04-04-024II I I
' EXISTING ROOF TO
SLAB REMAIN
I 1
I I 1 I
�• I I
I
° I (3) LAYERS OF 7 PE ' I
L _ X' G.W.B. TO
CONTINUE TO
UNDERSIDE OF
EXISTING SLAB '
L I 1 I
I I I
I 1
I I
it I I
I I
1 I
I I ' NEW 5U5PENDED ACXXX6TIG
CEILING SYSTEM - SEE
REFLECTED GEIUNr -7 FLAN '
I I I
I II
" 1
II
I i i (3) LAYERS OF 5 1fl" TYPE "X" GYP.
BD. OVER 6" METAL STUDS ! 24"
I
' I O.G. (2HR FIRE RATED) PER F.B.G.
TABLE 101.2.1.48 I I
EX I TI NT CIRCUIT TRAINING
S NG ADJACENT
- TENANT SP ^GE j I ' ' RELOCATED EXI5TIW_7
GAMEWORKS/ I HANDRAIL5 - PATCH CIRCUIT TRAINING
AND REPAIR AS
(NOT PART THI5 JO F3 I I I REQUIRED t�(W REMOVE EXISTING GUARRAIL AND HANDRAIL L OF 5 /b' TYPE "X" AT UPPER RUN OF EXISTI H R 6" METAL STUDS A STAIRS AS SHOWN O.CR FIRE RATED) PER F.B!G.
TABL0q 2 1 4B
TOP OF EX15TING SLAG
! eEMEWORKS
EL. +32' -0"
TOP OF SLAB •
EXISTING 2ND FLOOR 5LA5 A
CKT. TRAINING
EL. +W -O"
TOP OF SLAB •
EX15TIbII9 2ND FLOOR SLAB •
CARDIOVA5(A - -
EL. +16-0'
TOP OF EX15TIN4 5LA5
• FIRST FLOOR
EL. +O' -6"
' I EXISTING GUARDRAIL TO R IN
EX15TIN& ADJACENT
PATCH AND REPAIR AS I I TENANT PAGE
1, REQUIRED II BASE AS 1
1 EX18TINC CWB TO REMAIN - PfiTCH AND SCHEDULED i GAMENORKS
REPAIR AS REQUIRED II ( (NOT PART OF THIS JOB)
I l j I I NEW FINISH - SEE i i I
- ;; 11
F'� BASE AS I FINISH 50HEMLE
SCHEDULED i i ( _ TOI' OF EXISTING SLAG
fn ry i i i i E ISTINC I EXISTING i i 1 GEMEWORKS
IIII NEW FIN15H - SEE NCRETE SLAB CONCRETE SLAB I I I
1 I IIII FIN15H SCHEDULE TOP OF SLAG •
T EL. +32' -O"
I I IIII I REMAIN EXISTING TO REMAIN I I.
1 1 I i 3RD FLOOR I I -
EL. +31' -0_ —. — — 1 iL -
I I II
i
1 1 /2u 3u11I � i I I I I I I
II
I II
11' 1 L
�q I/� IIII I I I I
GtE^R H1BTH
I IIII cV
-- I I' EXI5TI - --- - - - - -- - - - - -- I I
GONGRE E BEAM - ---- - - - - -- - - - - - --
tV t I I I I AGGOU5TIG CEILING ( I�
NEW CURVED DRYWAL! I . — . — .. I TO RE IN AC i SUSPENDED
I I SYSTEM -SEE
SOFFIT OVER 3 1/2" _ - — ' 11 I REFLECTED GEILINC I SYSTEM CEILING
METAL STUDS -ALL IIII PLAN SYSTEM -SEE REFLECTED I 1 NEW SUSPENDED
I I I 1 GEILIN6 PLAN AGGOUSTIG GEILIN5
FRAMING BRACED TO — — 'r z 5/45" GYP. BD OVER I SYSTEM -SEE
ONE SIDE OF EXPAN51 ON i i'' tTl 6" METAL STUD 1 2,4" NEW CURVED DRYWALL REFLECTED CEILING
JOINT AS 5HOWN -""" "'" I ' r O.G. - BRACE TO ' SOFFIT OVER 3 1/2" 1 PLAN
I I I' I STRUCTURE A5 I METAL STUDS - ALL
PROVIDE NEW 42 "(H) FRAMING BRACED TO
GUARDRAIL ATTACHE TO \r i REQUIRED
THE 51DE OF THE EXI INC I I ONE SIDE OF EXPANSION
STAIR (BOTH SIDES) . _ _ - - � JOINT A5 SHOWN I I
�. NEW 34" HIGW HANDRAIL TO
PROVIDE FINISH I PROVIDE SLOTTED 3 T. ! " MATCH EXISTING HANDRAIL !
