22-22 - A5-0 - STAIR SECTIONS AND DETAILS.pdf
PDF 990 KB Posted
- Solicitation number
- RFP260305
- Issued by
- Hart County, Kentucky
About this file
This file is a set of architectural drawings for stair sections and details prepared by the Commonwealth of Kentucky, Department for Facilities Management, Division of Engineering for the Gateway Urban Campus Classroom Center project located at 438-440 Scott Street, Covington, Kentucky. The drawings detail the design and construction specifications for three egress staircases (D1, D2, and D3) spanning three floors of the facility, with floor heights ranging from the first floor at 0'-0" to the third floor at 29'-5". The stair designs incorporate steel construction components including HSS 2" x 12" stringers, 12-gauge riser pans, steel landing pans with 4" concrete slabs, and metal stud framing with type X gypsum wall board encapsulation. Each staircase has a 3'-8" width with specific tread and riser configurations, intermediate landings at 4'-0", and structural connections detailed for coordination with the main building structure.
The drawing specifications include detailed construction notes for riser pan supports, expansion anchors, guard rail installations with HSS 1 1/2" x 1 1/2" posts and 1/2" x 1/2" pickets, and handrail dimensions of 3'-0" typical height. The document indicates field verification requirements for existing floor-to-floor heights and notes that first stair treads must be level with structural landings. The drawings are marked as record drawings dated December 18, 2015, with an original design date of September 25, 2014, and include a disclaimer that the architect/engineer has not verified the accuracy of all information provided by others. The project file number is 201114.02, and the drawings were drawn by B.B. Resh with engineering account number 470-C5N5-NC11-01.
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Text version
H.S.S. 2" x 12" STRINGER
TYP. 12 GAUGE RISER PAN
12 GAUGE STARTER RISER
3/4" x 3/4" x 1/8"
RISER PAN SUPPORTS
2" x 2" x 3/8" x 5"
ONE PER STRINGER
(2) 1/2" EXPANSION ANCHORS
PER CLIP ANGLE
1"
G
A5.2
CUSTODIAL
CORRIDOR
100E
MEN
STAIR
D1
906RA
906A
D1.1
D1 A
901RA
906RA
906RA
924R
13' - 6" +/- (EXISTING FIELD VERIFY)
4' - 8 1/8" 3' - 10 3/4" 4' - 8 7/8"
/4
/4
EGRESS STAIR
LANDING ABOVE
C/L OF
DOOR
F
T Y
P
A5.0
5' - 1 1/4" 8' - 6 7/8"
/8
F
IE
L D
V E
R
IF
Y E
X
IS
T
IN
G F
L O
O R
T O
F L O
O R
H E
IG
H
T
L A
N D
IN
G
IN
T
E R
M E
D
IA
T E
F L O
O R
H E
IG
H
T F
O R
R E
Q 'D
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F T
R E
A D
S
F
IE
L D
V E
R
IF
Y E
X
IS
T
IN
G F
L O
O R
T O
2"
STAIR WIDTH
3' - 8" 2"
1 1/8"
2"
STAIR WIDTH
3' - 8" 2"
UP
5/8" TYPE 'X' GYPSUM
WALL BD. OVER 7/8"
METAL HAT CHANNEL
FURRING @ 16" O.C.
6" 3' - 0" 1' - 0"
A5.0
ENCAPSULATE STEEL
COLUMN WITH 5/8"
TYPE 'X' GWB
ALL FOUR SIDES
FULL HEIGHT
13' - 0" FINISHED DIMENSION
5/8" TYPE 'X' GYPSUM
WALL BD. OVER 1 5/8"
METAL STUD FURRING
@ 16" O.C.
DIMENSION
4' - 6" FINISHED
/4
G
STAIR
D2
CORRIDOR
200A
CLOSET
MEN
F
/4
/4
A5.0
UPDOWN
R E
F E
R T
O S
T R
U C
T D
W G
S
/8
L A
N D
IN
G
F L O
O R
H E
IG
H
T S
F O
R R
E Q
'D
O F
T R
E A
D S
F
IE
L D
V E
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IF
Y E
X
IS
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IN
G F
L O
O R
T O
L A
N D
IN
G
IN
T
E R
M E
D
IA
T E2
2"
STAIR WIDTH
3' - 8" 2"
1"
2"
STAIR WIDTH
3' - 8" 2"
FINISHED DIMENSION
12' - 11 7/8"
5' - 1 1/4" 8' - 6 7/8"
CONTINUED FROM BELOW
5/8" TYPE 'X' GYP.WALL BD.
