12-508-0080
19
AO
/
• • • •
PLAN FOR LOCATION
PLATE DETAIL FOR FUTURE & ACTUAL GRAB
BAR INSTALLATION AT METAL STUD WALL
(SEE BATHROOM ELEVATIONS FOR LOCATION)
RESTROOM ACCESSORIES SCHEDULE
ENLARGED TOILET ROOM PLAN
PRODUCT
FIMM
TOILET
RM. ELEVATION
1
ECESSED PAPER TOWEL DISPENSER /DISPOSAL
TOILET
RM. ELEVATION
SCOTTFOLD 09117
%M1
TOILET
RM. ELEVATION
- ___
0i
TOILET
RM. ELEV.
k1wFA
BOBRICK
B -3574
4
gil
S.S.
BOBRICK
111IM1110111117"
L
11111111����I;iw
BE HOOK
S.S.
BOBRICK
B -211
6
E D MIRROR
rX
S.S.
• • • •
PLAN FOR LOCATION
PLATE DETAIL FOR FUTURE & ACTUAL GRAB
BAR INSTALLATION AT METAL STUD WALL
(SEE BATHROOM ELEVATIONS FOR LOCATION)
RESTROOM ACCESSORIES SCHEDULE
TAG
PRODUCT
FIMM
MANUFACIUMM
MODEL NM
1
ECESSED PAPER TOWEL DISPENSER /DISPOSAL
PEARL WHITE
KIMBERLY —CLERK
SCOTTFOLD 09117
2
ANDICAP ACCESSIBLE 1 -1/2" DIA. GRAB BARS(TOILET)
S.S. FRAME
BOBRICK
B -290
3
ULTI —ROLL TOILET TISSUE DISPENSER, NAPKIN
ISPOSAL.
S.S.
BOBRICK
B -3574
4
ANDICAP ACCESSIBLE SOAP DISPENSER
S.S.
BOBRICK
B -306
5
BE HOOK
S.S.
BOBRICK
B -211
6
E D MIRROR
rX
S.S.
BOBRICK
B -165 2436
(A) H.C. WATER CLOSET 0 H.C. LAVATORY
1. ALL LAVATORIES SHALLLLL HAVE LEVER OPERATED FAUCETS
2. ALL TOILET AND LAVATORY MOUNTING HEIGHTS ARE TO RIMS
II
I
F1
TYPICAL WALL BACKING DETAIL
- -
RESTROOM SCHEDULE
,���
\�iiiii u
v
\ L`3 /I
►t:F /i
►�i //
`
II
I
F1
GENERAL NOTES
A. DIMENSIONS PROVIDED FOR HEIGHTS QF- HXTURB AND
ACCESSORIES TO BE COMPLIANT WITH 1HE : BC - ry
ACCESSIBILITY CODE. ANY DISCREPANCIES BETWEEN CODE
REQUIREMENTS AND DIMENSIONS PROVIDED SHALL BE
BROUGHT TO THE ARCHITECT'S ATTENIRON PRIOR TO-
INSTALLATION. m "
B. GRAB BARS SHALL BE OF SUFFICIENT STRENGTH WITH
ANCHORAGE TO SUSTAIN A DEAD WEIGHT OF 300 LBS.
FOR FIVE MINUTES AT ANY POINT.
C. SEE SHEET A -5.1 FOR FINISH SCHEDULE, SPECIFICATIONS,
AND TYPICAL RESTROOM ELEVATION AND TILE PATTERN.
D. ALL DIMENSIONS ARE CLEAR DIMENSIONS, AND ARE
TAKEN FROM THE GLOSSY FACE OF THE TILE.
E. HANDICAPPED ACCESSORIES AND DEVICES TO BE AS
PER ANSI CODE 117.1.
NOTES THIS DRAWING
1 3/8" STAINLESS STEEL SCREWS
2 STAINLESS STEEL COVER PLATE
3 3 1/2- DIAMETER STAINLESS STEEL WALL FLANGE
5/8" MOISTURE RESISTANT DENS ARMOR PLUS GYPSUM
BOARD. REFER TO WALL TYPES
1 1/2- GRAB BAR
CERAMIC TILE
OMETAL STUD BRACING, FULL LENGTH OF GRAB BAR,
CENTER OF STUD TO BE AT THE SAME HEIGHT AS
CENTER OF GRAB BAR
ODOUBLE 3 5/8" METAL STUDS
QNOT USED
<9> PAN HEAD SCREW
11 METAL STUD. REFER TO WALL TYPES
12 6" MINIMUM HEIGHT
O20 GA., 6" HIGH STEEL PLATE (GRAB BAR LENGTH +
13 4" EACH END) SECURED TO METAL STUD AT WALL
<8> 1 1/2 " DIA. GRAB BAR
15 20 GA., 6" HIGH STEEL PLATE (LENGTH AS REQUIRED)
MECH. SECURED TO METAL STUD AT WALL
16 ALIGN CENTER OF MIRROR WITH CENTER OF LAVATORY
17 BASE. REFER TO FINISH SCHEDULE.
18 BENCH CABINET WITH PLASTIC LAMINATE FINISH OVER
PLYWOOD CONSTRUCTION. SEE DETAIL
19 FIXED MIRROR.
20 STEEL LOCKERS
ARCHITECT:
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
liiterior Design Landscape Architecture
'601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
LOUIS J. AGUIRRE & ASSOCIATES. P.A.
