTING
BASE
PLATE
tIIII
_-
_-
<
AATOUTLINE
RESD
+r-1I_
-'
J
(4) ANCHOR
BOLTS
I
FRONT ED
OF DR V
SIDE
11" 8" 11"
BOLT PATTERN (TOP VIEW
scale: 1" = 1'