04-04-023TOP OF SLAT
EXISTING
1 THIRD FLOOR
EL. +31' -0" ly
EXISTING TO REMAIN
I� 71
�i
EXISTING
ROOF
0015TURDED)
NUE GYP. W 4'
GEILIN6 LEVEL
TOP OF SLAGS - I 50HEMLED -
• SECOND FLOOR -
EL. +IV-O"
II
IN 11 E 15TIN6 2ND FLOOR
f SLAB TO REMAIN
II
ii
II
I I EXISTING STRUCTURE
I I T REMAIN
I ( YOND)
I i
TOP TRACK
FASTENED TO
I I E51 DE OF SLAB
II
112" RIGID INSULATION DIRECTLY
I I
ADHERED TO EXISTING CMU WALL
WITH A TOTAL R VALUE OF -75
ALL EXTERIOR I I CONTINUE 6YP, EV 4'
FINISHES r0 REMAIN f I P T 6EILIN6 LEVEL
UNDISTURBED I ( (7 P)
L - II
it
( II
I I NEW SUSPENDED ACGOUSTIG
I I GEILINO SYSTEM SEE
I REFLECTED CEILING PLAN ON
I I SHEET A3D SERIES
I I EX15TIN6 b" CNU BLOCK
WALL TO REMAIN
I (1) LAYER OF 6YP, BD OVER
113 1/2" METAL STUDS - SEE IP
I I J PW55 FOR FIN15HE-5
II
EXIT
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PLAN ON SHEET AI.I EXPANSION ,JOINT
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REMOVE SOIL AS
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SLAB
(74 WALL SECTION
SCALE: 3 /b" = 1' -0"
U_
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1
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I
E ROOFG
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I I
6" TRACK FASTENED TO b" MTL.
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REFLECTED GEILIN6 PLAN ON
(UNDISTURBED)
I I
I
1 I 12" R161D INSULATION DIRECTLY
II
SHEET A3D SERIES
I
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I I
CONTINUE TO UNDERSIDE OF
I I
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it
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EXI5TIN6 12" GMU
II I
II
I !
WALL TO REMAIN
WALL TO REMAIN
I i
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I
ALL EXTERIOR
I
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II
III
5 /6" GYP. BO. OVER 1/2" PLYWOOD,
FINISHES TO REMAIN
ATTACH TRACK TO EX151N6
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I I
UNDISTURBED
FURRING GHANNEL5 - TOTAL
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I I
I I
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R VALUE OF 75
Q
[
1 1/2" RI610 INSULATION DIRECTLY
i I
(1) LAYER OF 6YP. BD OVER
ADHERED TO EXISTING CMU WALL
BASKETBALL
II
I I
1 112' 'Z" CHANNEL FURRING 0
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1 1/2" RI610 INSULATION DIRECTLY
I
24' O.G. - SEE ID PW65 FOR
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_
FINISHES
EXI5TINc5
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I I
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5PINNING
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NEW FLOOR FIN15H AS
II
I I
TOP TRACK FASTENED TO
TOP OF SLAGS - I 50HEMLED -
• SECOND FLOOR -
EL. +IV-O"
II
IN 11 E 15TIN6 2ND FLOOR
f SLAB TO REMAIN
II
ii
II
I I EXISTING STRUCTURE
I I T REMAIN
I ( YOND)
I i
TOP TRACK
FASTENED TO
I I E51 DE OF SLAB
II
112" RIGID INSULATION DIRECTLY
I I
ADHERED TO EXISTING CMU WALL
WITH A TOTAL R VALUE OF -75
ALL EXTERIOR I I CONTINUE 6YP, EV 4'
FINISHES r0 REMAIN f I P T 6EILIN6 LEVEL
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L - II
it
( II
I I NEW SUSPENDED ACGOUSTIG
I I GEILINO SYSTEM SEE
I REFLECTED CEILING PLAN ON
I I SHEET A3D SERIES
I I EX15TIN6 b" CNU BLOCK
WALL TO REMAIN
I (1) LAYER OF 6YP, BD OVER
113 1/2" METAL STUDS - SEE IP
I I J PW55 FOR FIN15HE-5
II
EXIT
REMOVE EXISTING j CORRIDOR
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EL. +0'-6
REMOVE SOIL AS
REQUIREP TO
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SLAB
(74 WALL SECTION
SCALE: 3 /b" = 1' -0"
U_
U_
C
1
I L NEW STEEL JOISTS - SEE
STRUCTURAL ON65 FOR 51ZE
I AND CONNECTIONS
II
I I 3 1/2' MTL STUDS
r 24' O.G.
X15TIN6 5° Mu I I I
OGK WALL O
REMAIN I I I - - - - --
II
DRYWALL GL6.
