Stairs-Mezzanine-Guardrail_For_Reference.pdf
PDF 279 KB Posted
- Attached to
- Bid Guardrails, Stairs, Mezzanine Lyons
- Solicitation number
- EVT0010298
- Issued by
- Rooks County, Long Island City, Kansas
About this file
This architectural detail drawing set is prepared for the Kansas Department of Transportation (KDOT) for the New Newton Subarea Complex located at 615 SW 14th Street in Newton, Kansas. The document, specifically sheet A-501, provides comprehensive technical specifications for stair and mezzanine guardrail construction, including detailed sections showing steel stair and guardrail assemblies, stringer connections, tread and riser configurations, and mounting details. The drawings include precise measurements for steel pipe guardrails, steel grating treads, perimeter channels, and structural connections, with annotations referencing structural engineering specifications.
The technical drawings indicate a complex multi-level stair and mezzanine system utilizing C12X20.7 steel stringers, 1.5-inch steel pipe guardrails, steel grating treads, and various mounting details. Key components include a steel pipe gate with a hasp latch, continuous steel embed channels, and specific mounting techniques for rails and structural elements. The design incorporates 19 equal treads, 20 equal risers, and detailed connections between stair stringers, landing areas, and structural walls. The document is part of a 100% review set issued on 07/09/21 by GLMV Architecture for the KDOT project, with the building number identified as 27600-52038.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Mezzanine_Statement_of_Work_Lyons_Sub_Area_.docx | DOCX document | |
| Additional_Required_Documents_w_signature_sheet.pdf | ||
| Amendent_1-_EVT0010298.doc | DOC document | |
| Bid_Guardrails,_Stairs,_Mezzanine_Lyons.pdf | ||
| X2750_Construction_Documents_2_5_21_(3).pdf | ||
| Amendent_2_-_EVT0010298.doc | DOC document |
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Text version
T.O. CONCRETE SLAB
100' - 0"
19 EQUAL TREADS = 17' - 5" 5' - 0"1' - 0"
1'
STEEL
COLUMNS,
RE:
STRUCTURAL
E
Q U
A L
R
IS
E R
S
1'
C12X20.7
PERIMETER
CHANNEL
3'
1 1/2" STL. PIPE HANDRAIL EACH SIDE OF STAIRS,
RE: 10/A-501
42" HIGH STEEL PIPE GUARDRAIL ON OPEN SIDE OF
STAIRS
A-501
A-501
A-501 7 A-501
A-501
3 1/2"
2'
0"
3'
2'
0"
A-501
1 1/2" STEEL PIPE VERT
& HORIZ.
1/4" X 4" STEEL TOEKICK
CONTINUOUS C8 X 11.5
STEEL EMBED CHANNEL W/
(2) 1/2" ⌀ X 6" DBA @ 24" O.C.
ALONG SLAB EDGE, TYP
SLOPE
CON. SLAB, RE: STRUCT.
T.O. MEZZ.
ELEV. 111'-4"
T.O. CMU
ELEV. 110'-8"
CMU BLOCK WALL,
RE: STRUCT.
1'
E Q
E Q
TOP MOUNT RAIL IN
LIEU OF SIDE MOUNT
RE: STRUCT.
3'
1 1/2" STEEL PIPE VERT
& HORIZ.
1/4" X 4" STEEL TOEKICK
0'
CONTINUOUS C8 X 11.5
STEEL EMBED CHANNEL W/
(2) 1/2" ⌀ X 6" DBA @ 24" O.C.
ALONG SLAB EDGE, TYP
CONC. SLAB, RE: STRUCTURAL
CMU BLOCK WALL,
RE: STRUCTURAL
1/ 4"
TOP MOUNT RAIL IN
LIEU OF SIDE MOUNT
RE: STRUCT.
REF: STRUCUTRAL FOR RAIL
CONNECTION DETAIL
MEZZANINE
ELEV. 111'-4"
1/4" X 4" STEEL TOEKICK
1 1/2" STEEL PIPE
GUARDRAIL
1 1/2" STEEL PIPE GATE
HASP GATE LATCH WELDED
TO GATE
A-501
1 1/2" STEEL PIPE VERT
& HORIZ.
1/4" X 4" STEEL TOEKICK
CONTINUOUS 8" X 2" STEEL
TUBE W/ (2) 1/2" ⌀ X 6" DBA
@ 24" O.C. ALONG SLAB
EDGE, TYP
SLOPE
3/4" PLYWD DECKING ATTACHED
TO 10" STEEL JOISTS
T.O. MEZZ.
ELEV. 111'-4"
T.O. CMU
ELEV. 110'-8"
6" MTL STUD FRAMING, RE:
STRUCTURAL
METAL WALL PANEL
6" BATT INSULATION
ALIGN F.O. METAL
WALL PANEL W/ F.O.
