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STAIR MANUFACTURER
LAPEYRE STAIR
5117 TOLER ST.
HARAHAN, LA 70123
DRAWINGS PREPARED FOR:
JOB SITE:
GENERAL NOTES:
PROJECT NAME - STAIR # OR STAIR NAME
CITY JOB IS LOCATED, STATE INTIALS
THIS PORTION INCLUDES WELD TYPE, FINISH, TREAD TYPE, AND ANY
STRINGER TYPE
TYPICAL MATERIAL USED (U.N.O. ON DETAILS)
TREAD TYPE
GUARDRAIL FRAME
GUARDRAIL INFILL
HANDRAIL TYPE
LANDING DECK
STAIR FLIGHTS
GUARDRAIL AND HANDRAIL
PLATFORMS / LANDINGS
HEADER BEAM
SUPPORTS
HANGER RODS
COLUMN / POSTS
SHELF ANGLES
MC12X10.6 A36
11 GA CHECKER PLATE
HSS 1.66X0.14 A500 GR C
HSS 1/2X1/2X1/16
HSS ROUND 1.5X.095 A500 GR C
3/16 CHECKER PL A36
C8X11.5 A36
NOT APPLICABLE
NOT APPLICABLE
L6X4X3/8 A36
THIS DRAWING SET IS INTENDED
FOR APPROVAL PURPOSES ONLY.
INDEX OF DRAWINGS
GA-9
GA-8
GA-7
GA-6
GA-5
GA-4
GA-3
GA-2
GA-1
0
0
0
0
0
0
0
0
0 ISOMETRIC VIEWS
SIDE ELEVATION VIEW & PLAN VIEW
PLAN VIEWS
SECTION A-A & B-B
CONNECTION DETAILS
CONNECTION DETAILS
CONNECTION DETAILS
CONNCETION & LANDING DETAILS
WALL RAIL & WEDGELOCK DETAILS
04/28/2020
0
INITIAL ISSUE
OTHER IMPORTANT INFORMATION.
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
1
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
ISOMETRIC VIEW 1
ISOMETRIC VIEW 2
A
B
3
3
2
1
B
A
B
B
A
1
1
2
3
A
NOTE: SEE GA-8, FOR ADDITIONAL LANDING INFORMATION.
MC12X10.6
TYP. STRINGER
L6X4X3/8
TYP. SHELF ANGLE
3/4"ø Power-Stud+ SD1
TYP. SHELF ANGLE ANCHOR
HSSRound 1.5x0.095
TYP. WALL RAIL
C8X11.5
TYP. HEADER
C8X11.5
TYP. LANDING CHANNEL
C8X11.5
TYP. LANDING CHANNEL
HSSRound 1.5x0.095
TYP. HANDRAIL
HSSRound 1.660x0.140
TYP. GUARDRAIL
HSS 1/2X1/2X1/16
TYP. GUARDRAIL INFILL
3/4"ø Power-Stud+ SD1
TYP. STAIR ANCHOR
3/16" CHECKER PL.
TYP. DECKING
C4X5.4
TYP. CROSS MEMBERS
(BELOW DECKING THIS SIDE)
(LANDING #2)
SECOND FLOOR - ELEV.
110'-8"
FIRST FLOOR - ELEV.
100'-0"
(LANDING #4)
THIRD FLOOR - ELEV.
121'-4"
LANDING #1 - ELEV.
105'-7
3
4
"
LANDING #3 - ELEV.
116'-3
3
8
"
(LANDING #4)
THIRD FLOOR - ELEV.
121'-4"
(LANDING #2)
SECOND FLOOR - ELEV.
110'-8"
LANDING #3 - ELEV.
116'-3
3
8
"
LANDING #1 - ELEV.
105'-7
3
4
"
FIRST FLOOR - ELEV.
100'-0"
L3X3X1/4
TYP. CROSSMEMBERS
(BELOW DECKING ON THIS SIDE)
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
2
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
SIDE ELEVATION VIEW
FROM FIRST FLOOR - PLAN VIEW 1
@ELEV. 100'-0" TO ELEV. 105'-7 3/8"
2
2
3
3
1
1
A A
B B
2
2
3
3
1
1
NOTE: REFER TO GA-8, DETAIL 10 FOR METHOD OF MEASURING STAIR EGRESS.
ELEV.
ELEV.
ELEV.
ELEV.
ELEV.