OVER 1 5/8" METAL STUD
FURRING @ 16" O.C.
906RA
901RA
906RA
906RA
FIRST STAIR TREAD
TO BE LEVEL WITH
STRUCTURAL LANDING
5' - 9 3/8" 8' - 3 7/8"
4' - 10 7/8"
/8
/4
906906
D2
T Y
P
6"
A5.0
J/S4.2
H/S4.2
4' - 6" F.D.
FIN. DIM.
8' - 1"
G
F
A5.0
5' - 1 1/4" 8' - 8"
/4
/8
UP
L A
N D
IN
G
IN
T
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M E
D
IA
T E
F L O
O R
H E
IG
H
T S
F O
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E Q
'D
O F
T R
E A
D S
F
IE
L D
V E
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IF
Y E
X
IS
T
IN
G F
L O
O R
T O
R E
F E
R T
O S
T R
U C
T D
W G
S
/4
L A
N D
IN
G
906RA
906A
901RA
906906
906A
906A
/8
/2
/8
/8
D3
906RA
906RA
STAIR
D3
CORRIDOR
300A
MEN
/4
2"
STAIR WIDTH
3' - 8" 2"
1"
2"
STAIR WIDTH
3' - 8"
2"
FIRST STAIR TREAD
TO BE LEVEL WITH
STRUCT. LANDING
STAIR STRINGER
& GUARD RAIL TO
CONTINUE ALONG
FACE OF STRUCT.
LANDING
CONTINUED FROM BELOW
5/8" TYPE 'X' GYP. WALL
BD.OVER 1 5/8" METAL
STUD FURRING @ 16" O.C.
FACE OF
GWB/FURRING
TO ALIGN FULL
HEIGHT OF
STAIRWELL
T Y
P
6" 3' - 0" 1' - 0"
A5.0
B/S4.2
D/S4.2
FINISHED DIMENSION
12' - 11 7/8"
4' - 6" F.D.
FIN. DIM.
8' - 1"
1ST FLOOR
0' - 0"
2ND FLOOR
16' - 2"
3RD FLOOR
29' - 5"
1ST FLOOR REAR
0' - 10"
1 3
F
IE
L D
V E
R
IF
Y E
X
IS
T
IN
G F
L O
O R
H E
IG
H
T
F
IE
L D
V E
R
IF
Y E
X
IS
T
IN
G F
L O
O R
H E
IG
H
T
10' - 0"
GCB
906RA
906RA
906RA
906RA
7' - 3"
RATED
MEN
CUSTODIAL
STAIR
D1
STAIR
D2
STAIR
D3
MEN
MEN
16' - 3 1/4" 5' - 7 1/4"
13' - 2"
GCB
11' - 0"
GCB
9' - 0"
RATED
16' - 3 1/4" 5' - 8 3/8"
FILL VOID WITH
ACOUSTICAL
BATT INSULATION
2' - 6 3/8"
WALL FULL HEIGHT
TO UNDERSIDE OF
STAIRS
EXISTING WINDOWS
EXISTING WINDOW
A5.0
A5.1
A5.0
H
IG
H W
A L L
T Y
P
T Y
P
906RA
A5.0
A5.0
A5.1
/1
/1
2' - 6"
2' - 6"
2' - 6"
EQ EQ
PS2VPS2V
PS2V
PS2V
PS2H
PS2H
T R
IM
A B
V
EULA
EULA
EULA
EULA
EULA
GF
A5.0
8' - 8"5' - 1 1/4"
8' - 4 5/8"5' - 1 1/4"
906RA
906RA
13' - 2"
GCB
11' - 0"
GCB
10' - 0"
GCB
D3
D2
D1.1
STAIR
D3
STAIR
D2
STAIR
D1
T Y
P
IC
A L
G U
A R
D R
A
IL
T Y
P
IC
A L
H A
N D
R A
IL
A5.1
A5.1 x
1 1/2" CONCRETE FILL
3/4" x 3/4" x 3/8"
RISER
PAN SUPPORTS
12 GAUGE STEEL
LANDING PANS
4" CONCRETE SLAB
H.S.S. 2 x 12
STRINGER
4" X 8" TUBE
STEEL HEADER
TYP. 12 GAUGE RISER PAN
STEEL ANGLE TO
SUPPORT SLAB &
STAIR STRINGER
LANDING
2" x 12" STEEL
TUBE STRINGER
HSS 1 1/2" x 1 1/2" x 1/8" POSTS.
