04-04-025_- i r Y Y r•• Y • Y
r •
Y Y Y Y Y V Y i• r r
r
fr V r Y Y r Y : • V Y r'
Y Y V w Y Y•
w Y Y O Y be •
Y Y Y Y •
YYY Y Y Y
Y • r
• Y Y w r = V Y
V Y Y w V Y V • • w Y Y Y
Y V Y y y
V V y V V
Y Vi riiY wY •
r Y w • . Y
•r•r
• Y •rVV irY..Y rirY
r YY V w
Y rYrV
r • Y •
r V V• Y r V y u
Y Y Y rY V YY Y YrsGY
EXISTING
STAIR
EXISTING LANDING BEYOND 0
GUARDRAIL
NEW IS "(H) GUARDRAIL TO
MATCH EXISTING ADJACENT
EXISTING IST
STAIR GUARDRAIL
-
>
TO 2ND FLOOR
V
MA, aw.,
Y •
O.G. - SEE ID DWG5
V
•U `
STAIR BEYOND
�t
V•(
•
GUARDRAIL
PROVIDE 718" MTL
5/6" GYP.
EL. + 11' -6"
FURRING SPACERS AT
TOP OF NEW
THIS 51DE OF PARAPET
uu••
• •
METAL FURRING AT 24"
•
GUARDRAIL
PARAPET WALL
— BASE AS SCHEDULED
Up
O.G. - SEE ID DWGS
TO COVER EXP. JOINT m
V v
.. . V• V
Y
CEILING 0
— NEW FINISH - SEE
}-
FOR FINISHES
FINISH SCHEDULE
Olive
5LAB 0 EXISTING
EXIST. BEAM 0
•
2ND FLOOR
•
V V Y • t
•
LOVER SLAB
METAL FURRING AT 24"
ELEVATION TO
-!
w
REMAIN
O.G. - SEE ID DW65
TOP OF EXIST. BEAM
5/8" GYP. BD OVER
>
3 1/2" METAL STUD 0
FOR FINISHES
24" O.G. - BRACE TO
STRUCTURE AS
REQUIRED
BASE AS SCHEDULED
NEW GUARDRAIL
SECTION
SCALE: 1/2' = 1' -0"
NEW 42 "(14) GUARDRAIL TO
MATCH EXISTING ADJACENT
EXISTING LANDING BEYOND 0
STAIR GUARDRAIL
NEW IS "(H) GUARDRAIL TO
MATCH EXISTING ADJACENT
LV, CLB, KM
STAIR GUARDRAIL
5 /6" GYP. BD. 3 1/2"
METAL STUD5 AT 24"
V
MA, aw.,
Y •
O.G. - SEE ID DWG5
V
•U `
FOR FINISHES
V VIiU
• •
V•(
•
GUARDRAIL
PROVIDE 718" MTL
V
V
•V4
EL. + 11' -6"
FURRING SPACERS AT
TOP OF NEW
THIS 51DE OF PARAPET
uu••
• •
TOP L NEW
METAL FRAMED
•
GUARDRAIL
PARAPET WALL
— BASE AS SCHEDULED
Up
EL. +IS' -O"
TO COVER EXP. JOINT m
V v
.. . V• V
Y
CEILING 0
— NEW FINISH - SEE
}-
TOP OF LOWER
FINISH SCHEDULE
Olive
5LAB 0 EXISTING
UNDERSIDE OF
•
2ND FLOOR
•
V V Y • t
•
EL. +16-0"
EXIST. BEAM
LOWER SLAB O
REMAIN
NEW SUSPENDED
ACCOUSTIC CEILING
SYSTEM - SEE
REFLECTED CEILING
PLAN
REMAIN
5/8" GYP. BD OVER 3
1/2" METAL STUD O 24"
O.G. - BRACE TO
STRUCTURE AS
REGUI RED
,0
NEW GUARDRAIL SECTION
SCALE: 1/2' = 1' -0'
EXIST. BEAM
LOWER SLAB O
REMAIN
NEW SUSPENDED
ACGOUSTIG CEILINe
5Y5TEM - SEE
REFLECTED CEILING
PLAN
"
EXISTING EXTERIOR HALL I
6 RAMP
NEW GONG. RAMP —'
e--�7 SECTION @ RAMP
A6.0 SCALE: 1/2'= I'-O"
6' -0" LEVEL
EXISTING WALK RAMP LANDING
I5TING EXTERIOR WALL
. I Imo- � ..' •• •. ,'
NEW CONCRETE RAMP, SEE
STRUCTURAL. SLOPE SHALL
NOTE: SEE STRUCTURAL NOT EXCEED 1:12
DRAWINGS FOR DETAILS
SECTION @ RAMP
SCALE: 1/2 "= 1' -0"
MODIFIED EXISTING
LANDSCAPE
?OOR IN EXISTING
Z10R WALL
;ONGRETE RAMP, SEE
" TURAL DW65. SLOPE
L NOT EXCEED 1:12
=Y EXISTING SLAB HAS
N VE SLOPE 50 WATER
> NOT PUDDLE, 1:50 MAX
E.
