13-96-163-----------------------------------------------------------------------------------------------------------------------------------------------
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Copyright 2012 Gresham, Smith and Partners. All Rights Reserved.
I
Design Services®
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonvil e
I Louisville
Memphis Nashville
Richmond
Tampa
P
■
G R E S H A M
S M I T H A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
.� �
M
Q
F_
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SEAL: Kristin S. Herman -Druck
AR95172
r
r
REVISION
No. Date Revision
STAIR & ELEVATOR
SECTION DETAILS
A7011
FILE: 908Oa7ll.dgn
PROJECT: 29080.00
DATE: 12/14/2012
— —
2/01/2013
ADDENDUM #1
®
3/15/2013
1 1/2' BRUSHED STAINLESS STEEL TUBE
I
AT TOP OF GUARDRAIL (TYPICAL)
1 1/2' BRUSED STAINLESS
j 1/2" BRUSHED STAINLESS
STEEL TUBE AT TOP OF
2A SIM.
0
1 1/2" BRUSED STAINLESS STEEL TUBE
AT TOP OF GUARDRAIL (TYPICAL)
1/2" BRUSHED STAINLESS STEEL TUBE
AT TOP OF GUARDRAIL (TYPICAL)
STEEL HANDRAIL (TYPICAL)
1 1/2' BRUSHED STAINLESS
)
7.1
z
-
1 1 2' BRUSED STAINLESS
1 1/2' BRUSED STAINLESS
STEEL VERT1
1
■
1/2 BRUSHED STAINLESS STEEL TUBE
0
y 30 — —
TUB HANDRAIL
STEEL HANDRAIL (TYPICAL)
1
MAXIMUABSOLUTE AOPENING
AT TOP OF GUARDRAIL (TYPICAL)
a
o ? a
SHALL RUN CONTINUOUSLY
FROM TOP -MOST LANDING
GLASS PANELS
GLASS BRACKET
CONNECTIONS TO
I
I 4" MAXIMUM PROTRUSION
v a C.4
' t
TO BOTTOM -MOST LANDING.
RADIUS BEND ALL TURNS.
GUARDRAIL
I OF HANDRAIL INTO LANDING
PROVIDE CONTINUOUS
HANDRAIL O ALL LANDINGS
o ° ELI
Z :r N�
(COMPLY WITH NOTE 8 ON
SHEET A7.10 - TYPICAL)
FACE OF STAIR NOSING
■
3 1/2' ABSOLUTE
MAXIMUM CLEAR OPENING
1 2" ABSOLUTE
MAXIMUM CLEAR OPENING
j BETWEEN STAIR RUNS.
z
'c
1 1/2' BRUSED STAINLESS
GLASS PANELS
/
RADIUS BEND ALL TURNS.
(COMPLY WITH NOTE 8 do
WITH DETAIL 8/A7.10) I
/ )
„
1 1/2 BRUSHED STAINLESS
STEEL VERTICAL TUBE
_
v 2B
A7.1
STEEL VERTICAL TUBE
SUPPORT BELOW GUARDRAIL
„ „
A PLAN DETAIL
"
-I'-Om MINIMUM
HANDRAIL HEIGHT ABOVE
a s
2 1 4'
I MINI MU
-0
NOSING (COMPLY WITH
NOTE 8 - TYPICAL)
A7.11
COMPLY WITH NOTES
2 do 8 REGARDING
^
MINIMUM STAIRWAY WIDTH
W SIM
°z 28
I _ A7.1
J
2'
1 1/2' 1 1/2'
4' -1 1 2' MINIMUM F.O.F. 4' -1 1/2* MINIMUM F.O.F.
CE OF GUARDRAIL TO WALL FACE OF GUARDRAIL TO WALL
-j I
°
z
z
°z
a z
• ;'.:•,'.:•;'.s••'.:•;'.:•.