WELDED TO STRINGER
1/2" x 1/2" PICKETS.
WELDED TO STRINGER
1/2"
3 1/2" MAX.
1/2"
/2
STEEL MEMBER, REFER
TO STRUCT. DWGS.
CONNECTION TO
STEEL MEMBER BY
STAIR SUPPLIER
906RA
906RA
906RA
7' - 3"
RATED
906RA
SLOPED
RATED
/2
1 1/2" CONCRETE FILL
3/4" x 3/4" x 3/8"
RISER
PAN SUPPORTS
12 GAUGE STEEL
LANDING PANS
4" CONCRETE SLAB
4" X 8" TUBE
STEEL HEADER
TYP. 12 GAUGE RISER PAN
STEEL ANGLE TO
SUPPORT SLAB &
STAIR STRINGER
LANDING
2" x 12" STEEL
TUBE STRINGER
HSS 1 1/2" x 1 1/2" x 1/8" POSTS.
WELDED TO STRINGER
1/2" x 1/2" PICKETS.
WELDED TO STRINGER
STEEL MEMBER, REFER
TO STRUCT. DWGS.
CONNECTION TO
STEEL MEMBER BY
STAIR SUPPLIER
FILL VOID WITH
ACOUSTICAL
BATT INSULATION
2ND FLOOR
16' - 2"
M
IN
FIRST STAIR
TREAD BY
STAIR SUPPLIER
COORDINATE
INSTALLATION
AND CONNECTION
TO STRUCTURAL
LANDING, REFER
TO STRUCT. DWGS.
906RA
STRUCTUAL LANDING
REFER TO STRUCT.
DRAWINGS
STEEL MEMBERS,
REFER TO STRUCT.
DRAWINGS
C
COMMONWEALTH
T
R E
R
A
H C
I
N K E
UT
OF
B
3 87
I
R E G
No.
TS E
NT U
C E
YK T
N E R
D
ER
RB
APPROVED FOR PROGRAM CONCEPT ONLY
APPROVED FOR PROGRAM CONCEPT ONLY
DATE
DATE
ENGINEERING
DIVISION OF
AGENCY
AUTHORIZED AGENT
FOR INTENT ONLY
DIV. OF ENGR.
REVIEWED
ENGR. ACCT. NO.
DRAWING NO.
DATE
A&E FILE NO.
CHECKED BY
SHEET DRAWN BY
RECORD DATE
DATEREVISIONS
COMMONWEALTH OF KENTUCKY
FINANCE AND ADMINISTRATION CABINET
DEPARTMENT FOR FACILITIES MANAGEMENT
DIVISION OF ENGINEERING
FRANKFORT, KENTUCKY
/5
/2
:5 :1
P
M C
U s e rs
\R H in s o n \D o c u m e n ts
\1
G
C T
C
A b o d e B u il d in g R e n o v a ti o n rh in s o n .r v t
A5.0
STAIR SECTIONS AND DETAILS
470-C5N5-NC11-01
GATEWAY URBAN CAMPUS
09/25/14
201114.02
BB
REH
PROFESSIONAL SERVICES CLASSROOM CENTER
438-440 Scott St., Covington, KY 41011
SCALE: 3" = 1'-0"A5.0
4 STAIR TREAD DETAIL @ BASE
SCALE: 3/8" = 1'-0"A5.0
1 EGRESS STAIR PLAN - FIRST FLOOR
SCALE: 3/8" = 1'-0"A5.0
2 EGRESS STAIR PLAN - SECOND FLOOR
SCALE: 3/8" = 1'-0"A5.0
3 EGRESS STAIR PLAN - THIRD FLOOR
SCALE: 3/8" = 1'-0"A5.0
5 EGRESS STAIR - LONGITUDINAL SECTION
SCALE: 3/8" = 1'-0"A5.0
6 EGRESS STAIR - CROSS SECTION
SCALE: 3" = 1'-0"A5.0
9 ENLARGED DETAIL
SCALE: 3" = 1'-0"A5.0
8 ENLARGED DETAIL
SCALE: 3" = 1'-0"A5.0
7 ENLARGED DETAIL
AS-BUILT
12-18-15
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED IN PART, ON THE BASIS OF INFORMATION COMPILED BY OTHERS. THE ARCHITECT/ENGINEER HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE
INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
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