100'-0"
105'-7 3/8"
110'-8"
116'-3 3/8"
121'-4"
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
1
GA-5
6
GA-6
1
GA-2
1
GA-2
2
GA-3
2
GA-3
3
GA-3
3
GA-3
A
GA-4
B
GA-4
A
GA-4
B
GA-4
9
GA-8
10
GA-8
10" 9'-2" 2'-11
3
8 " 7'-0
5
8 "
6"
4'-2"
7'-1
5
16 "
4'-2"
7'-11
7
16 "
4'-0
5
8 " 7'-4" 8'-3
3
8 "
4'-10
5
8 " 5'-1
3
8 " 2'-2
5
8 " 7'-9
3
8 "
10'-0" 10'-0"
8 EQ. TREADS
℄
5'-7
3
8"
5'-0
5
8"
5'-7
3
8"
5'-0
5
8"
A
B
C
ELEVATION & PLAN VIEW
KEY NOTES
E
D
CONSTRUCTION
CLEARANCE
NOSING TO GRID
STAIR WIDTH
TREAD WIDTH
LANDING WIDTH
FOPENING WIDTH
GWALL TO GRID
H
OPENING LENGTH
NOSING TO WALL I
STAIR EGRESSJ
LANDING EGRESSK
K
K
K
K
4'-2
13
16 " 8'-3" 7'-2
3
16 "
10" 4'-2
13
16 " 4'-11
3
16 " 3'-3
13
16 " 6'-8
3
16 "
6"
10'-0" 10'-0"
CMU WALL
CMU WALL
CM
U W
AL
L
CM
U W
AL
L
1
2 "
1
2"
2"
9'-0
"1
0"
1
2"
10
'-0
"
A
A
A
4'-0
"
4'-3
"
1'-0"
℄1'-0"
℄ 9 EQ. TREADS
LANDING #1 - ELEV.
105'-7 3/8"
FIRST FLOOR - ELEV.
100'-0"
4'-2
"
4'-2"
K
J
D C
I
I
HH H
H
G
G
G
G
1
2 " 4'-0
5
16 "
A
E
FF
NOTE: ALL TREAD DEPTHS ARE 11" (TYP.)
UP
CMU WALL
CMU WALL
10"
6"
I I
G G
H H H H
6'-8
3
16 "
H
G
G
G
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
3
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
UP TO SECOND FLOOR - PLAN VIEW 2
@ELEV. 105'-7 3/8" TO ELEV. 110'-8"
UP TO THIRD FLOOR - PLAN VIEW 3
@ELEV. 116'-3 3/8" TO ELEV. 121'-4"
2
2
3
3
1
1
A A
B B
2
2
3
3
1
1
A A
B B
A
GA-4
B
GA-4
A
GA-4
B
GA-4
A
GA-4
B
GA-4
A
GA-4
B
GA-4
A
B
C
ELEVATION & PLAN VIEW
KEY NOTES
E
D
CONSTRUCTION
CLEARANCE
NOSING TO GRID
STAIR WIDTH
TREAD WIDTH
LANDING WIDTH
FOPENING WIDTH
GWALL TO GRID
H
OPENING LENGTH
NOSING TO WALL I
NOTE: REFER TO GA-8, DETAIL 10 FOR METHOD OF MEASURING STAIR EGRESS.
STAIR EGRESSJ
LANDING EGRESSK
NOTE: ALL TREAD DEPTHS ARE 11" (TYP.)
CMU WALL
CMU WALL
CM
U W
AL
L
CM
U W
AL
L
A
A
℄℄
8 EQ. TREADS
LANDING #1 - ELEV.
105'-7 3/8"
(LANDING #2)
110'-8"
D
J
D C
I I
HH H
H
G
G
G
G
A
F
UP
UP
4'-2
13
16 " 7'-4" 8'-1
3
16 "
4'-0
"
4'-3
"
5'-0
13
16 " 4'-11
3
16 " 2'-4
13
16 " 7'-7
3
16 " 1'-2"
10"
1'-0" 1'-0"
4'-2
13
16 " 8'-3" 7'-2
3
16 "
1'-0" 1'-0"
9 EQ. TREADS
4'-0
"
4'-3
"
C
4'-2
"
7'-1
5
16 "
K
4'-2
"
J
4'-2"
K
5'-0
13
16 " 4'-11
3
16 " 3'-3
13
16 " 6'-8
3
16 "
6"
2"
9'-0
"1
0"
1
2"
1
2"
10
'-0
"
1
2 " 4'-0
5
16 "
6'-11
11
16 "
1
2 "
E
E
A
G
G
I I
10"
10'-0" 10'-0"
H H H H
SECOND FLOOR - ELEV.