::':• '. i • �:
/
j
NOTE: IF THIS GAP IS GREATER
3 1 2. PROVIDE INTERMEDIATE THAN 2A
o f
0 Z
z o
j
I 8
MEMBERS BETWEEN THE VERTICAL TUBE A7.1 I
SUPPORTS SO THAT THE MAXIMUM
Ln . �:. �: • �:
o z GLASS BRACKET ..�
w 0
x a o
Uj Uj
•' •' '' �'� �'
IFY DIMENSION AT EACH
CLEAR SPACING IS LESS THAN 3 1/2'
°
°
CONNECTIONS TO
° CO GUARDRAIL
z
W
'
DING SEE STRUCTURAL)
1 1 2' O.D. VERTICAL TUBE
SUPPORT'S AT GUARDRAIL (TYPICAL)
N
° _
;:
_ pp ' :' ' ;' ^;
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x
�.
I 49 1 2 MINIMUM LANDI G
SING
1 1/2' BRUSHED STAINLESS STEEL TUB
a z--.
°
9dC
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} a
I I
COMPLY WITH NOTE 4
I AL )
L,7
HANDRAIL SHALL RUN CONTINUOUSLY
FROM TOP -MOST LANDING TO
o
ao
- d
o
cV ::: ::
ABRASIVE METAL
3 NOSING (SEE ' ;`' ;` ' ;`' ;` ' ;'
p ° a
w
:`:' :';` •':` :'r`
-
BOTTOM MOST LANDING.
RADIUS BEND ALL TURNS. COMPLY
i
i i i i
_j SPECIFICATION
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WITH NOTE 8 ON SHEET A7.10
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n• SECTION 05 5000 )
\
(TYPICAL).
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\
1
c� —
x _
TOP OF FINISH FLOOR
U
_
EL 0'-0*
.:i :.:i: •:i: •:i: •:i: •,i:•
\
I \
STAIR RISERS BEYOND a m
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0
U
;ter:
OYED 31
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i— — —
TOP OF LANDING
o N
•:i t::i :::i : ::i :::i :i :i: : :i ::i:::i:•::i :::i:::i :::�
eA� 1
1
y� F
BETWEEN STAIR RUNS
• ;` • ;'
A
�4 DEPA 11
Mi -DAD �-J 1111 ��i \�
I SEE STRUCTURAL
1'IIf°
I FOR DETAILS•vfni'
SEE 'GENERAL NOTES FOR
••i i'.'•i'.'•i'.'•i '
....•.•- �"�'`�� -
RADIUS BEND ALL TURNS
STAIRS' ON SHEET A7.10 FOR s
477. 11
ELEVATION "B»
.'•r': .'•i"
��� 4� �
I
DETAIL STAIR AT FLOOR LANDING
SEE 'GENERAL NOTES
FOR STAIRS' ON SHEET
A7.10 FOR ADDITIONAL
ADDRIONAL REQUIREMENTS
DETAIL LANDING BETWEEN STAIR RUNS
DETAIL
STAIR AT BOTTOM OF FLOOR LANDING "STAIR A"
�
DETAIL INTERMEDIATE VERT
4
1 WHEN STAIR RISERS
ARE OFFSET BY
MULTIPLE TREADS REQUIREMENTS
2
3NOT
NoT ro scALE SUPPORT ON STAIR
S
NOT TO SCALE
NOT TO SCALE WHEN STAIR RISERS ARE OFFSET AT
LANDING
TO SCALE
I
1 1/2" BRUSHED STAINLESS STEEL
TUBE AT TOP OF GUARDRAIL (TYPICAL)
4 1/2" MINIMUM CLEARANCE
I VERIFY MINIMUM DEPTH OF
LANDING (COMPLY WITH NOTE 4)
STAINLESS
BETWEEN FACE OF LADDER RUNGS
FROM ONE LADDER TO THE OTHER
STEEL HANDRAIL
PER OSHA 1926.1053(x)(13).