FLOOR TO MATCH m NI - - K1 I I I I CONNECTIONS ALL 12 11" EA. - 2' -9 I' -II' ADJACENT STAIRS TO REMAIN
ADJACENT 5URFAGE - EXISTING RAILING MEMBERS E , HANDRL.
p LL I ` \ HANDRAIL TO AND I AT THIS POST EXT.
' < ( — REMAIN
— - 1 PROVIDE EXP.
5 /b" GYP. BD. -116" I u "` T I r JOINT COVER
METAL FURRING AT 2 • ' `^ x CIRCUIT TRAINING CIRCUIT TRAIN CARDIOVA50ULAR
lu
O.G. PER WALL TYPE ---- - - - - -- - - -- - - - - - -- — ��.� I " - I b Q Ilk
ON SHEET A5.0
NEA iY X FINISH INSGHEDULE INISHINSGHEDULE
G RDIOVA5GULA;Z EXISTING W
1
I CONCRETE 5rA1R5 - OMIT
BASE AS ( TO REMAIN �`�`. � ....._- -. _ _ --- ..
SCHEDULED \�\ I �— — I O O w Cs Cs
NEW FINISH - SEE 1
FINISH SCHEDULE PAINT AND REPAIR EXI5TIN5 5YP. \y\
BD SURFACES, VERIFY EXISTING TOP OF SLAG 1 TOP OF SLAG !
<
LU FLL000R FLaoR
FIRE SPRINKLERS TO REMAIN IN I I I I
'A5 -NEW" WORKING CONDITION — - - - - — — . — . — . — . — . . --_ _ _ -
-- Q I EXISTING CONCRETE I —
ROUGHEN SLAB AND USE "� "KI, EL. +I6' -O"
UGHEN EXISTIN
SLAB AND PRECAST _
JOISTS TO REMAIN I - — . — . — STAIRIN SEESTRUGT.DW55 E OF
EXISTING CONCRETE I I I EXiS ING 5TRUGTURAL I I I I SLA61T0 REMAIN ETS
EXI5TIN& EXPANSION BEAM TO REMAIN i I I MEMBERS TO REMAIN i I DOWEL NEW STAIR TO STAIR
JOINT FILLER - NEW i i I I I I I STRUCTURE W/ EPDXY GROUT ` TIE BEAM - SEE
SEE 5TRUGTURAL 01,45S EX15TING STEEL FRAMING STRUCTURAL DWGS
EXP. JOINT SEALER 1 1 I I u l
I 11 I I I I I I I EXIST. EXP. JOINT EMAIN AT EDGES MEMBERS TO R n l I
... _-
I I I I ' i I I I II I ' I f C•
I I I I I I II I I I v^^^-
1 6" METAL STUDS
24' O.G. REMOVE CEILING FFtAlvtlNS
I I I I BOX OFFICE DESK, BOX- -_ i i' In PATCH A REPAIR
L 3 1/2" METAL OFFICE WINDOW AND
NEW SUraPE?LDED ' 5/6' GYP. BD OVER 3 1/2' NEW SUSPENDED NEW SUSPENDED 1/1, caN� ! 24" OC. WINDOW FRAMING \ ' i iii i PLASTER EILING AS
AGGOU5TIG� CEILING METAL STUD • 24" D.G. - AGGOUSTIG CEILING ACGOUSTIG CEILIN5 I REQUIRED .
