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ARCHITECTS PROJECT
Job # 12051
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
ARCHITECTS /ENGINEERS OF ANY
DIMENSIONAL ERRORS, OMISSIONS
OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATING ANY
WORK - DO NOT SCALE THE
DRAWINGS
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Issue Date: 5 -21 -12
REVISION
0
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Restaurant #: XXXX
OLIVE GARDEN
P76L -WD
UPDATED THRU:
HSKP 2010.1
DD2 -04 -2012
10206 N.
MICHIGAN RD.
CARMEL,
INDIANA
Drawing
REFUSE AREA
Ot
SITE DETAILS
SP291
SIMULATED STONE VENEER
6 "X4 "XI/2" STL, PL. -
DOOR HARDWARE FOR PAIR OF GATES:
'
""
TS 2 "X2 XI /4
CONT. WELD TO COLLAR
I PADLOCK 757
BRS SARGENT SAGENt
Cr
STD. STL. FR
W/ SLOTTED HOLES
I HASP CD941BP
602 STANLEY
SIM.
SP2.1
I
2 CANE BOLTS CD1009 - 18 N.
602 STANLEY
HEAVY DUTY HINGE WELDED
2x 114" FRAME
_ _ _ _ _
_
BALANCE OF HARDWARE BY DOOR MANUFACTURER
�2
(a
TO T62x GATE
MGSx 85 JAMB W/ 3 -3/*x S "A.B
STL. HINGE COLLAR W/
DOOR HARDWARE FOR DOOR:
CANE BOLTS ON OUTSIDE, 10
PROVIDE BURIED CONDUIT ti� 5P2.
-
GREASE FITTING
4 HINGE (SPRING LOADED) 850 - 5 x 5
600 STANLEY
FOR HOLD -OPEN 4 HOLD
tS2x 2x 11¢" GATE FRAME
.9
1 EXIT DEVICE (WEATHERIZED) 2670 GUARD -X
BALANCE OF HARDWARE BY DOOR MANUFACTURER
313AN VON DUPRIN
CLOSE POSITIONS
D `
CS REC.�'DJ \
I I
GATE - FOR ADDITIONAL
NOTES SEE DET. 7, THIS SHEET
NOTE:
3/4" STD. STL. BOLTS 4
STL- COLLAR - CONT. WELD
TO POST
ALL HARDWARE TO BE PAINT TO MATCH THE EXTERIOR
2
WASHERS, SPOT WELD
METAL DOORS AND DUMPSTER GATES.
s. - `
SP2.1 SIM.
NOTES:
NUT SO IT DOESN'T
COME LOOSE
\
0;
1. PAINT DOOR 106
� � �
2. PAINT EXTERIOR PLASTER
6" DIA STD. PIPE STL.
1,
_
WALLEYE MIRRORS FURNISHED 4
INSTALLED BY G.C. - FIELD VERIFY
EXACT LOCATIONS W/ OWNER PRIOR
INSIDE TRASHE CLOSURE
TO MATCH 102
POST -FILL W/ CONC.
8" GMU WA
� O O fR $ ATE
12
TO INSTALLATION (TYP. OF 3)
.�.
SP2.
LINE OF
DUMPSTER5
'
``
HOLD
TOP OF GATE
7
CN.LGJ
VARIES
- SEE A -1.1
>.,
EVEN
TO TOP OF WALL
"Z" FLASHING o
3/4" DIA. STD. BOLT
`r
/
SP2•
@
LEDGER -TYP.
/ \\
_ -,
2x6 TRELLIS BM.
2 o O.C. WITH
JOIST HANGER
T5 2X2 XI /4
STD. STL. FR
0
STONE VENEER
TS 2 "X2 "XI /4" STD. STL. FRAME
WELD ALL JTS. - GRIND
SMOOTH
-
—
- - - --
OWN STORAGE LG4ED BY
2x6 SPACER
--- - - - -
� D RAIN SEE CIVIL
-
-- /OR PLUMB SHTS
4
10
-
2x8 LEDGER W/
W/
SP2.1 GONG. FILLED BOLLARD
; (TYP.) - SEE DET. II � — — — — — —!t — —
6102.
— — 14 Tli
HINGE COLLAR
g
ailtt
------
16 d -9 EA. STUD
GREASE FITTING O/
SP2
/
____ N
1.. 3
6" DIA. STD. PIPE STL.
