07-1661-026EXISTING MASONRY WALL
SEAL 0 WALL
VAR
3/4' PLYBOO BACK
SPLASH SEALED
2 X 4 WOOD MOOING
`314• PLYB00 TOP SEALED
ON 2 1/4' WATER
RESISTANT PLYWOOD BASE
-STAINLESS STEEL WITH 1/2•
RADIUS ON BOTH SIDES
WOOD BLOCKING CABINET
SUPPORT AS REWIRED
STAINLESS STEEL HARDWARE
3116" WOOD SLIDING PANELS, STAIN
AND SEAL RADIUS FOR DOOR
PANELS SHALL BE 2' -7 1/2'
314' PLYWOOD SHELVES
WITH MELAMINE (BLACK)
o� iv FINISH ON ALL EXPOSED
EDGES
N
314' PLYWOOD BACK WITH
MELAMINE (BLACK) FINISH
`k 3/4' PLYWOOD BASE WITH
�. MELAMINE (BLACK) FINISH
WOOD BLOCKING CABINET
/ SUPPORT AS REWIRED
VINYL BASE (BUCK)
.. M
0'-0'
T EXISTING SLAB
t
EXISTING CONCRETE SLAB
RA('%LI rill IAITCG? AT R41?� 7�
SCALE: 1 -1/2 "= 1' -0"
3/8' STEEL ROD THREADED AT
LOW END FOR INSTALLATION OF
SOFFIT, ANCHOR TO STRUCTURE
ABOVE. PAINT
518' GYP BOARD, FINISH
(2) 4 1/2' X 114" C- CHANNEL
3 518' 20 GA. METAL STUD
FRAMING AT 16' O.C.
518' GYP BOARD, FINISH
1
3/4' PLY800 BAR TOP, SEALED
ON 2 114• WATER RESISTANT •
- -• PLYWOOD BASE 71/t
L.
2 ' -0
r. -
- ' ' STAINLESS STEEL.. WITH 1/2'
_ _ - - _ ;, - _ _ _ _ _ _ ; < _ CONTINUOUS STAINLESS STEEL
DRINK RAIL SEAL AS REWIRED RADIUS ON BOTH SIDES
!I, �dx
2 X 4 WOOD BLOCKING
--- - - - - -- ----- - - -,,- - -1 , 1 � 114' SHIM
1 - 1
O
-- 1 8•
s' X 6• X 3/6', 6• IFNGTH,
STEEL ANGLES 0 &O.C.
3/4 X 6 WOOD TRIM, SEALED
3 5 /B' 20 GA METAL STUD
FRAMING AT 16' O.C.
3/4' PLYB00, SEALED OVER 314'
-_ - I I WATER RESISTANT PLYWOOD
8.18• i v FIBERGLASS REINFORCED PLASTIC
------ - - - -_ _ _ __ _ ___ _ _ __ COVERING (COLOR BUCK) OVER
511r WA1Fit RESISTANT NEV EQUIPMENT BY OTHERS -
- / I I
PLANS 2 1/2 STEEL ROUND TUBING
PLYWOOD RACING TO KITCHEN WITH BRUSHED ALUMINUM FINISH
R9' -6 1;/2' 1 AND COMBINATION BRACKETS
i 1 1 18' FIBER CEMENT BOARD BASE WITH BRUSHED ALUMINUM FINISH
SPACED (I I REQUIRED EQUALLY OR AS
CAULK PERIMETER 3/4' X 6• WOOD BASE, SEALED
WATERPROOF MEMBRANE 18' UP m
WALL AND UNDER TILE FLOOR '
=g 1/2' BEYOND WALL � � I I ��OOPoNG, SEE FLOOR FINISH
RB
' 9' -3 j3/4' / / 6' QUARRY TILE AND 8 �
QUAFRY TILE BASE SLOP TO DRAIN 1 8' P ' -0' •
--- - - - - -- 01-0'
Rf -D' - T EXISTING SLAB
5'-6 1/4
EXISTING CONCRETE SUB
,� BAR #123 ENLARGED PLAN 2 SECTION AT BAR #123
SCALE: 1/4 " =1' -0" SCALE: 1- 1/2 " =1' -0"
- f 1 I. 8•
