07-1196-026Q
L9
N
Q
4
O
N
a
WAIN
CONT. PIANO HINGE W/ WEDGE
"Ill--T �i11PPC RT cWaiMA
FRONT 13AR TOP
STAINLESS STEEL
OG BAIL FLIT= TOP
I-VI= 11- (III
`'`ANT. PIANO HINGE
�CK BAR TOP
SGHULTER: RENO 7K STRIP.
FINISH: SATIN ANODIZED
HARDWOOD AS SCHEDULED ALUMINUM.
FLOAT FLOOR SUCH THAT
SURFACE TRANSIT. IS 1 /b' QUARRY TILE AS SCHEDULED
HIGHER THAN THE ADJ. ( '�
FLOOR \ 2
N
44 4 _a
C HARDWOOD TO QUARRY TILE
SCHULTER: RENO -TK STRIP.
HARDWOOD AS SCHEDULED FINISH: SATIN ANODIZED
ALUMINUM.
FLOAT FLOAT FLOOR SUCH THAT
SURFACE TRANSIT. IS 118" LIr-TILE AS SCHEDULED
HIGHER THAN THE ADJ. r
FLOOR i 2
N
4
777
B HA WOOD TO TILE
5CHULTER: RENO -U STRIP.
FIN15H: SATIN ANODIZED ALUMINUM.
CONCRETE
HARDWOOD AS SCHEDULED.
i
• a
• • �. 4
h HARDWOOD TO CONCEUL
NOTE: THRESHOLD AND TRANSITION STRIPS BETWEEN 1/4" AND
112" MAX. SHALL BE BEVELED AT 5096 SLOPE MAX.
{
05 TRAN51TION DETAILS
3= 1 ' -0"
VARIOUS SIZE BAMBOO ROD5,
EMBEDDED INTO BASE WITH EPDXY
SEE 1 I1A703
5=E ELEVATIONS
I
FJR ACRHITECT APPROVAL 114" THICK STE1 =L
PKIOR TO CONSTRUCTION. BASE SIDES ' f' i S_
I BUDDY RHODES GRANITE
06 TOP WITH EASED EDGE
VARIES
RA7.4 1
I
(I
i�
I
I
FLOORING AS 1
SCHEDULED
I
2' -2" VARIES
DEFER TO PLA
04 LOW WALL BAR COUNTER
III= II -a,I
cr
- r
MITRE AND
CAP END PAINT BLACK
1 -1 12" 5Q. STEEL
TUBE SUPPORT
BRACKET
PL- I 1
BAR/ LOUNGE 51DE
� M_I
tD
STAINLESS STEEL
SPEED RAIL
PROVIDED BY
MILLWORK
SUBCONTRACTOR
5'!2"
FRP- I I
516" TILE BACKER BOARD
TO + 1,5n A.F.F.
FLOORING AS SCHEDULED
%� TOP OVER LAYER
f
1111 3/4" PLYWOOD
03 ADA ACCE5515LE BAIL
02 BAMBOO DETAIL
1 -11211= 1 ' - 0'I
3/4' GRANITE TOP OVER
LAYER 3/4' PLYWOOD
GRANITE EDGE
4„
1' -Ou
1- 112' 50. STEEL TU15E 5UrrORT 15RACKET
@ 4b" O.C. rAINT
CLACK UNVER,50t OF rLYWOOD 5UU0I --/
PL-11
G' METAL STUD rRAMING
METAL TIVM I5EYOND
M-
■A5E A5 5CHEDULED
M-11
M-11
1 FLOORJNG AS 5CHEDULf0 (T)
=TRAIL WITH 5UrrORT rp5T5 5L IF- JOINTED
AND WELDED IN51DE rIFING CORE DRILLED
AND EFOXIED INTO CONCRETE 5LAC5
CONCRETE 5L A5
Q 1 MAIN BAIL DIE WALL
CONCRETE SLAB
CONTINUOUS 'LATICRETE'
WATERPROOF MEMBRANE - APPLY
12" UP 5ACKEFJ30ARD AND 12" ON
CONC. SLAB FROM CORNER EDGE.