SYSTEM - SEE I BRACE TO STRUCTURE AS I SYSTEM -SEE SYSTEM - SEE I 1 1 - --------------- - - - - -- NEW SUSPENDED _ __�i I ��� i i i i I EXI5TIN(5 �qVE LIGHT TO
REFLECTED] CEILING REQUIRED REFLECTED CEILING REFLECTED GEILIN6 ' --------------- - - -- -- / GGLKISTIC CEILING 1 I i I I REMAIN I I
PLAN I PLAN PLAN I I _ I I
GYP. BD. T WRAP ( 4' NOMINAL HEADER I I REFLECTED GEILIN6 q1 ' ' i I I �I
1 1 I I I I Ij � TOP FASTENED TO
AROUND A - SEE NOTES AT LEFT ' I I ' DRYWALL GL6. ' '
CONTINUE 41" ABOVE ' i i PLAN
EXISTING GING STRUCTURE
AGGOUSTI CEILING ELEVATOR ( SEE REFLECTED �� !�_______! ' '
LEVEL I VESTIBULE I GL6. PLAN (I) LAYER OF GYP. BD IEhl METAL
1 1 OVER �" METAL STUDS • I i i j STUD e l " O.G.
i MEN'S VESTIBULE 16" O.G. PER WALL TYPES l
^; ( ON SHEET AS.O I I I 57UGGO FINISH OVER PAPER
-- I I I WIRE MESrj OVER EXT. GYP,
BD, OVER 1HIETAL DECK
LL
PROVIDE N AN MINIMUM OF R=1-5-- TO
� � < i I I I L EXISTING STOREFRONT TO REMAIN -
5EE FLOOR PLANS FOR MORE
- BOX OFFICE EQUIPMENT I i i z INFORMATION
TO BE REMOVED - SEE I I
I i p< 1 1 I I 6OTTOM �`II�AGK FASTEN 70
_ DEMOLITION PLAN I I I EXISTING TAL STUDS
NIE-W FINISH - r5CLE I I
FINISH SGH�DULE NEW MLE AS I 1
SCHEDULED ;~r^ Ex15TINGI�•RANITE BAND TO
REMAIN - WATCH AND
CIRCUIT TRAINING I NEW FIN15H - SEE _ REPAIR AS REQUIRED
FINISH SCHEDULE -_
I NG
u EXISTIEMOLDED
MEN'S LOCKER II E-XPAN51ON JOINT
EX15TINO " GONG. EXI5TINCa 6" GONG. i ii ~
EXTFRIDR
SLAB TO MAIN I SLAB TO REMAIN I
E EXISTING MALL PAVERS TO
n . REMAIN
TOP OF EX15TIN6 5LA5 TOP OF EX15TING SLAB
! FIRST FLOOR q -- - - -- li ! FIRST FLOOR
— - — - — - - Y EL. +0' -6"
I 1
WALL SECTION
SCALE: 31V= 1' -0"
WALL SECTION
SCALE: 3/6" = 1' -0"
PARTIAL WALL SECTION
SGALE: 31V = P -O"
Ivr. FO L OV5.NC 1 TFE SAFETY NATURES
$rT<'i11 L11 1-1. i'RC" - i,EDAT IME 0`" CCU
APPROVED BY
SALTS 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 @saltzmichelson.com
AA- 0002897
r
,�� ""sue " �.�- �•• tW��
Mark L. Szltz AR0007171
EXISTING 6" GMU BLOCK
1 1/2" RIGID INSULATION WALL TO REMAIN
FRICTION FIT BETWEEN "Z"
FURRING CHANNELS - TOTAL EX15TINC LINTEL TO REMAIN
R VALUE OF 75 - GON INUE
81610 INSULATION TO PATCH AND REPAIR
UNDERSIDE OF EXISTI j STUCCO SURFACE AS
STRUCTURE REQUIRED
PROVIDE W CMU BLOCK
NEW 5U5PENDED AS REQUIRED PRECAST LINTEL
AGCOUSTIC GEILINC7
SYSTEM - SEE REFLECTED NEW PRECAST
CEILING PLAN CONCRETE LINTEL
(U LAYER OF GYP. BD GOTTOM OF
OVER 1 1/2" 7" CHANNEL _ NEW PRECAST LINTEL REMOVE EXI5TING HANDRAIL -
FURRING ! 24" O.G. PER - I - EL. +"1' -0 5/6" PATCH AND REPAIR 5T K,60
WALL TYPES ON SHEET A5.0 FIN15H AS REQUIRED
RELOCATED DOOR UNIT
AND DOOR FRAME - I EXISTING WALL ALL Tp
SEE PARTIAL L-.