I
I
1 PROVIDE AN ABSOLUTE
MINIMUM OF V -0" HORIZONTAL
3 1/2" ABSOLUTE
MAXIMUM CLEAR OPENING
/
■
3/4 THICK LAMINATED,
TEMPERED GLASS
3/4 THICK LAMINATED,
TEMPERED GLASS
(� OF
LADDER
1 DIAMETER I LA
STEEL RUNG I 1' -6"
SEE NOTE 4 BELOW. 2 1 2" x 1 2"
/
STEEL BAR
FRONT WALL INSIDE BRACE EACH
ELEVATOR SHAFT SIDE - SPACED
HANDRAIL EXTENSION PAST TOP
RISER (COMPLY WITH NOTE 8)
1 1/2" BRUSHED STAINLESS
STEEL TUBE AT TOP OF
2A
7.10
/
1 1 /R' DIAMETER STAINLESS STEEL
HANDRAIL AS MANUFACTURED
BY GLASS AND GLASS
2 1/2 x 1/2 j MAXIMUM
STEEL BAR
VERTICALLY
EO
- GUARDRAIL (TYPICAL)
I (3'-0" C.
-
MAXIMUM)
I HANDRAIL SUPPORTS
SHALL BE ATTACHED AT
1 1/2- BRUSHED STAINLESS
STEEL HANDRAIL (TYPICAL)
..
�E
VERIFY DEPTH OF
-tom - -
O
BOTTOM OF HANDRAILS
°z
4" HIGH x 7/16" CLIP
a
Uj AT EACH VERTICAL TUBE
J o (TYPICAL)
3
\ "
3 1/2 ABSOLUTE
_
J
I GLASS BRACKET
0
ANGLE ANCH RED TO j
BEAM SO THAT 4 1/2-
MINIMUM CLEARANCE
- - - Z
° GLASS PANELS
I � }
M 0 1 1/2" BRUSHED
MAXIMUM CLEAR OPENING
°
� � CONNECTIONS TO
z } GUARDRAIL
IS PROVIDED BETWEEN
W
THE
LADDER CRUNG THE THE
A °' °
0
I v STAINLESS STEEL
a
a GLASS PANELS
0 o I
ADJACENT STEEL BEAM
LL_ I
°
0
I VERTICAL TUBE
~s
3 8 �
_
°
FLANGE - PER OSHA
_
z
I � w
?
� �
I
- I RECESSED LIGHT FIXTURE
I
''� SEE ELECTRICAL DRAWINGS
1926.1053(a)(1 3 )
I-FLOOR LINE
w -- ------- - - - - --
=
1 x cn GLASS BRACKET
tO J Z CONNECTIONS TO
° GUARDRAIL
/
� w
CID M w N
l o
ih J o
—
�s
;.�
TILE FLOORING. SEE INTERIOR
STEEL BEAM (SEE
STRUCTURAL) + +
°
I o
CONCRETE LANDING
OR FLOOR LEVEL
Q
7B
� oo
° Q
I
DESIGN DRAWINGS
Z_
°
3" x 3" x 1 /4"
U
.
a a a a
a I ABRASIVE METAL
N
°z
o
STAINLESS STEEL "H"
SHOE BASE AS
(x APPROPRIATE
LENGTH) CLIP
a
N
I •. •. •.
I
-. NOSING (SEE I
I SPECIFICATION oo
z o
MANUFACTURED BY
ANGLE ANCHOR
_ - - -
- -r
'
a s
a SECTION 05 5000) k,
a a a
GLASS AND GLASS
>- -
I DIMENSION VARIES ° °
AT FLOOR LEVEL VERSUS
°
° ° ° z
CONCRETE STAIRS LANDINGS AND e e e
• '
3
I 0
5/8 - 13 X 3 1/2 LONG
BOLT. EMBED INTO CONCRETE.