I2" CLEAR
RETURN ENDS OF HANDRAIL
TO WALL, 1/2' FROM FACE OF
FINISH SURFACE--,,,,
1 -1/4" D IAM. STD.
PIPE RAILING
SOLID 4X8 WOOD
BLOCKING AND SHIM
SPACER AT GYP. BOARD
z
(4) 1/2' DIA. X 4 1/2'
– LONG LAG SCREUJS
3/4" DIA. STANDA
STEEL PIPE BRACKETS
AT 4a' O.C.
I /a' X 4' MIN. X e'
LONG STEEL PLATE WOOD SPACER AT MOUNTING
FLANGE
HANDRAIL DETAIL 0 STAIR
SCALE: 3'= 1' -0"
SMOOTH
RADIUS
I /a' X 4'M
LONG STE
FLANGE
SOL ID 4 X a WOOD
BLOCKING AND SHIM
SPACER AT GYP BOARD
(4) 1/2" DIA. X 4 1/2'
LONG LAG SCREWS
1 -1/4" DIA. STD. / WOOD SPACER
PIPE RAILING AT MOUNTING
I2' CLEAR
TYPICAL HANDRAIL @ STAIR
SCALE: 3'= 1' -0"
"-"^ ' ^ "'� PROVIDE COVER
GH GUARDRAIL TO
STING GUARDRAIL
NT STAIRS TO
OH HANDRAIL TO
STING HANDRAIL 0
STAIRS TO REMAIN
PROVIDE SLOTTED
CONNECTIONS ALL
RAILING MEMBERS
AT THI5 POST
J
m
APPROVED NEW FINISH - SEE .�
FINISH SCHEDULE
IIIAWRIDE G- LINTY FIRE I)EPA'RTMENT
SNy _ _ __ DG_ PI RIVIT O ti$"T
WATER MAIN EXTENSION �� N
EXISTING STRUCTURAL
MEMBERS TO REMAIN
STAIR SECTION
5GALE: 112' = 1'-0"
t �A !DADz to. li'm ntP-4 mvIE i'T
NEW 42" H16H GUARDRAIL TO
MATCH EXISTING GUARDRAIL
0 ADJACENT STAIRS TO
I' -II' REMAIN
12" 3T o HANORL.
EXT. II" EA. = 2' -M" EXT.
NEW 34" HIGH HANDRAIL TO
MATCH EXISTING HANDRAIL D
ADJACENT STAIR5 TO REMAIN
EXP. JOINT PROVIDE COVER
J
CV fV
C :
ROUGHEN EXISTING SLAB AND USE
BONDING AGENT UNDER BASE OF
STAIR - SEE STRUGT. DW65
DOWEL NEW STAIR TO EXI5T
STRUCTURE W/ EPDXY GROUT
-SEE STRUCTURAL DW65
EXIST. EXP. JOINT
NOTE: SEE STRUCTURAL
DRAWINGS FOR DETAILS
•
i
L—
•
•
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@saltzmichelson.com
AA- 0002897
. to
Mark L. Saltz AR0007171
,Nn
3
i
3'
Project No.:
EXISTING LANDING BEYOND 0
Drawn By:
ADJACENT STAIR
LV, CLB, KM
NEW IS "(H) GUARDRAIL TO
•' ,
V
MA, aw.,
Y •
MATCH EXISTING ADJACENT
V
•U `
U
V VIiU
• •
V•(
•
STAIR GUARDRAIL
V V V
•U OY
V
V
•V4
Y • Y
• •r •C •
12 -16 - ;3 ;AMIT ScTJ •
_ 0
TOP OF NEW
• • • r
uu••
• •
*
•
GUARDRAIL
DRYWALL
♦•V•
•
Yu••
•
•
uuuY
V v
.. . V• V
Y
CEILING 0
Y
•
}-
5/6" GYP. 150. 7/&"
Olive
EL.
UNDERSIDE OF
•
u-
•
V V Y • t
•
METAL FURRING AT 24"
STAIRS
-!