STEEL TUBE
E Q
E Q
1'
TOP MOUNT RAIL IN
LIEU OF SIDE MOUNT
RE: STRUCT.
1 1/2" STEEL PIPE VERT
& HORIZ.
1/4" X 4" STEEL TOEKICK
0'
CONTINUOUS 8" X 2" STEEL
TUBE W/ (2) 1/2" ⌀ X 6" DBA
@ 24" O.C. ALONG SLAB
EDGE, TYP
3/4" PLYWD DECKING ATTACHED
TO 10" STEEL JOISTS
6" MTL STUD FRAMING,
RE: STRUCTURAL
6" BATT INSULATION
METAL WALL PANEL
T.O. CONCRETE SLAB
100' - 0"
0' - 2"
CAP STRINGER END
STEEL GRATING TREADS, WELD TO
STREEL STRINGER
RETURN HANDRAIL TO GUARDRAIL
POST
SHEET STEEL TREADS/RISERS
WELD TO STEEL STRINGER
STEEL PIPE GUARDRAIL WELD TO
STRINGER
C12 X 20.7 STRINGER @ EA SIDE
0' - 2" 0' - 11" 0' - 1"
1' - 0"
R E
S
T A
IR
S
E C
T
IO
N
STEEL GRATING
TREADS. WELD TO
STEEL STRINGER
C12X20.7
STRINGER @
EA. SIDE
STEEL PIPE
GUARDRAIL,
WELD TO
STRINGER
E Q
E Q
0' - 11" 0' - 1"
STEEL GRATING TREADS,
WELD TO STEEL STRINGER
C12X20.7 LANDING BEAM
C12X20.7
SHEET STEEL LANDING
WELDED TO STEEL
CHANNELS
MEZZANINE
ELEV. 111'-4"
STEEL GRATING LANDING,
WELD TO STEEL PERIMETER
CHANNEL
1/4" X 4" STEEL TOEKICK
C12X20.7 STRINGER @ EA
SIDE
STEEL PIPE GUARDRAIL,
WELD TO STRINGER
A-501
0' - 2"
STEEL PIPE GUARDRAIL
1/4" X 4" STEEL TOEKICK
WELD ANGLES TO TOE
PLATE AND CHANNEL, SEE
2/A-501 FOR ANGLES
MEZZANINE
ELEV. 111'-4"
STEEL GRATING LANDING,
WELD TO STEEL PERIMETER
CHANNEL
C12X20.7 PERIMETER
CHANNEL
STEEL COLUMN, RE: STRUCT.
CL
CENTER OF GUARDRAIL
STEEL PIPE GUARDRAIL WELD
TO STRINGER
C12X20.7 STRINGER
STEEL GRATING TREAD. WELD
TO STEEL STRINGER
0' - 1 1/2" 0' - 1 1/2" 0' - 1 1/2"
T O
T R
E A
D B
E L O
W
STEEL HANDRAIL
WELT TO VERT.
GUARDRAIL POST
"JULIUS BLUM & CO."
OR EQUAL STAMPED
STEEL BRACKET NO.
C1010
4' - 0"
BARREL HINGE W/
OUTWARD SWINING
PREVENTION PLATE
HASP, REF:
12/A-501
D R
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C H
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K E
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ORIGINAL
CONTRACT
DOCUMENTS
Project No:
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STAIR DETAILS
A-501
16004.20001
K A
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-5
0 2' 4'1'1/2" = 1'-0"13
STAIR SECTION
0 2' 3'1'3/4" = 1'-0"1
SECTION @ MEZZANINE GUARD
0 1' 1 1/2'1/2'1 1/2" = 1'-0"2
GUARDRAIL DETAIL
0 6" 9"3"3" = 1'-0"12
STEEL PIPE GATE DETAIL
0 2' 3'1'3/4" = 1'-0"3
SECTION @ MEZZANINE GUARD
0 1' 1 1/2'1/2'1 1/2" = 1'-0"4
GUARDRAIL DETAIL
0 1' 1 1/2'1/2'1 1/2" = 1'-0"5
STAIR STRINGER @ FLOOR
0 1' 1 1/2'1/2'1 1/2" = 1'-0"6
TYP. TREAD/RISER
0 1' 1 1/2'1/2'1 1/2" = 1'-0"7
STAIR STRINGER UPPER CONNECTION
0 1' 1 1/2'1/2'1 1/2" = 1'-0"8
SECTION AT LANDING RAIL
0 1' 1 1/2'1/2'1 1/2" = 1'-0"9
STRINGER SECTION
0 1' 1 1/2'1/2'1 1/2" = 1'-0"10
HANDRAIL CONNECTION
0 6" 9"3"1/2" = 1'-0"11
REMOVABLE GUARDRAIL
MARK DATE DESCRIPTION
File details come from the government source that posted it. Updated .