ELEVATOR PIT
FLOOR
-
, ,
INTERMEDIATE LANDING a: a
, , , S2
a a•: a' a = 3
BEAMS (SEE STRUCTURAL) a a s
a x
I
o
(SEE STRUCTURAL) ° • ° •
° • ° • ° J
• ° ' ' ° ' ' ° ' '
° ' ' ° '
'
v
1,_4„
I N
a '� a ''
a ', a a a a a o _I
NOTE: UNDERSIDE OF BOTTOM -MOST a ;, a ;, a a
' 'e '° '
;, °
'°
■
8 THICK CONCRETE DECK.
SEE STRUCTURAL DRAWINGS
MINIMUM
CLEAR
STAIRS,
o • o v
STAIR RUN AND UNDERSIDE OF e • •
BOTTOM -MOST INTERMEDIATE LANDING
o
jCONCRETE
LANDINGS AND BEAMS
a '• a ;, a
SHALL BE ENCLOSED WITH 5/8" ° a ;, a ;, a
;, a ,, a ,, ° ;, a
"All
'�
GYPSUM ON 3 /
° ° °
ELEVATION
B VERTICAL SECTION
(SEE STRUCTURAL)
° : °
1' -6"
STUDSDATT 16" O.C.
•
I
I
a
• '° RADIUS BEND ALL TURNS
MAXIMUM). SEE NOTE 12.
RADIUS BEND
ALL TURNS
NOTES:
1. COMPLY WITH ALL REQUIREMENTS IN THE
ELEVATOR SPECIFICATION SECTIONS.
DETAIL
3NOT
SEE 'GENERAL NOTES FOR
STAIRS" ON SHEET A7.10 FOR
DETAIL STAIR AT INTERMEDIATE
6 ARE ALIGNED
SEE "GENERAL
O
NOTES FOR
SHEET A7.10 FOR
���L
GLASS SAFEGUARD DETAIL AT BALCONY
2. LADDERS SHALL COMPLY WITH ALL REQUIREMENTS OF OSHA REGULATIONS (STANDARDS- 29CFR)
LADDERS - 1926.1053 AND ASME A17.1, SECTIONS 2.2.4 & 3.2.4.
TO SCALE STAIR AT TOP FLOOR
LANDING ADDITIONAL REQUIREMENTS
NOT TO SCALE WHENINRISERS AT
LANDING ADDITIONAL
3. PROVIDE AND LOCATE A LADDER IN THE PIT
BELOW EACH ELEVATOR CAB TO COMPLY WITH
TISHALL ATHEGELEVATOR
MANUFACTURER CHAS ALLOWED FOR 6.1053.
THE SHAPES AND
SIZES OF STRUCTURAL
�L�
RATED ELEVATOR DOOR
JAMB ASSEMBLY BEYOND
4. THE CONTRACTOR VERIFY THAT
CLEARANCE WITHIN THE HOISTWAY FOR THE
5. EACH LADDER AND ITS ATTACHMETS SHALL
LADDERS.
BE DESIGNED AND INSTALLED TO BE CAPABLE OF
SUSTAINING A MINIMUM LIVE LOAD OF 500
POUNDS, AND EACH SHALL COMPLY WITH OSHA
MEMBERS SHOWN ON
1
1926.1053(x) 1 (iii .
ARCHITECTURAL FLOOR
6. ALL STEEL U D 0 CONSTRUCT AND ATTACH
THE LADDERS SHALL BE GALVANIZED.
PLANS, SECTIONS AND
DETAILS ARE
ELEVATOR LADDER
8NOT DETAIL
��
DIAGRAMMATIC ONLY .
8
To SCALE
SEE THE STRUCTURAL
A4.2
DRAWINGS FOR THE
SINGLE —SPEED
ACTUAL SHAPE AND
•. •-...: .
I
SEE INTERIOR
ELEVATOR DOOR
DESIGN PANELS
SIZE OF EACH
,
:..'.