℄ ℄
CMU WALL
CMU WALL
CM
U W
AL
L
CM
U W
AL
L
A
A
8 EQ. TREADS
LANDING #3 - ELEV.
116'-3 3/8"
(LANDING #4)
121'-4"
D
E
G
G
F
UP
UP
C
K
J
K
G
G
I I
H H H H
THIRD FLOOR - ELEV.
℄ ℄
GUARDRAIL
4'-0
"
4'-3
"
4'-2
"
4'-2"
7'-11
7
16 "
4'-0
5
8 " 7'-4" 8'-3
3
8 "
1
2 " 4'-0
5
16 "
9
13
16 "
1'-0"
10"
4'-10
5
8 " 5'-1
3
8 " 2'-2
5
8 " 7'-9
3
8 " 1'-2"
8'-0
7
8 "
1
2 "
A
A
10'-0" 10'-0"
2"
9'-0
"1
0"
1
2"
1
2"
10
'-0
"
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
4
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
SECTION A-A
LOOKING TOWARDS GRID "A"
REF. PLAN VIEWS (1,2,&3)
SECTION B-B
LOOKING TOWARDS GRID "B"
REF. PLAN VIEWS (1,2,&3)
2
2
3
3
1
1
3
3
2
2
1
1
2
GA-5
3
GA-5
0"
4'-9
3
16 "
9'-9
13
16 "
15'-5
3
16 "
20'-5
13
16 "
5
GA-6
4
GA-5
7
GA-7
8
GA-7
0"
4'-9
3
16 "
9'-9
13
16 "
15'-5
3
16 "
20'-5
13
16 "
NOTE: ALL TREAD DEPTHS ARE 11" (TYP.)
ELEV.
ELEV.
ELEV.
ELEV.
ELEV.
100'-0"
105'-7 3/8"
110'-8"
116'-3 3/8"
121'-4"
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
1
GA-2
1
GA-2
2
GA-3
2
GA-3
3
GA-3
3
GA-3
ELEV.
ELEV.
ELEV.
ELEV.
ELEV.
100'-0"
105'-7 3/8"
110'-8"
116'-3 3/8"
121'-4"
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
1
GA-2
1
GA-2
2
GA-3
2
GA-3
3
GA-3
3
GA-3
11
GA-8
L
M
N
P
O
HEADER TO GRID
℄ OF I-BEAM TO GRID
℄ OF I-BEAM TO WALL
E.O.S TO GRID
QE.O.S TO WALL
R ℄ OF SHELF ANGLE BOLT
HEADER TO WALL
R
R
R
R
R
R
R
R
10" 9'-2" 2'-11
3
8 " 7'-0
5
8 "
6"
10" 9'-2" 10'-0"
6"
10'-0" 10'-0"
6"
10'-0" 9'-2" 10"
10'-0" 10'-0"
8'-1
3
8 "
7'-0
3
16 "
4'-0
13
16 "
M
M
M
4'-0
13
16 "
7'-0
3
16 "
4'-0
13
16 "
8'-1
3
8 "M
M
4'-0
13
16 "M
M
M
℄
(LANDING #1)
(LANDING #3)
(LANDING #4)
(LANDING #2)
(LANDING #1)
(LANDING #3)
(LANDING #4)
(LANDING #2)
5'-7
3
8"
5'-0
5
8"
5'-7
3
8"
5'-0
5
8"
5'-7
3
8"
5'-0
5
8"
5'-7
3
8"
5'-0
5
8"
10
E
Q. R
IS
ER
S @
6
3
4
"1
0 E
Q. R
IS
ER
S @
6
3
4
"
9
E
Q.
RIS
ER
S @
6
3
4
"
9
E
Q.
RIS
ER
S @
6
3
4
"
1
2 "
1
2 "
1
2 "
1
2 "
A
B
C
ELEVATION & PLAN VIEW
KEY NOTES
E
D
CONSTRUCTION
CLEARANCE
NOSING TO GRID
STAIR WIDTH
TREAD WIDTH
LANDING WIDTH
FOPENING WIDTH
GWALL TO GRID
H
OPENING LENGTH
NOSING TO WALL I
STAIR EGRESSJ
LANDING EGRESSK
A
A
A
A
1
2 "A
1
2 "A
G
GG
G
G GG
START @
ELEV. 0'-0"
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
5
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
REF:1
BOTTOM OF THE STAIR
GA-2, SIDE ELEVATION VIEW REF:2
SHELF ANGLE DETAIL (UP TO LANDING) @ LANDING #1 (TYP.)