8x8 BEAM W/ SIMPSON
POST - FILL W/ GONG. -
-
— — — _ — —
PC m EA. 8x8 POST -
PAINT TO MATCH GATE
0
RECESS BEAM AREA
P (22 GA.) METAL ROOF
jilf, 3/4 "+
FOR SIMPSON PG
DECKING -PAINT 106
I /
J
ON JOINT 0
SIMPSON GAP - PAINT
TO MATCH ADJACENT
"
I
I EXTERIOR WALL OF BLDG.
JJUUNC U E OFPTRASH ENCLOSURE
WALL 4 BUILDING, - SEAL W/
SURFACE - TYP.
/
6 DIA. STD. STL. POST -
FILL W/ GONG.
I
URETHANE TO MATCH COLOR
HOSE WHEEL -
OF MORTAR
I I SEE DET_
I I SP2.1 I
CONCRETE CAP
SIMPSON "GPSZ"
I/2" EJT
STANDOFF BASE -
-_�
«
SEE STRUCT. Durz-s.
LU
I
_� x v�vvvr:
SEALANT
? o
z
S" CMU BOND BM
"3 DOWELS
g 18 0C
,
PROVIDE EXPANSION JOINT 6
NOTE:
e
JUNCTURE OF TRASH ENCLOSURE
CANE BOLTS ON
STONE GAP -SEE DET. 15A
SP2'
r
o
WALL 4 BUILDING -SEAL W/
MATCH COLOR
OUTSIDE, PROVIDE BURIED
C
CONDUIT FOR HOLD -OPEN
9 L I
/
MORTAR
OF M
AND HOLD - CLOSED POSITIONS
aD
PROVIDE AIR GAP BETWEEN
t b
I /,
- b
TRASH ENCLOSURE WALL AND
"
( I
I
BUILDING - SEE DETAIL 14 THIS
sHEEt
L— I '
CONCRETE PILLAR -
I ' { '
I '
`9
G01`lC• I
I
DUMPSTER GATES AND MAN
SEE STRUCT. DUrSS.
GONG. BLOCK W/ FLUSH! J TS
c�
DOOR PROVIDED AND INSTALLED
PAINT W/ EPDXY PAINT 102
iii 8 " -«5 STL, ROD
BY G.C.
CON 1. THRU
'
SIMULATED STONE O/
II
WAYS BOTH(
PROVIDE WALL EYE Y
MORTAR BED
0
MIRRORS 18" E XTERIOR CONVEX
SEE STRUCTURAL DWGS -
MIRROR *GSP CORPORATE
r LINE OF FLOOR SLAB
\
SEE DETAIL 15/5 -4.1 FOR
—
4 -0' a -0"
—
SECURITY PRODUCTS LLE 251 -0960
DU TS
PROVIDED] AND INSTALLED BY G.C. -
GO G_ SLAB
WHERE OCCURS
_
1
I
/� f� /�
T 4554 N�LOSL� �I AN
CONTACT DARDEN CPM FOR LOCATIONS
1/4
FINISH GRADE
8" GMU
3/4"
G.I. WEEP SCREED
W/ SEALANT
1 _ ` '
,,
SIM. STONE VENEER O/ MORTAR,
MET. LATH 4 BLDG. PAPER
SIMULATED St�LE
VENEER 107
CONG. SLAB
STEEL FRAME T GRIND
w._\ a\ ��
`*
U
ALL WELDS SMOOTH
,
- I
�=
f
3 \ t t f ty t .. ♦ IL
e
FIN
a
lu
TS 1/4"
:I I
Oc
O
Or
STEEL FRAME - GRIND
ALL WELDS SMOOTI -1�°``
L s
SEE STRUCTURAL PLANS
FOR FOOTING
N
=
l�
«
e
1" (22 GA.) METAL ROOF
DECKING W/ 6" RIBS
J
NOTE:
SEE STRUCTURAL DWGS
SEE STRUCT.
PAINT ALL-EXPOSED
1" (22 GA.) METAL ROOF
DECKING - PAINT 106
1� f5 �O �MN
I "
lO
NCB.
LJ4LL
3/4"
GATE
0
1 1/2 "
TfRA ,5� ENCL. EL V.