i
l
2' -2"
5Z 1. /o
5TAINLE55 51TEL Sr= RAIL L'ROVIDED
IVY MILLWORK 5U5C0NTKACT0R
CONTINUOUS'TATICRETC WATER PROOF MEM5RANE APPLY
12' Ur t5ACKERI50ARD AND 12' ON
CONC. 5LA6 FKQM CORNER EDGE.
� L
RA SUSHI CORPORATION
SCOTTSDALE, AZ
DAVID A. UDKOW ARCHITECT
11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
T: 480.G 14.3385
F: 480.G 14.0209
E: davldaudkow @cox.net
ice.. `Itt
V1 Q
Q
L
i--
(i�
A REVISIONS
❑ 15T LANDLORD
SUBMITTAL
Li CITY SUBMITTAL
10.03.07
❑ FIRE REVIEW
10.1 5.07
El
Ii
NS
5829 SW 73RD
SOUTH MIAMI,'.
0704
1 m ! A
LOW WALL
DETAILS
1' -7"
I'
j 1 -1 /2" 5Q. STEEL TUBE
►
SUPPORT BRACKET @ 48" O.C.
PAINT BUCK UNDERSIDE OF
z
PLYWOOD 5UBTOP
15
/6" GYP. BD. ON
G" METAL STUD WALL
M -1
BASE AS SCHEDULED
FLOORING AS SCHEDULED
Lu
>
03 ADA ACCE5515LE BAIL
02 BAMBOO DETAIL
1 -11211= 1 ' - 0'I
3/4' GRANITE TOP OVER
LAYER 3/4' PLYWOOD
GRANITE EDGE
4„
1' -Ou
1- 112' 50. STEEL TU15E 5UrrORT 15RACKET
@ 4b" O.C. rAINT
CLACK UNVER,50t OF rLYWOOD 5UU0I --/
PL-11
G' METAL STUD rRAMING
METAL TIVM I5EYOND
M-
■A5E A5 5CHEDULED
M-11
M-11
1 FLOORJNG AS 5CHEDULf0 (T)
=TRAIL WITH 5UrrORT rp5T5 5L IF- JOINTED
AND WELDED IN51DE rIFING CORE DRILLED
AND EFOXIED INTO CONCRETE 5LAC5
CONCRETE 5L A5
Q 1 MAIN BAIL DIE WALL
CONCRETE SLAB
CONTINUOUS 'LATICRETE'
WATERPROOF MEMBRANE - APPLY
12" UP 5ACKEFJ30ARD AND 12" ON
CONC. SLAB FROM CORNER EDGE.
i
l
2' -2"
5Z 1. /o
5TAINLE55 51TEL Sr= RAIL L'ROVIDED
IVY MILLWORK 5U5C0NTKACT0R
CONTINUOUS'TATICRETC WATER PROOF MEM5RANE APPLY
12' Ur t5ACKERI50ARD AND 12' ON
CONC. 5LA6 FKQM CORNER EDGE.
� L
RA SUSHI CORPORATION
SCOTTSDALE, AZ
DAVID A. UDKOW ARCHITECT
11881 N. 113TH WAY
SCOTTSDALE, AZ 85259
T: 480.G 14.3385
F: 480.G 14.0209
E: davldaudkow @cox.net
ice.. `Itt
V1 Q
Q
L
i--
(i�
A REVISIONS
❑ 15T LANDLORD
SUBMITTAL
Li CITY SUBMITTAL
10.03.07
❑ FIRE REVIEW
10.1 5.07
El
Ii
NS
5829 SW 73RD
SOUTH MIAMI,'.
0704
1 m ! A
LOW WALL
DETAILS