DOOR • -- - --- - -- • — • —� REMAIN (BEYOND) - 511440 NEW
ELEVATION AND DOOR MEN ALUM EXP05ED AREAS, FIN15H TO
MATCH ADJACENT SURFACES
� SCHEDULE THRESHOLD OVER �_� �.� � ,
' LL FULL BED OF MASTIC REMOVE SOIL AS
IT < EX15TIN6 RA15ED SLAB RE=UZED TO
ri
TO 13E _
AGGOMODATE NEW SLAB
EXIT CORRIDOR EXTERIOR
REMOVE EXISTING EXIT
REMOVE 501E AS STAIR i STAIR FOUNDATION
REQUIRED TO NEW 6' CONCRETE A5 SHOWN
A000MODATE NEW
SIDEWALK
SLAB DOWELL TO EXISTING
7T/']Tr Trr -lrrri rrr r l.•r 7Tr7 rr7�r,�rr�rrrn rri7'r!7 rrr7r/-� r1
SLAB
1 / ! /�!
EX15T1N�7 51DEWALK TO L
!/ 7r
FLOOR FINISH / 1 ',5K5E/A6 / / , y�� 1 / / / f� E. / ! 1 , 11111 , 5,y / //1 /// �/ � REMAIN
��// �/./ /
A5 5CHED. , '1'IEf
—
1 , / ! • / / / / , 1 , 1 , 1 , 1 1 f / , / / / 1 / 1 /11./1//9 � I � � . EXIT CORK. FINISH FLOOR
EL. +O' »(>"
_________ EXIT 7O._5 1 /2 KWAY 1 WILDIN5 WALL
NEW b" GONG. SLAB ��` v:::;; %; EL. "
OVER b MIL. VAPOR �:::��:: 1
BARRIER OVER COMP.
FILL (TYPJ
EXISTING FOUNDATION � � � —
TO REMAIN - EXISTING WALL
FOUNDATION TO
UNDIS NRBED REMAIN (BEYOND)
PARTIAL WALL SECTION
SCALE: 3/V = 1' -0"
NOTE:
HORIZONTAL STEEL MEMBERS
(GIRDER AND J015T5) TO HAVE
SPRAYED APPLIED SIRE RE515TIVE
MATERIAL PER UL No. N816
Project No.:
2003 -160
Drawn By:
LV, CLB, KM
Checked By:
MA, DW
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REVISIONS:
1—a
COORDINATION
1 1 -22 -04
COORDINATION
2 2 -27 -04
"..
F4
a
.