1/4"
1
NOTE: MAINTAIN 3/4" AIR
EXTERIOR PLASTER FINISH W/
y
GAP BETWEEN GMU 4 WALL-
STUCCO SCREED
( I
6" STD. STL. PIPE BY
STEEL VENDOR -FILL
I" METAL ROOF O 6
DECKING -PAINT 106
SHEATHING AT JUNCTURE OF
BACKER ROD 4 CAULK
ARIES
W/ GONG., W/ CONVEX
TRASH ENCLOSURE WALL 4
(TYP. 6 TOP 4 BOTH SIDES)
I
GAP - PAINT YELLOW
BUILDING. STONE VENEER
SHALL NOT BRIDGE JOINT.
8" CMU WALL
SIMULATED
PROVIDE EXPANSION JOINT
W/ BACKER ROD ® ALL
Sl N. STONE VENEER
I/2" EJT (TYP.)
a
i
TS 2" x 2" x 1/4"
STEEL FRAME - GRIND
\ >
yr
STONE
VENEER 107
EXPOSED FACES OF JOINT.
NOTE: EXTEND BLDG- FELT
_
ALL WELDS SMOOTH
-
i 1
SEAL W/ URETHANE TO
ALONG WALL THIS AREA
MATCH COLOR OF MORTAR.
r
la —II4
STL. POST FILL
JOINT WIDTH MAY VARY TO
FOLLOW EDGE PROFILE OF
BACKER ROD 4 CAULK (TYP),
`
W/ GONG
-PAINT 106
STONE VENEER W/ A
MAXIMUM WIDTH OF 1"
NOTE: DO NOT BRIDGE STONE
(
I I I
REFER TO II /SP2
FOR NOTES AND DIMS
i
3/8 DIA. X 3"
CARRIAGE BOLTS
9 ;
\ .
STONE AND 3/8"
OVER EXP. JOINT
-
0 CONC.
f
wu
EXTERIOR PLASTER.
_ J I
1" (22 GA.) METAL;
•
rL —�
5/8 "x8" STL. BAR
I
ROOF DECKING W/
6 RIBS
NOTE:
— — — —
II I� - - -- — — II II -- �I II
LLJ — — — — — — - - — L LJ - - - - -- - -�L JIB
BUILDING FRAMING - SEE
THRU POST EW
PAINT A XPOSED
METAL
LINE OF FND BEL 6
__—
FLOOR PLAN
1' -6" DIA
106
3
SP2.1 TYP.
71R o�4 ENCL. ELEV.
1 XFAN61ON JOINT DETAIL
11/2"
11
3/4"
11/2"
1/4"
[:
15" STEEL AUTOMOTIVE
RIM EPDXY PAINT WHITE PT -5
AUTO WHEEL
WHEEL MOUNTS DIRECTLY
\
TO WALL
O O
8x8 P05T - STAIN
O O
SLOPE SLOPE
—
— O O -
�®
` /
I �
!
CHISELED STONE CAP W/ 3/8"
GROUT -SLOPE CAP PIECES
I/4" THICK BENT STL. PL. MOUNTING
_ - BRACKET W/ (4) 1/2 "0 LAGS INTO
/
AS SHOW ON PLAN VIEW
i
SOLID BLOCKING 4 (5) AUTOMOTIVE
-------------------------- __
WHEEL MOUNTING STUDS
PLAN
HOSE
(9C,4f= TfREL L I S STONE
LAC: BOLTS (5) W/ WASHERS
NOTES:
1 NOT US
I T
L A "rO T
I i/2
„
�05� L � IN WHEEL !S L K, 4' -0 LEU N.T.S.
PAINT GLOSS BLACK, RUSTOLEUM FINISH
�.
Q
1�
2 M
•R' 0
V Ln
> m
9 � Y
� U
J Qzm
J
� Y B
W N�N
U Z
Q� Xt�A
N J �
ARCHITECTS PROJECT
Job # 12051
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
ARCHITECTS /ENGINEERS OF ANY
DIMENSIONAL ERRORS, OMISSIONS
OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATING ANY
WORK - DO NOT SCALE THE
DRAWINGS
.� �� .. ••
••.
H
. z
IY
c� F-
tl'
z
Q
J
F-
Issue Date: 5 -21 -12
REVISION
0
L�
Restaurant #: XXXX
OLIVE GARDEN
P76L -WD
UPDATED THRU:
HSKP 2010.1
DD2 -04 -2012
10206 N.
MICHIGAN RD.
CARMEL,
INDIANA
Drawing
REFUSE AREA
Ot
SITE DETAILS
SP291