GA-4, SECTION A-A REF:3
SHELF ANGLE DETAIL (LANDING UP TO STAIR) @ LANDING #1 (TYP.)
GA-4, SECTION B-B
REF: REF:4
SHELF ANGLE DETAIL (UP TO LANDING) @ LANDING #2
GA-4, SECTION B-BC-C
DETAIL SECTION C-C @ LANDING 1
GA-5, DETAIL 2 & 3
1'-0"
2
9
16 "
STAIR ANCHOR
Power-Stud+ SD1 3/4x 4 1/4"
STRINGER
MC12X10.6
GUARDRAIL
HSSRound 1.660x0.140
HANDRAIL
HSSRound 1.5x0.095
GUARDRAIL INFILL
HSS 1/2X1/2X1/16
CONCRETE SLAB
EDGE OF
NOSING
W/ 3-1/4" MIN EMBED
TYP.
CMU WALL
3" 4@10
9
16 "=3'-6
1
4 " 3"
1
2 "
SHELF ANGLE ANCHOR
Power-Stud+ SD1 3/4x 7"
STIFFENER
PL 1/4" THK.
HEADER
C8X11.5
TYP.
1
4
TYP.
1
4
SIDE CHANNEL
C8X11.5
REAR HEADER
C8X11.5
STRINGER
MC12X10.6
W/ 4-3/4" MIN EMBED
TYP.
3" 4@10
9
16 "=3'-6
1
4 " 3"
TYP.
1
4
1
4
HEADER
C8X11.5
MC12X10.6
Power-Stud+ SD1 3/4x 7"
C8X11.5
PL 1/4" THK.
C8X11.5
TYP.
1
4
W/ 4-3/4" MIN EMBED
TYP.
CMU WALL
7
7
8 "
℄
1
2 " 2'-2" 2'-2" 2'-2" 2'-5"
1
2 "
A
A
1
2 "
AA
CMU WALL
CMU WALL
SHELF ANGLE
L6X4X3/8
L6X4X3/8
TYP.
1
4 2 -6
TYP.
1
4 2 -6
PL 1/4" THK.
Power-Stud+ SD1 3/4x 7"
L6X4X3/8
CROSSMEMBER
L3X3X1/4
C8X11.5
C8X11.5
3" 7@11
1
8 "=6'-5
7
8 " 3"
1
2 "
A
CMU WALL
Power-Stud+ SD1 3/4x 7"
W/ 4-3/4" MIN EMBED
TYP.
L6X4X3/8
PL 1/4" THK.
C8X11.5HEADER
C8X11.5
TYP.
1
4
TYP.
1
4
C8X11.5
TYP.
1
4 2 -6
W/ 4-3/4" MIN EMBED
TYP.
D
GA-6
D
GA-6
C
GA-5
C
GA-5
C
GA-5
C
GA-5
TYP.
1
4
TYP.
1
4
1
2 "A
1
2 "
A
1
2 "
A
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
6
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
REF:5
SHELF ANGLE DETAIL (LANDING UP TO STAIR) @ LANDING #2
GA-4, SECTION A-A REF:
REF:6
TOP OF THE STAIR
GA-2 REF:
D-D
DETAIL SECTION D-D @ LANDING 2
GA-5 & 6, DETAILS 4 & 5
E-E
DETAIL SECTION E-E @ TOP OF STAIRS.
GA-6, DETAIL 6
MC12X10.6
HEADER
C8X11.5
TYP.
1
4
TYP.
1
4
1
4
C8X11.5
PL 1/4" THK.
CMU WALL
3" 7@11
1
8 "=6'-5
7
8 " 3"
1
2 "
Power-Stud+ SD1 3/4x 7"
L6X4X3/8
TYP.
1
4 2 -6
W/ 4-3/4" MIN EMBED
TYP.
A
1
2 " 2'-2" 2'-2" 2'-2" 2'-5"
1
2 "
AA
CMU WALL
CMU WALL
C8X11.5
C8X11.5
C8X11.5
PL 1/4" THK.
Power-Stud+ SD1 3/4x 7"
W/ 4-3/4" MIN EMBED
TYP.
L6X4X3/8
TYP.
1
4
C8X11.5
MC12X10.6
HSSRound 1.660x0.140
HSSRound 1.5x0.095
HSS 1/2X1/2X1/16
HSSRound 1.660x0.140
1'-0"
L6X4X3/8
PL 1/4"THK.