,
,
1
- a
INU MAJUNKT HALL
SEAL 0 WALL \
3/4" PLYB00 WOOD TIERS
W ACRYLIC LENS
6675 \Y/.s+-..J 131vd. Suite ILO
3/4' PLYBOO TOP SEALED
�rland�, Florida 32821
ON 2 1/4' WATER
L07.351.8/8/ 410/.351.Q'254
RESISTANT PLYWOOD BASE
�c
�I
STAINLESS STEELIMTH 1/2'
RADIUS ON BOTH SIDES
WOOD BLOCKING AS
REQUIRED
NEW EQUIPMENT BY OTHERS - 2 X WOOD BLOCKING
REFER TO KITCHEN PLANS AS REWIRED
i0
1
i7
5 5
SLOPE TO DRAIN IN PER 1' -0"
..��..._....._ _� ._.. T EXIS'i1NG0SLAB
' l BACK COUNTER AT BAR #123
SCALE: 1 -1/2 "= 1' -0"
�� EXISTING MASONRY WALL
lA
VARIES SEAL 0 WALL
1'
8'
3/4' PLYB00 BACK
SPLASH SEALED
314' PLYB00 TOP SEALED
ON 2 1/4' WATER
RESISTANT PLYWOOD BASE
STAINLESS STEEL WITH 1/2'
RADIUS ON BOTH SIDES
2 X 4 WOOD BLOCKING
PLYB00, SEALED
114' PLYWOOD BACK
314' PLYWOOD BASE
WOOD BLOCKING CABINET
SUPPORT AS REQUIRED
VINYL BASE (BUCK)
,
,
d 01 -00
T EXISTING SLAB
EXISTING CONCRETE SLAB
`
I
• , `J BACK COUNTER AT BAR #123
314" PLYBOO BAR TOP, SEALED
ON 2 1/4• WATER RESISTANT
PLYWOOD BASE Q 3 1/2' 2' -0'
CONTINUOUS STAINLESS STEEL STAINLESS STEEL WITH 112'
RADIUS ON BOTH SIDES
DRINK RAIL SEAL AS REWIRED
2 X 4 WOOD BLOCKING •�
1' - 3/4' X 6' WOOD TRIM, SEALED 6•
4• X 6' X 318', 6• LENGTH,
3 5/8' 20 GA. METAL STUD I STEEL ANGLES 0 32'O.C.
FRAMING AT 16" O.C.
3/4' PLYB00, SEALED OVER 3/4'
WATER RESISTANT PLYWOOD
FIBERGLASS REINFORCED PLASTIC
COVERING (COLOR BUCK) OVER I I
5/8' WATER RESISTANT N EQUIPMENT BY OTHERS - I I 2 1/2' STEEL ROUND TUBING WITH
PLYWOOD BACKING REFIR TO KITCHEN PLANS BRUSHED ALUMINUM FINISH AND
COMBINATION BRACKETS WITH
18' FIBER CEMENT BOARD BASE BRUSHED ALUMINUM FINISH SPACED
c I I EQUALLY OR AS REQUIRED
CAULK PERIMETER
314' X 6' WOOD BASE, SEALED
WATERPROOF MEMBRANE 18' UP io
WALL AND UNDER TILE FLOOR
BEYOND WALL I I VCT FLOORING, SEE FLOOR FINISH
SCHEDULE
6' QUARRY TILE AND 6' •
QU Y TILE BASE
TO DRAIN 1
0'-0'
T EXISTING SLAB
E)aS11NG CONCRETE SLAB
3 SECTION AT BAR #123
SCALE: 1- 1/2 " =1' -0"
MiverA
Arcktecture Fy+ Design, c.
6675 \Y/.s+-..J 131vd. Suite ILO
�rland�, Florida 32821
T
L07.351.8/8/ 410/.351.Q'254
Info @M overicorch Des.corr
26000903 Ajl . 91835
a conceptua !y indeoendent forum
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Enlarged
Plan and
Details
A401 ■
Drawing No.
'� �' •lsr,a.