II SEE REFLECTED
MECHANICAL III GL6. PLAN N
DUGRHORK - SEE 51b" 6YP. BD, OVER 3 112"
MECHANICAL DWC75 I I METAL STUDS AT 24" O.G. SEE
I I ID PW65 FOR FINISHES
II
NEW 2HR FIRE I I FREE WEIGHT5/ o ,�
RATED CHASE WALL I i CIRCUIT TRAINING U_
PER UL #436 I I Q <
II
REMOVE TH II
SPINNING PORTION OF BASE A5 50HEDULED
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BASE AS SEE FLOOR AN5 I " I I NEW 4 1/2" GONG. 5LA13 OVER 2" DE =-P
SCHEDULED FOR EXACT PNG COMPOSITE METAL DECK - SEE
DIMENSION I I 5TR)CTURAL OW65 FOR MORE
NEW FLOOR I I INFORMATION
FINISH AS
SCHEDULED= FINISH FLOOR AS
SECHEDULE
EXISTING 2ND I I +
FLOOR SLAB I I + L TO REMAIN I
I I NEW STEEL JOISTS -SEE
I I STRUCTURAL DWGS FOR SIZE
RECESS MTL STUDS I I AND CONNECTIONS
50 GYP. BD ON I I ( I
POOL EQUIP. ROOM
ALI6145 W/ OPENIN6 I I I I TOP TRACK FASTENED TO
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BEAM TO REMAIN i i I I
EXI5TING I I 3 112" METAL STUDS TO
I I CONCRETE BEAM I I CONTINUE AND BRACE TO
I I TO REMAIN I I EXISTING STRUCTURE
NO 6YP. W THIS I ► I I
SIDE ABOVE
GEILIN6 I f
I I 3 I/2" MTL STUDS
3 1/2" MTL STUDS I I l l • 24" O.G.
i 24" O.G. I I EXI5TIN6 b" CMU I I
BLOCK WALL TO
- - -- I I REMAIN I I _--- --
DRYWALL CLB C I I I I I I I
DRYWALL GL6. FED 5EE RE
GL6. PLAN
SEE REFLECTED
I I I I CL6. PLAN
(1) LAYER OF GYP. I I I I SET MTL 5TUD5 1 /6" AWAY
BD EACH 51DE, I I I I FROM BEAM FACE A5 SHOWN
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5TUD5 PER WALL CONCRETE BEAM
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A5.0 I I FURRING -� AT 24' O.G,
I I WOMEN'S
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r I I FILL (TYP)
3 WALL SECTION
,453 SCALE: 3/b" = 1' -0"
O
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CONTINUE TO UNDER IDE OF
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I
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REFLECTED CEILINr7 PLAN ON I I
SHEET A3.0 SERIES I ATTACH VERTICAL METAL STUD TO
i 3 5 /b" METAL TRACK WITH #10 TEK
iI I SCREWS.
ATTACH 3 5/6" METAL TRACK TO
EX15TING GONG. BEAM WITH .145
I POWDER ACTUATED FASTENERS • b"
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if
o II �I
II
II
I I ...
1 1/2' RI6112 INSULATION DIRECTLY
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IL
< 5 /b" GYP. BD. OVER 16 6A, 3 1/2"
METAL STUDS AT 24" O.G. -SEE ID I I --
DW65 FOR FIN15HE5
II
AEROBICS I i
ROOM
II
ATTACH VERTICAL METAL STUD TO
I 1 3 5/V METAL TRACK WITH #10 TEK
AEROBICS FLOOR I 1 SCREWS.
SYSTEM PER LA FITNESS I i ATTACH 3 S /b" METAL TRACK TO
SPECIFICATIONS I I EXISTING GONG. BEAM WITH .145
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SLAB OVER 2" DEEP SCHEDULED I i O.C. STAGGERED
COMPOSITE METAL
D��UGTURAL DW65 i I PARKING C�ARhGE 2
\ w m FOR MORE I 3RD LEVEL
N �3 OF DEPRESSED INFORMATION I ! M'IDISTURBED)
NEN )a • THIRD FLOOR -
EL. +30' -•41 1/2"
NEW STEEL JOISTS
- SEE STRUCTURAL
pWGS FOR SIZE
AND CONNECTIONS
3 1/2" METAL STUDS TO
CONTINUE AND BRACE TO
EXISTING STRUCTURE -
r
W
J
W
w
i
A
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"DISTURBED)
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II
II
II
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I
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E ROOFG
EXISTING
b" 04-STAGGERED.
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STUDS W/ x10 TEK SGREW5
I I
(UNDISTURBED)
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II
ADHERED TO EXISTING CMU WALL
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I I
CONTINUE TO UNDERSIDE OF
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II
U U U
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II I
II
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WALL TO REMAIN
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II
I
I I
EXI5TIN6 BEAM (TYP)
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II
III
5 /6" GYP. BO. OVER 1/2" PLYWOOD,
I I
ATTACH TRACK TO EX151N6
OVER 16 GA 3 1/2" METAL 5TUD5
EXTERIOR MASONRY WALL
I I
i I
AT 24" O.G. - SEE ID DW65 FOR
ACTUATED FASTENERS • b"
I I
I I
!I
FINISHES
ATTACH TRACK TO 16 6A.