•''
'• ' •
•:,,
DRAWINGS FOR FINISH
;.•;.
STRUCTURAL MEMBER.
I'' :::: ' •
BENTONITE WATER PROOFING
FLOORING MATERIAL
1 2» ALUMINUM SILL SHALL
I I
:`� : '� • ' t'' '
I d
I
4 a
�.. •...
MFG'S FLASHING STRIP
• ••
WATERPROOFING MFG'S CANT
- — — — — —
oo
— — — — — — — — BE FLUSH WITH FINISH
FLOOR MATERIAL
o' iv
i .:.; ..;:...
.:::..;:::•:
a
9:
x x
I
Q a
'•
_• STRUCTURAL WATER STOP
0 4" X 4" STEEL ANGLE
4» 1 » (SEE STRUCTURAL)
I I
I - - - - - - - - - - - -
+ I
::...:...:...::.:
;° ELEVATOR SHAFT
TREMPROOF 250GC
4
I
CONCRETE SLAB
ROUGH SILL LINE
I @ 90 MILS
I ,.
II ~ f • ;" -...'
�..•. '•:,: ;:,.
(SEE STRUCTURAL) FASCIA PLATE
:: ..�:..;:..;:..•:..;
I OR APPROVED EQUAL
I
d PROVIDE ,64P IN ACCORDANCE WITH
a'
I ' *•...
I •• • ' .
•• • �
II
+
•. ..
MEMBRANE
CEILING AS SCHEDULED
• '
'`�:��:'`:�•.
I
PARATERM BAR
M�G, REQUIREMENTS &STD. DETAILS
. _ , ; • •., .
I . ` ••: �: •.•.
•'
•.;:
• ., .
•:. •4 •
WATERPROOFING
.� ;'`:
::.::
I
I :. • `
o
I
POURED CONCRETE. SEE
1 4
• • •, : ,
«,
j
ZELEVATOR
GYPSUM WALL AS SCHEDULED
:� . STRUCTURAL DRAWINGS
�`'
•. ••
•'
+�
— — — — `•: ••: ••:
'•.''•.''�.''•�
j
PARASEAL LG;
PERMANENT SEAM TAPE BENTONITE SIDE
-' ..
j PIT
o
•f ALUMINUM SILL HEAD
SHALL BE FLASHED
AT LAP JOINTS AGAINST CONCRETE
i : °.
WOOD BLOCKING
I
TREMDRAIN MAT
I POURED CONCRETE
ELEVATOR DOOR FRAME
I ELEVATOR DOOR PANEL
VERIFY--7--\ 5" (SEE STRUCTURAL
j
FOR DIMENSION)
FASCIA PLATE
I
I
OF BEAM ABOVE
j
I
I
NOTE:
I
1. COMPLY WITH
ALL REQUIREMENTS IN THE ELEVATOR SPECIFICATION SECTIONS.
j
I
I
I 9 DETAIL BOTTOM OF
ELEVATOR PIT
�O DETAIL WATER PROTECTION AT ELEVATOR PIT
�� DETAIL ELEVATOR HEAD
1
0
�1 DETAIL ELEVATOR SILL
NOT TO SCALE
I
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
I
Copyright 2012 Gresham, Smith and Partners. All Rights Reserved.
I
Design Services®
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonvil e
I Louisville
Memphis Nashville
Richmond
Tampa
P
■
G R E S H A M
S M I T H A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
.� �
M
Q
F_
H 0 :3 N ZE _
•
u 0
O
Lo
co Cn
cn
O X LO �
LIJ U)
SEAL: Kristin S. Herman -Druck
AR95172
r
r
REVISION
No. Date Revision
STAIR & ELEVATOR
SECTION DETAILS
A7011
FILE: 908Oa7ll.dgn
PROJECT: 29080.00
DATE: 12/14/2012
— —
2/01/2013
ADDENDUM #1
®
3/15/2013
CITY COMMENTS
RESPONSE