Consulting Engineers
9150 South Dadeland Blvd. m Suite 900
Miami * Florida 33156 ® EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www.l„lgaea.com
PERMIT SET
4/13/2012
REVISIONS:
PROJECT NAME:
SMH- HYPERBARIC CHAMBER
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
-1
COMM. NO. 40068
SCALE: AS SHOWN
DATE: 04/13/2012
DRAWN: BZ
CHECKED:
CADD FILE: H:INS- n11003 -SMH ARCH\
DRAWING TITLE:
ENLARGED PLANS,
INT. ELEVATIONS,
AND FIXTURES
SHEET NO.
�I
ENLA RGED DR-ESSING ROOM PLAN
\M
v
\Si ,A
►t:F /i
`
GENERAL NOTES
A. DIMENSIONS PROVIDED FOR HEIGHTS QF- HXTURB AND
ACCESSORIES TO BE COMPLIANT WITH 1HE : BC - ry
ACCESSIBILITY CODE. ANY DISCREPANCIES BETWEEN CODE
REQUIREMENTS AND DIMENSIONS PROVIDED SHALL BE
BROUGHT TO THE ARCHITECT'S ATTENIRON PRIOR TO-
INSTALLATION. m "
B. GRAB BARS SHALL BE OF SUFFICIENT STRENGTH WITH
ANCHORAGE TO SUSTAIN A DEAD WEIGHT OF 300 LBS.
FOR FIVE MINUTES AT ANY POINT.
C. SEE SHEET A -5.1 FOR FINISH SCHEDULE, SPECIFICATIONS,
AND TYPICAL RESTROOM ELEVATION AND TILE PATTERN.
D. ALL DIMENSIONS ARE CLEAR DIMENSIONS, AND ARE
TAKEN FROM THE GLOSSY FACE OF THE TILE.
E. HANDICAPPED ACCESSORIES AND DEVICES TO BE AS
PER ANSI CODE 117.1.
NOTES THIS DRAWING
1 3/8" STAINLESS STEEL SCREWS
2 STAINLESS STEEL COVER PLATE
3 3 1/2- DIAMETER STAINLESS STEEL WALL FLANGE
5/8" MOISTURE RESISTANT DENS ARMOR PLUS GYPSUM
BOARD. REFER TO WALL TYPES
1 1/2- GRAB BAR
CERAMIC TILE
OMETAL STUD BRACING, FULL LENGTH OF GRAB BAR,
CENTER OF STUD TO BE AT THE SAME HEIGHT AS
CENTER OF GRAB BAR
ODOUBLE 3 5/8" METAL STUDS
QNOT USED
<9> PAN HEAD SCREW
11 METAL STUD. REFER TO WALL TYPES
12 6" MINIMUM HEIGHT
O20 GA., 6" HIGH STEEL PLATE (GRAB BAR LENGTH +
13 4" EACH END) SECURED TO METAL STUD AT WALL
<8> 1 1/2 " DIA. GRAB BAR
15 20 GA., 6" HIGH STEEL PLATE (LENGTH AS REQUIRED)
MECH. SECURED TO METAL STUD AT WALL
16 ALIGN CENTER OF MIRROR WITH CENTER OF LAVATORY
17 BASE. REFER TO FINISH SCHEDULE.
18 BENCH CABINET WITH PLASTIC LAMINATE FINISH OVER
PLYWOOD CONSTRUCTION. SEE DETAIL
19 FIXED MIRROR.
20 STEEL LOCKERS
ARCHITECT:
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
liiterior Design Landscape Architecture
'601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
LOUIS J. AGUIRRE & ASSOCIATES. P.A.
Consulting Engineers
9150 South Dadeland Blvd. m Suite 900
Miami * Florida 33156 ® EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www.l„lgaea.com
PERMIT SET
4/13/2012
REVISIONS:
PROJECT NAME:
SMH- HYPERBARIC CHAMBER
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
-1
COMM. NO. 40068
SCALE: AS SHOWN
DATE: 04/13/2012
DRAWN: BZ
CHECKED:
CADD FILE: H:INS- n11003 -SMH ARCH\
DRAWING TITLE:
ENLARGED PLANS,
INT. ELEVATIONS,
AND FIXTURES
SHEET NO.
�I