I I
1 1/2" RI610 INSULATION DIRECTLY
i I
III
ADHERED TO EXISTING CMU WALL
BASKETBALL
II
I I
fl
WITH A TOTAL R VALUE OF 1-5
1 1/2" RI610 INSULATION DIRECTLY
I
ADHERED TO EXISTING GMU WALL
BOTTOM TRACK FASTENED TO
WITH A TOTAL R VALUE OF '15
I I
II
EXISTING BEAM (TYP)
EXI5TINc5
I I
I I
I I
CONCRETE BEAM
I I
5 /5" GYP. BD. OVER 1/6" METAL
TO REMAIN
I I
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I I
7T
II
I I
TOP TRACK FASTENED TO
I I
III
EXIS71N6 BEAM (TYP)
STUDS W/ #10 TEK 5GREW5
I I
SET MTL STUDS T/b" AWAY OF
I I
II
I
I
I I
II
II
BEAM FACE AS SHOWN
II
III
5 /6" 6YP. BP, OVER 1/2" PLYWOOD,
DECK - SEE
I I
I I
OVER Ib GA 3 1/2" METAL STUDS
MORE INFORMATION FLOOR AS
I 1
I I
AT 24" O.G. - SEE ID DWGS FOR
I I
FINISHES
ALL EXTERIOR
I I
FINI5HE5 TO REMAIN
I I
I
UNDISTURBED
I I
f
11/2" RIGID INSULATION DIRECTLY
ADHERED TO EXI5TIN6 CMU WALL
_
I I
WITH A TOTAL R VALUE OF 15
EXISTING 12" CMU
II
II
I I
WALL TO REMAIN
I I
I (
BASKETBALL
COURT
EXI5TIN6
II
I I
CONCRETE BEAM
V
I I
TO REMAIN
I I
I I
II
BASE AS SCHEDULED
EXISTING
III
NEW 4 1/2" GONG. SLAB OVER 2" DEEP
I I
C-OMP051TE METAL DECK - SEE
ROOF
I f
5TRUGTURAL PW55 FOR MORE
(UNDISTURBED)
I I
INFORMATION
I I
BASKETBALL FLOOR PER
J
I
III
LA FITNESS SPECIFICATIONS
I L NEW STEEL JOISTS - SEE
STRUCTURAL ON65 FOR 51ZE
I AND CONNECTIONS
II
I I 3 1/2' MTL STUDS
r 24' O.G.
X15TIN6 5° Mu I I I
OGK WALL O
REMAIN I I I - - - - --
II
DRYWALL GL6.
II SEE REFLECTED
MECHANICAL III GL6. PLAN N
DUGRHORK - SEE 51b" 6YP. BD, OVER 3 112"
MECHANICAL DWC75 I I METAL STUDS AT 24" O.G. SEE
I I ID PW65 FOR FINISHES
II
NEW 2HR FIRE I I FREE WEIGHT5/ o ,�
RATED CHASE WALL I i CIRCUIT TRAINING U_
PER UL #436 I I Q <
II
REMOVE TH II
SPINNING PORTION OF BASE A5 50HEDULED
EXISTING SL B -
BASE AS SEE FLOOR AN5 I " I I NEW 4 1/2" GONG. 5LA13 OVER 2" DE =-P
SCHEDULED FOR EXACT PNG COMPOSITE METAL DECK - SEE
DIMENSION I I 5TR)CTURAL OW65 FOR MORE
NEW FLOOR I I INFORMATION
FINISH AS
SCHEDULED= FINISH FLOOR AS
SECHEDULE
EXISTING 2ND I I +
FLOOR SLAB I I + L TO REMAIN I
I I NEW STEEL JOISTS -SEE
I I STRUCTURAL DWGS FOR SIZE
RECESS MTL STUDS I I AND CONNECTIONS
50 GYP. BD ON I I ( I
POOL EQUIP. ROOM
ALI6145 W/ OPENIN6 I I I I TOP TRACK FASTENED TO
EDGE I I I I EXI5TING BEAM (TYP)
EXI5TIN5 CONCRETE
BEAM TO REMAIN i i I I
EXI5TING I I 3 112" METAL STUDS TO
I I CONCRETE BEAM I I CONTINUE AND BRACE TO
I I TO REMAIN I I EXISTING STRUCTURE
NO 6YP. W THIS I ► I I
SIDE ABOVE
GEILIN6 I f
I I 3 I/2" MTL STUDS
3 1/2" MTL STUDS I I l l • 24" O.G.
i 24" O.G. I I EXI5TIN6 b" CMU I I
BLOCK WALL TO
- - -- I I REMAIN I I _--- --
DRYWALL CLB C I I I I I I I
DRYWALL GL6. FED 5EE RE
GL6. PLAN
SEE REFLECTED
I I I I CL6. PLAN
(1) LAYER OF GYP. I I I I SET MTL 5TUD5 1 /6" AWAY
BD EACH 51DE, I I I I FROM BEAM FACE A5 SHOWN
OVER 3 1/2" METAL I I EXISTING I I
5TUD5 PER WALL CONCRETE BEAM
TYPE ON SHEET I I TO REMAIN ---- -� 5 /b" 6YP - BD. OVER l /b" METAL
A5.0 I I FURRING -� AT 24' O.G,
I I WOMEN'S
WOMEN II POOL VESTIBULE U_
0RE55INC-7 EQUIP. 5 1b" 6YP. BD. OVER 3 1/2"
METAL STUDS AT 24" 04. - !SEE
I I ID DWC.�S FOR FIN15HE5
I I EXISTING b" GMU I i
I I WALL TO REMAIN I I
BASE AS I I I I
SCHEDULED I I I I BASE AS SCHEDULED
I I NEW b" NEW 6" GONG. AB
NEW FLOOR I I CONCRETE CURB NEW FLOOR OVER 6 MIL. POR
FINISH AS I I FINISFI A5
SCHEDULED- I I 5CHEDULED BARRIER OVER, COMP.