w
O.G. - SEE ID DW65
TOP OF EXIST. BEAM
BEYOND
>
FOR FINISHES
AND TOP HIGHER SLAB o
EXISTING 2ND FLOOR
BASE AS SCHEDULED
{
EL. +Ib' -O"
TO COVER EXP. JOINT m
NEW FINISH - SEE
TOP OF LOWER
FINISH SCHEDULE
SLAB 0 EXISTING
EXIST. BEAM 4A
2ND FLOOR
HIGHER SLAB
ELEVATInN Tn
EL. +16' -0"
REMAIN
5/8" GYP. BD OVER 3
1/2" METAL STUD O 24"
O.G. - BRACE TO
STRUCTURE AS
REGUI RED
,0
NEW GUARDRAIL SECTION
SCALE: 1/2' = 1' -0'
EXIST. BEAM
LOWER SLAB O
REMAIN
NEW SUSPENDED
ACGOUSTIG CEILINe
5Y5TEM - SEE
REFLECTED CEILING
PLAN
"
EXISTING EXTERIOR HALL I
6 RAMP
NEW GONG. RAMP —'
e--�7 SECTION @ RAMP
A6.0 SCALE: 1/2'= I'-O"
6' -0" LEVEL
EXISTING WALK RAMP LANDING
I5TING EXTERIOR WALL
. I Imo- � ..' •• •. ,'
NEW CONCRETE RAMP, SEE
STRUCTURAL. SLOPE SHALL
NOTE: SEE STRUCTURAL NOT EXCEED 1:12
DRAWINGS FOR DETAILS
SECTION @ RAMP
SCALE: 1/2 "= 1' -0"
MODIFIED EXISTING
LANDSCAPE
?OOR IN EXISTING
Z10R WALL
;ONGRETE RAMP, SEE
" TURAL DW65. SLOPE
L NOT EXCEED 1:12
=Y EXISTING SLAB HAS
N VE SLOPE 50 WATER
> NOT PUDDLE, 1:50 MAX
E.
I2" CLEAR
RETURN ENDS OF HANDRAIL
TO WALL, 1/2' FROM FACE OF
FINISH SURFACE--,,,,
1 -1/4" D IAM. STD.
PIPE RAILING
SOLID 4X8 WOOD
BLOCKING AND SHIM
SPACER AT GYP. BOARD
z
(4) 1/2' DIA. X 4 1/2'
– LONG LAG SCREUJS
3/4" DIA. STANDA
STEEL PIPE BRACKETS
AT 4a' O.C.
I /a' X 4' MIN. X e'
LONG STEEL PLATE WOOD SPACER AT MOUNTING
FLANGE
HANDRAIL DETAIL 0 STAIR
SCALE: 3'= 1' -0"
SMOOTH
RADIUS
I /a' X 4'M
LONG STE
FLANGE
SOL ID 4 X a WOOD
BLOCKING AND SHIM
SPACER AT GYP BOARD
(4) 1/2" DIA. X 4 1/2'
LONG LAG SCREWS
1 -1/4" DIA. STD. / WOOD SPACER
PIPE RAILING AT MOUNTING
I2' CLEAR
TYPICAL HANDRAIL @ STAIR
SCALE: 3'= 1' -0"
"-"^ ' ^ "'� PROVIDE COVER
GH GUARDRAIL TO
STING GUARDRAIL
NT STAIRS TO
OH HANDRAIL TO
STING HANDRAIL 0
STAIRS TO REMAIN
PROVIDE SLOTTED
CONNECTIONS ALL
RAILING MEMBERS
AT THI5 POST
J
m
APPROVED NEW FINISH - SEE .�
FINISH SCHEDULE
IIIAWRIDE G- LINTY FIRE I)EPA'RTMENT
SNy _ _ __ DG_ PI RIVIT O ti$"T
WATER MAIN EXTENSION �� N
EXISTING STRUCTURAL
MEMBERS TO REMAIN
STAIR SECTION
5GALE: 112' = 1'-0"
t �A !DADz to. li'm ntP-4 mvIE i'T
NEW 42" H16H GUARDRAIL TO
MATCH EXISTING GUARDRAIL
0 ADJACENT STAIRS TO
I' -II' REMAIN
12" 3T o HANORL.
EXT. II" EA. = 2' -M" EXT.
NEW 34" HIGH HANDRAIL TO
MATCH EXISTING HANDRAIL D
ADJACENT STAIR5 TO REMAIN
EXP. JOINT PROVIDE COVER
J
CV fV
C :
ROUGHEN EXISTING SLAB AND USE
BONDING AGENT UNDER BASE OF
STAIR - SEE STRUGT. DW65
DOWEL NEW STAIR TO EXI5T
STRUCTURE W/ EPDXY GROUT
-SEE STRUCTURAL DW65
EXIST. EXP. JOINT
NOTE: SEE STRUCTURAL
DRAWINGS FOR DETAILS
•
i
L—
•
•
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@saltzmichelson.com
AA- 0002897
. to
Mark L. Saltz AR0007171
,Nn
3
i
3'
Project No.:
2003 -160
Drawn By:
LV, CLB, KM
Check.rc Rv:
•' ,
V
MA, aw.,
Y •
V • U
•V
V
•U `
U
V VIiU
• •
V•(
•
• V
V V V
•U OY
V
V
•V4
Y • Y
• •r •C •
12 -16 - ;3 ;AMIT ScTJ •
• •
• • • r
uu••
• •
uQuill
V
•
• •
u u
VVV•
♦•V•
•
Yu••
•
•
uuuY
V v
.. . V• V
Y
Y V Y•
Y
•
Olive
*Ogg
•
•
V V Y • t
•
REVISIONS:
I STAIR DETAILS
A6.0
25 of 33