�
T n
C .�
Fl"1
SALTS 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 @saltzmichelson.com
AA- 0002897
r
,�� ""sue " �.�- �•• tW��
Mark L. Szltz AR0007171
EXISTING 6" GMU BLOCK
1 1/2" RIGID INSULATION WALL TO REMAIN
FRICTION FIT BETWEEN "Z"
FURRING CHANNELS - TOTAL EX15TINC LINTEL TO REMAIN
R VALUE OF 75 - GON INUE
81610 INSULATION TO PATCH AND REPAIR
UNDERSIDE OF EXISTI j STUCCO SURFACE AS
STRUCTURE REQUIRED
PROVIDE W CMU BLOCK
NEW 5U5PENDED AS REQUIRED PRECAST LINTEL
AGCOUSTIC GEILINC7
SYSTEM - SEE REFLECTED NEW PRECAST
CEILING PLAN CONCRETE LINTEL
(U LAYER OF GYP. BD GOTTOM OF
OVER 1 1/2" 7" CHANNEL _ NEW PRECAST LINTEL REMOVE EXI5TING HANDRAIL -
FURRING ! 24" O.G. PER - I - EL. +"1' -0 5/6" PATCH AND REPAIR 5T K,60
WALL TYPES ON SHEET A5.0 FIN15H AS REQUIRED
RELOCATED DOOR UNIT
AND DOOR FRAME - I EXISTING WALL ALL Tp
SEE PARTIAL L-.
DOOR • -- - --- - -- • — • —� REMAIN (BEYOND) - 511440 NEW
ELEVATION AND DOOR MEN ALUM EXP05ED AREAS, FIN15H TO
MATCH ADJACENT SURFACES
� SCHEDULE THRESHOLD OVER �_� �.� � ,
' LL FULL BED OF MASTIC REMOVE SOIL AS
IT < EX15TIN6 RA15ED SLAB RE=UZED TO
ri
TO 13E _
AGGOMODATE NEW SLAB
EXIT CORRIDOR EXTERIOR
REMOVE EXISTING EXIT
REMOVE 501E AS STAIR i STAIR FOUNDATION
REQUIRED TO NEW 6' CONCRETE A5 SHOWN
A000MODATE NEW
SIDEWALK
SLAB DOWELL TO EXISTING
7T/']Tr Trr -lrrri rrr r l.•r 7Tr7 rr7�r,�rr�rrrn rri7'r!7 rrr7r/-� r1
SLAB
1 / ! /�!
EX15T1N�7 51DEWALK TO L
!/ 7r
FLOOR FINISH / 1 ',5K5E/A6 / / , y�� 1 / / / f� E. / ! 1 , 11111 , 5,y / //1 /// �/ � REMAIN
��// �/./ /
A5 5CHED. , '1'IEf
—
1 , / ! • / / / / , 1 , 1 , 1 , 1 1 f / , / / / 1 / 1 /11./1//9 � I � � . EXIT CORK. FINISH FLOOR
EL. +O' »(>"
_________ EXIT 7O._5 1 /2 KWAY 1 WILDIN5 WALL
NEW b" GONG. SLAB ��` v:::;; %; EL. "
OVER b MIL. VAPOR �:::��:: 1
BARRIER OVER COMP.
FILL (TYPJ
EXISTING FOUNDATION � � � —
TO REMAIN - EXISTING WALL
FOUNDATION TO
UNDIS NRBED REMAIN (BEYOND)
PARTIAL WALL SECTION
SCALE: 3/V = 1' -0"
NOTE:
HORIZONTAL STEEL MEMBERS
(GIRDER AND J015T5) TO HAVE
SPRAYED APPLIED SIRE RE515TIVE
MATERIAL PER UL No. N816
Project No.:
2003 -160
Drawn By:
LV, CLB, KM
Checked By:
MA, DW
I WALL SECTIONS
M.2
24 of 33
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12•15'O� PFWIT SETT
0-06 -04 ]BTIL SF.T,
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U Y y
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,ayu•••+
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•'
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•
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•
REVISIONS:
COORDINATION
1 1 -22 -04
COORDINATION
2 2 -27 -04
I WALL SECTIONS
M.2
24 of 33