r I I FILL (TYP)
3 WALL SECTION
,453 SCALE: 3/b" = 1' -0"
O
r�
T
EXISTING i
ROOF
(UNDISTURBED)
. I I
I
U U U
�I
1 1/2' R1610 INSULATt N DIRECTLY
ADHERED TO EX15TIN6 CMU WALL
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CONTINUE TO UNDER IDE OF
EXI5TIN6 STRUCTURE 1
I
�I
,I
EXTEND 6YP. BD. 4'
ABOVE GEILINC L L EXISTING CONCRETE
BEAM TO REMAIN
r-- I
NEW SUSPENDED ACGOUSTIC I I
CEILING SYSTEM SEE I I
REFLECTED CEILINr7 PLAN ON I I
SHEET A3.0 SERIES I ATTACH VERTICAL METAL STUD TO
i 3 5 /b" METAL TRACK WITH #10 TEK
iI I SCREWS.
ATTACH 3 5/6" METAL TRACK TO
EX15TING GONG. BEAM WITH .145
I POWDER ACTUATED FASTENERS • b"
I I O.G. 5TAG0ERED
if
o II �I
II
II
I I ...
1 1/2' RI6112 INSULATION DIRECTLY
ADHERED TO EXI5TIN6 GMU WALL I
WITH A TOTAL R VALUE OF '15 I I I
IL
< 5 /b" GYP. BD. OVER 16 6A, 3 1/2"
METAL STUDS AT 24" O.G. -SEE ID I I --
DW65 FOR FIN15HE5
II
AEROBICS I i
ROOM
II
ATTACH VERTICAL METAL STUD TO
I 1 3 5/V METAL TRACK WITH #10 TEK
AEROBICS FLOOR I 1 SCREWS.
SYSTEM PER LA FITNESS I i ATTACH 3 S /b" METAL TRACK TO
SPECIFICATIONS I I EXISTING GONG. BEAM WITH .145
NEW 4 I/2" GONG. BASE AS POWDER ACTUATED FASTENERS • b"
SLAB OVER 2" DEEP SCHEDULED I i O.C. STAGGERED
COMPOSITE METAL
D��UGTURAL DW65 i I PARKING C�ARhGE 2
\ w m FOR MORE I 3RD LEVEL
N �3 OF DEPRESSED INFORMATION I ! M'IDISTURBED)
NEN )a • THIRD FLOOR -
EL. +30' -•41 1/2"
NEW STEEL JOISTS
- SEE STRUCTURAL
pWGS FOR SIZE
AND CONNECTIONS
3 1/2" METAL STUDS TO
CONTINUE AND BRACE TO
EXISTING STRUCTURE -
r
W
J
W
w
i
A
EXISTING
ROOF
"DISTURBED)
6" 18 6A. TOP TRACK FASTENEP TO
II
II
II
II
I
EXISTING ROOF SLAB W/ .145
I
POWDER ACTUATED FASTENERS •
EXISTING
b" 04-STAGGERED.
I I
6" TRACK FASTENED TO b" MTL.
STUDS W/ x10 TEK SGREW5
I I
STAC3C3ERED
I I
I
1 I 12" R161D INSULATION DIRECTLY
II
ADHERED TO EXISTING CMU WALL
I
WITH A TOTAL R VALUE OF 1.5 -
I I
CONTINUE TO UNDERSIDE OF
I I
EXI5TIN6 STRUCTURE
I
I
II
II
II
I
16 6A. b" METAL 5TU05 AT
I I
16" O.G. PROVIDE BRAGIN6
a v
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A5 5HOM
I i
II
I
ib 6A. b" METAL BRACE
II
I
I
II
I I
ATTACHED TO 6" STUDS
I I
WITH 4 #10 TEK SCREWS.
I I
ATTACH TRACK TO EX151N6
I 1
EXTERIOR MASONRY WALL
I I
WITH .145 POWDER
ACTUATED FASTENERS • b"
I I
. II
._I
ATTACH TRACK TO 16 6A.
I I
6" METAL BRACE WITH #10
i I
TEK 50'REW5
I
BASKETBALL
II
I I
COURT
I
II
II
1 1/2" RI610 INSULATION DIRECTLY
I
ADHERED TO EXISTING GMU WALL
EXISTING
WITH A TOTAL R VALUE OF '15
I I
II
5 1a" 6YP. BD. OVER 1/2"
I I
PLYWOOD OVER Ib 6A. b" METAL
I I
STUDS AT 24" O.G. SEE ID ON55
FOR FINISHES
I I
II
6" 0 6A. BOTTOM TRACK
I I
FASTENED TO EXISTING SLAB W/
I I
.145 POWDER ACTUATED FASTENERS
I I
• b" O.G. STAG6ERED.
I I
b" TRACK FASTENED TO 6" MTL.
STUDS W/ #10 TEK 5GREW5
I I
5TACGOERED
I I
II
I
NEW 4 1/2" GONG. SLAB
I
I I
OVER 2" DEEP BASE AS
COMP051TE METAL SCHEDULED
if
DECK - SEE
I I
STRUCTURAL DW65 FOR FINISH
MORE INFORMATION FLOOR AS
I 1
5EGHEDULE
1
I
TON OF EXI5TIN6
SEAM
-_ -Y-- EL. +31'-0"
TOIP OF NEw NRESSED
SLAB
THIRD FLOOR
NEW 3RD FLOOR I I ( EL. +30' -q 112"
STRUCTURE -SEE
STR. DW6S I II I
2AGGE55 PANEL I II - - METAL TRACK ATTACHED TO 2
3 I12" MTL STUDS ' � M - _ _ - -' -• GONG. 5LAB WITH .145 POWDER
I I 3 1/2' TL STUP5 I - I I AGTUATEP FASTENERS • b" O.G.
• 24 " OG. I I 2 • 24' O.G. I fII STAGGERED.
I ATTACH VERTICAL METAL STUD TO ATTACH STUDS TO TRACK WITH *IO
- - -- - -'
-
=77 - I 3 5 /b" METAL TRACK WITH #10 TEK I 1 TEK SCREWS
DRYWALL GLG.
DRYWALL GL6. I I A RAWS 3 5 /b" METAL TRACK TO SEE REFLECTED I I II ell
GLGRPLANGTED EXISTING CONC. BEAM WITH .145 GL6. PLAN
I POWDER ACTUATED FASTENERS • b"
I I O.G. 5TAG6ERED I (
1 1/2' RIGID INSULATION DIRECTLY INTAKE AIR CHASE - ALL 1 _'
ADHERED TO EXISTING GMU WALL ATTACH HORIZONTAL METAL SURFACES TO BE GLEAN I I 1I
WITH A TOTAL R VALUE OF 13 I I TRACK TO EACH VERTICAL DRYWALL FINISHED I I I
I I I STUD WITH 4 #10 TEK 5CREW�j
FREE WEIGHTS/ FREE WEIGHTS/ I i EXISTING 12' GMU
I I I
CIRCUIT TRAINING I I CIRCUIT TRAINING 1 BLOCK WALL TO
O U. I EXISTING 12" CMU O U_ I I REMAIN
51b "' GYP. W. OVER 3 1/2" - 5 /b" 6YP. BD. OVER 3 1/2'
,q < I I BLOCK WALL TO 4 lir
II
METAL STUD�a AT 24" O.G. - REMAIN METAL STUDS AT 24" O.G. -
SEE ID OW65 FOR FINISHES I 1 = SEE IP PW65 FOR FINISHES
ATTACH VERTICAL METAL STUD TO I I I II
BASE AS SCHEDULED 3 5 /b" METAL TRACK WITH #10 TEK BASE AS SCHEDULED I I 1 TOP OF NEW
I I SCREWS. NEW 4 I/2'" GONG. SLAB OVER I I _ COINER
NEW 4 1/2" GONG. SLAB OVER ATTACH 3 5/b" METAL TRACK TO CONG. I
I I I I II EL. +20' -O..
2" DEEP COMP051TE METAL SLAB WITH .145 POWDER ACTUATED 2" DEEP COMPOSITE METAL
DECK - 5EE 5TRUCTURAL FINISH I I _ FASTENERS • b" O-G. STAGGERED DECK - SEE STRUCTURAL FINISH
DW65 FOR MORE FLOOR AS 01465 FOR MORE FLOOR AS I ( N TON OF EXISTING
INFORMATION SEGHEDULE I INFORMATION SEGHEDULE I I I...1. BEAM t
x.
TON OF SLAB I TOP OF 5LA5 I I I) TOP OF SLAB
A 5EGOND FLOOR _ 1 SECOND FLOOR • SEC FLOOR
EL. +Ib' -O" EL. +Ib'- O "- "- -x -x - EL. +la' -O"
EXISTING
+ I I CONCRETE BEAM
TO REMAIN
NEW STEEL JOISTS -SEE
TON OF EXI5TI% EXI571NC 12' CMU STRUCTURAL DW65 FOR 51ZE BEA..t - NEW 2ND FLOOR L BLOCK WALL
AND GONNEGTION5 EL. +Ib' -O" STRUCTURE - SEE REMAIN
3 1/2" METAL STUDS TO STR. DW65
CONTINUE AND BRAGS TO 11/2" R161D INSULATION FRICTION FIT
EXISTING STRUCTURE i
BEAM I TO REMAIN CONCRETE -- TOTAL R VALUE OF '75 CHANNELS CONTINUE
ATTACH HORIZONTAL METAL EXI5TIN6 COLUMN 1I RI61D INSULATION TO UNDERSIDE OF
TRACK TO EACH VERTICAL BEYOND TO EXISTING BEAM
STUD WITH 4 #10 TEK SCREWS REMAIN
ATTACH 3 1/2" MTL STUDS I I ! 3 5/6" METAHORIZONTAL RACK METAL
TH #10TE TO
1 24" O.G. I I EXISTING 12" GMU 3 I /2" MTL STUDS SCREWS.
BLOCK WALL TO • 24" O.G.
- - - - -- I REMAIN - - - - -_ - _--- _ -_ -__ -__ -_- �I ATTACH 35/b" METAL TRACK7
EXISTING MASONRY WALL WITH .11
45
POWDER ACTUATED FASTENERS 0 6"
DRYWALL CLB. =
SEE REFLECTED I I DRYWALL GL6. �I O.G. STAGGERED
CLG. PLAN 1 I SEA R1'EjF ^NGTEP
1 1/2" R1011? INSULATION DIRECTLY 11 ATTACH VERTICAL METAL STUD TO 2
ADHERED TO EXISTING GMU WALL 0 3 5 1b" METAL TRACK WITH #10 TEK NEW DECORATIVE I) PATCH AND REPAIR
WITH A TOTAL R VALUE OF -75 1 1 SOREW5. ARCH BEYOND - SEE EXTERIOR FINISHES
I I ATTACH 3 5 /6" METAL TRACK TO REFLECTED GEILIN6 r0 MATCH EXISTING
EX15TIN6 GONG. BEAM WITH .145 PLAN ON SHEET A3.1 ADJACENT AREAS
I I POWDER ACTUATED FASTENERS • b"
I I O.G- STAGGERED
5 /6' M.R. 6YP. BD. OVER i I/2 � Q BOTTOM OF
SET MTL STUD5 '1 /b' AWAY I f "Z' METAL FURRING AT 24" J « - - NEW PREGA5T LINTEL.
FROM BEAM FACE AS SHOWN O.C. PER WALL TYPE ON w
I I SHEET A5.0 EL. +T' -O 5 /ts"
w(
5 /b' M.R. GYP. W. OVER T /b" I I NEW PRECAST GONG LINTEL
O iL METAL FURRING AT 24' O.C. ' - 5EE STRUCTURAL PW65 V
POOL AREA EXISTING CONCRETE
I
5/6' M.R. 6 BEAM TO REMAIN YP. BD. OVER 3 1/2" NEW MIAMI -DADE PRODUCT A OVER
METAL 5TUD5 AT 24" O.G. - I DOOR UNIT - SEE DOOR SCHEDULE a
SEE 1D PW65 FOR FINISHES PARKING GARAGE
BASE AS SCHEDULED FIR5T LEVEL NEW 6" GONG. SLAB EXIT AT 1
2' DRAIN SEE ID I I (UNDISTURBED) OVER 6 MIL. VAPOR POOL AREA
01-455. FOR FIN15H I I BARRIER OVER COMP. ALUMINUM HRESHOLD r
REMOVE SLAB A5 REQUIRED I 1 FILL (TYP)
ATTACH VERTICAL METAL STUD r0 2" DRAIN SEE ID OVER FULL BED OF Lp
TO ACCOMMODATE NEW I ( 3 5 /b" METAL TRACK WITH *10 TEK PWGS. FOR FINISH MASTIC w r
SWIMMIN6 POOL w r FOOL DECK FINISH FLOOR
I SCREWS. BASE AS /
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FINISHES BY POOL I I 5LAB AND EXI5TING GONC. BEAM WITH FINISHES BY POOL (BEYOND) SLOPE
TOP OF DEPRESSED CONTRALTO 145 POWDER ACTUATED FASTENERS • GONT RAC TO K w 1,50 MAX
NEW 5LA5 b' O.G. 5TA66ERED s EXIT RAMP • BUILDIND
• POOL DECK
EL. +0' -3 1/2" -\�\ \�\�\ \.\L'. \L EL. O -5 112
NEW POOL RETENTION
WALL - SEE STRUCTURAL • - -. - � . ' _ : _ . � - - _ - ; -.. ..-.�. -- , - CONCRETE
- . -. _..
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pW65 . • .: - . , .:. .. -. • -., ...- NEW POOL ... .. RA SEE
..
RETENTION 1 STRUCTURE FOR
R INF
WALL -5EE
E
1 STRUCTURAL • i .c . E
1
i EXPANSION GUT EXISTING
i., JOINT _ i
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WATERPROOFING
MEMBRANE ALL AROUND AG , . E NEW
W
,....
I I GOMOPAT
EXIT DOOR
POOL RETENTION WALLS. I
NEW 6" CONC. SLAB 4 2-GOATS OF BITUMASTIG WATERPROOFING EXISTING 5HEARWALL
TO REMAIN
OVER 6 MIL. VAPOR � MEMBRANE ALL AROUND
BARRIER OVER COMP. POOL RETENTION WALLS.
FILL (TYP) I- '
2 WALL SECTION WALL SECTION
SCALE: 3 1b" = I' -0"
SCALE: 3 /b" = I' -0"
J
J
•
•
i
SALTZ MICHELSON
A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
sma@saltzrnichelson.com
AA- 0002897
Mark L. Saltz AR0007171
NOTE:
HORIZONTAL STEEL MEMBER5
(GIRDER AND J015T5) TO HAVE
5PRAYED APPLIED EIRE RE515T I VE
MATERIAL PER UL No. NbI6
s
s
Q
3'
Project No.:
II
�I
2003 -160
Drawn By:
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LV, CLB, KM
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THIRD FLOOR
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STRUCTURE -SEE
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2AGGE55 PANEL I II - - METAL TRACK ATTACHED TO 2
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I I 3 1/2' TL STUP5 I - I I AGTUATEP FASTENERS • b" O.G.
• 24 " OG. I I 2 • 24' O.G. I fII STAGGERED.
I ATTACH VERTICAL METAL STUD TO ATTACH STUDS TO TRACK WITH *IO
- - -- - -'
-
=77 - I 3 5 /b" METAL TRACK WITH #10 TEK I 1 TEK SCREWS
DRYWALL GLG.
DRYWALL GL6. I I A RAWS 3 5 /b" METAL TRACK TO SEE REFLECTED I I II ell
GLGRPLANGTED EXISTING CONC. BEAM WITH .145 GL6. PLAN
I POWDER ACTUATED FASTENERS • b"
I I O.G. 5TAG6ERED I (
1 1/2' RIGID INSULATION DIRECTLY INTAKE AIR CHASE - ALL 1 _'
ADHERED TO EXISTING GMU WALL ATTACH HORIZONTAL METAL SURFACES TO BE GLEAN I I 1I
WITH A TOTAL R VALUE OF 13 I I TRACK TO EACH VERTICAL DRYWALL FINISHED I I I
I I I STUD WITH 4 #10 TEK 5CREW�j
FREE WEIGHTS/ FREE WEIGHTS/ I i EXISTING 12' GMU
I I I
CIRCUIT TRAINING I I CIRCUIT TRAINING 1 BLOCK WALL TO
O U. I EXISTING 12" CMU O U_ I I REMAIN
51b "' GYP. W. OVER 3 1/2" - 5 /b" 6YP. BD. OVER 3 1/2'
,q < I I BLOCK WALL TO 4 lir
II
METAL STUD�a AT 24" O.G. - REMAIN METAL STUDS AT 24" O.G. -
SEE ID OW65 FOR FINISHES I 1 = SEE IP PW65 FOR FINISHES
ATTACH VERTICAL METAL STUD TO I I I II
BASE AS SCHEDULED 3 5 /b" METAL TRACK WITH #10 TEK BASE AS SCHEDULED I I 1 TOP OF NEW
I I SCREWS. NEW 4 I/2'" GONG. SLAB OVER I I _ COINER
NEW 4 1/2" GONG. SLAB OVER ATTACH 3 5/b" METAL TRACK TO CONG. I
I I I I II EL. +20' -O..
2" DEEP COMP051TE METAL SLAB WITH .145 POWDER ACTUATED 2" DEEP COMPOSITE METAL
DECK - 5EE 5TRUCTURAL FINISH I I _ FASTENERS • b" O-G. STAGGERED DECK - SEE STRUCTURAL FINISH
DW65 FOR MORE FLOOR AS 01465 FOR MORE FLOOR AS I ( N TON OF EXISTING
INFORMATION SEGHEDULE I INFORMATION SEGHEDULE I I I...1. BEAM t
x.
TON OF SLAB I TOP OF 5LA5 I I I) TOP OF SLAB
A 5EGOND FLOOR _ 1 SECOND FLOOR • SEC FLOOR
EL. +Ib' -O" EL. +Ib'- O "- "- -x -x - EL. +la' -O"
EXISTING
+ I I CONCRETE BEAM
TO REMAIN
NEW STEEL JOISTS -SEE
TON OF EXI5TI% EXI571NC 12' CMU STRUCTURAL DW65 FOR 51ZE BEA..t - NEW 2ND FLOOR L BLOCK WALL
AND GONNEGTION5 EL. +Ib' -O" STRUCTURE - SEE REMAIN
3 1/2" METAL STUDS TO STR. DW65
CONTINUE AND BRAGS TO 11/2" R161D INSULATION FRICTION FIT
EXISTING STRUCTURE i
BEAM I TO REMAIN CONCRETE -- TOTAL R VALUE OF '75 CHANNELS CONTINUE
ATTACH HORIZONTAL METAL EXI5TIN6 COLUMN 1I RI61D INSULATION TO UNDERSIDE OF
TRACK TO EACH VERTICAL BEYOND TO EXISTING BEAM
STUD WITH 4 #10 TEK SCREWS REMAIN
ATTACH 3 1/2" MTL STUDS I I ! 3 5/6" METAHORIZONTAL RACK METAL
TH #10TE TO
1 24" O.G. I I EXISTING 12" GMU 3 I /2" MTL STUDS SCREWS.
BLOCK WALL TO • 24" O.G.
- - - - -- I REMAIN - - - - -_ - _--- _ -_ -__ -__ -_- �I ATTACH 35/b" METAL TRACK7
EXISTING MASONRY WALL WITH .11
45
POWDER ACTUATED FASTENERS 0 6"
DRYWALL CLB. =
SEE REFLECTED I I DRYWALL GL6. �I O.G. STAGGERED
CLG. PLAN 1 I SEA R1'EjF ^NGTEP
1 1/2" R1011? INSULATION DIRECTLY 11 ATTACH VERTICAL METAL STUD TO 2
ADHERED TO EXISTING GMU WALL 0 3 5 1b" METAL TRACK WITH #10 TEK NEW DECORATIVE I) PATCH AND REPAIR
WITH A TOTAL R VALUE OF -75 1 1 SOREW5. ARCH BEYOND - SEE EXTERIOR FINISHES
I I ATTACH 3 5 /6" METAL TRACK TO REFLECTED GEILIN6 r0 MATCH EXISTING
EX15TIN6 GONG. BEAM WITH .145 PLAN ON SHEET A3.1 ADJACENT AREAS
I I POWDER ACTUATED FASTENERS • b"
I I O.G- STAGGERED
5 /6' M.R. 6YP. BD. OVER i I/2 � Q BOTTOM OF
SET MTL STUD5 '1 /b' AWAY I f "Z' METAL FURRING AT 24" J « - - NEW PREGA5T LINTEL.
FROM BEAM FACE AS SHOWN O.C. PER WALL TYPE ON w
I I SHEET A5.0 EL. +T' -O 5 /ts"
w(
5 /b' M.R. GYP. W. OVER T /b" I I NEW PRECAST GONG LINTEL
O iL METAL FURRING AT 24' O.C. ' - 5EE STRUCTURAL PW65 V
POOL AREA EXISTING CONCRETE
I
5/6' M.R. 6 BEAM TO REMAIN YP. BD. OVER 3 1/2" NEW MIAMI -DADE PRODUCT A OVER
METAL 5TUD5 AT 24" O.G. - I DOOR UNIT - SEE DOOR SCHEDULE a
SEE 1D PW65 FOR FINISHES PARKING GARAGE
BASE AS SCHEDULED FIR5T LEVEL NEW 6" GONG. SLAB EXIT AT 1
2' DRAIN SEE ID I I (UNDISTURBED) OVER 6 MIL. VAPOR POOL AREA
01-455. FOR FIN15H I I BARRIER OVER COMP. ALUMINUM HRESHOLD r
REMOVE SLAB A5 REQUIRED I 1 FILL (TYP)
ATTACH VERTICAL METAL STUD r0 2" DRAIN SEE ID OVER FULL BED OF Lp
TO ACCOMMODATE NEW I ( 3 5 /b" METAL TRACK WITH *10 TEK PWGS. FOR FINISH MASTIC w r
SWIMMIN6 POOL w r FOOL DECK FINISH FLOOR
I SCREWS. BASE AS /
POOL pEGK I ATTACH 3 5 /5" METAL TRACK TO CONC. POOL PECK 5GHE0ULE EL.
FINISHES BY POOL I I 5LAB AND EXI5TING GONC. BEAM WITH FINISHES BY POOL (BEYOND) SLOPE
TOP OF DEPRESSED CONTRALTO 145 POWDER ACTUATED FASTENERS • GONT RAC TO K w 1,50 MAX
NEW 5LA5 b' O.G. 5TA66ERED s EXIT RAMP • BUILDIND
• POOL DECK
EL. +0' -3 1/2" -\�\ \�\�\ \.\L'. \L EL. O -5 112
NEW POOL RETENTION
WALL - SEE STRUCTURAL • - -. - � . ' _ : _ . � - - _ - ; -.. ..-.�. -- , - CONCRETE
- . -. _..
NEW 6"
pW65 . • .: - . , .:. .. -. • -., ...- NEW POOL ... .. RA SEE
..
RETENTION 1 STRUCTURE FOR
R INF
WALL -5EE
E
1 STRUCTURAL • i .c . E
1
i EXPANSION GUT EXISTING
i., JOINT _ i
2 -00AT5 OF BITUMASTIG CUT EX1 TIN A5
WATERPROOFING
MEMBRANE ALL AROUND AG , . E NEW
W
,....
I I GOMOPAT
EXIT DOOR
POOL RETENTION WALLS. I
NEW 6" CONC. SLAB 4 2-GOATS OF BITUMASTIG WATERPROOFING EXISTING 5HEARWALL
TO REMAIN
OVER 6 MIL. VAPOR � MEMBRANE ALL AROUND
BARRIER OVER COMP. POOL RETENTION WALLS.
FILL (TYP) I- '
2 WALL SECTION WALL SECTION
SCALE: 3 1b" = I' -0"
SCALE: 3 /b" = I' -0"
J
J
•
•
i
SALTZ MICHELSON
A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
sma@saltzrnichelson.com
AA- 0002897
Mark L. Saltz AR0007171
NOTE:
HORIZONTAL STEEL MEMBER5
(GIRDER AND J015T5) TO HAVE
5PRAYED APPLIED EIRE RE515T I VE
MATERIAL PER UL No. NbI6
s
s
Q
3'
Project No.:
2003 -160
Drawn By:
LV, CLB, KM
Checked By:
4VA,f1,` VV
• �' •
v W • ..00 O
i•ir
y
V• v a• 09
V •
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V• i• r
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REVISIONS:
COORDINATION
1 1 -22 -04
ABLDG. DEPT.
2 2 -27 -04
WALL SECTIONS
X5.1
23 o1~ 33