Power-Stud+ SD1 3/4x 7"
W/ 4-3/4" MIN EMBED
TYP.
1
1
2 "
℄ ℄ ℄ ℄
3'-6
"
3'-0
"
A A
CMU WALL
CMU WALL
HSSRound 1.660x0.140
HSSRound 1.5x0.095
WALL RAIL
HSSRound 1.5x0.095
C8X11.5
MC12X10.6
HSSRound 1.660x0.140
HSS 1/2X1/2X1/16
L6X4X3/8
1
2 " 2'-2" 2'-2" 2'-2" 2'-5"
1
2 "
3
3
16"
3
15
16 "
1
2 "
3
15
16 "
4'-2
3
4 "
2
13
16 "
2'-2
3
16 " 2'-2
3
16 "
2"
Power-Stud+ SD1 3/4x 7"
W/ 4-3/4" MIN EMBED
TYP.
PL 1/4"
TYP.
1
4
TYP.
1
4
D
GA-6
D
GA-6
E
GA-6
E
GA-6
TYP.
1
4
CROSSMEMBER
C4X5.4
C4X5.4
C4X5.4
1
2 "
A
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
7
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
REF:7
SHELF ANGLE DETAIL (UP TO LANDING) @ LANDING #4
GA-4, SECTION B-B REF:8
SHELF ANGLE DETAIL (ON LANDING) @ LANDING #4
GA-4, SECTION A-A
REF:F-F
DETAIL SECTION F-F @ LANDING 4
GA-7, DETAIL 7 & 8
3" 8@11
3
8 "=7'-7" 3"
1
2 "
CMU WALL
C8X11.5C8X11.5
HEADER
C8X11.5
TYP.
1
4
TYP.
1
4
MC12X10.6
L6X4X3/8
Power-Stud+ SD1 3/4x 7"
PL 1/4"
W/ 4-3/4" MIN EMBED
TYP.
TYP.
1
4 2 -6
A
3" 8@11
3
8 "=7'-7" 3"
1
2 "
A
CMU WALL
HEADER
C8X11.5
C8X11.5C8X11.5
PL 1/4" THK.TYP.
1
4 2 -6
Power-Stud+ SD1 3/4x 7"
L6X4X3/8
1
2 " 2'-2" 2'-2" 2'-2" 2'-5"
1
2 "
A A
CMU WALL
CMU WALL
PL 1/4" THK.
Power-Stud+ SD1 3/4x 7"
L6X4X3/8
C8X11.5
C8X11.5
C8X11.5
F
GA-7
F
GA-7
F
GA-7
F
GA-7
C4X5.4
TYP.
1
4
W/ 4-3/4" MIN EMBED
TYP.
1
2 "
A
1
2 "
A
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
STD SPEC
E70XXELECT
GA-
SEE TITLE PG
8
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
REF:9
TYP. DETAIL OF INTERMIDIATE RAIL TRANSITION
GA-2 REF:10
TYP. EGRESS DETAIL
GA-2
4'-2"
REF:11
TYP. TREAD DETAIL
GA-4, SECTION A-A
4
13
16 "
2
3
16 "
2
1
4 "
℄
1
1
2 " CLR.
RB 5/8
HSSRound 1.5x0.095
HSSRound 1.660x0.140
HSS 1/2X1/2X1/16
TYP.
1
4
INSIDE GUARDRAIL TO WALL
3
3
16"
TYP.
1
4
TYP.
1
4
HEADER
C8X11.5
L3X3X1/4 (SHOWN)
OR C4X5.4(NOT SHOWN IN VIEW)
MC12X10.6
1
2 "
A
HSSRound 1.5x0.095
HSSRound 1.660x0.140
CMU WALL
HSS 1/2X1/2X1/16
MC12X10.6
11"
6
3
4"
MC12X10.6
11 GA. CHECKER PL.
REF:12
TYP. DETAIL OF LANDING #1 & #3 - (FOR SHOP WELD INFORMATION)
GA-1, ISO VIEWS ; GA-4, SECTION A-A & SECTION B-B REF:13
DETAIL OF LANDING #2 - (FOR SHOP WELD INFORMATION)
GA-1, ISO VIEWS ; GA-4, SECTION A-A & SECTION B-B REF:14
DETAIL OF LANDING #4 - (FOR SHOP WELD INFORMATION)
GA-1, ISO VIEWS ; GA-4, SECTION A-A & SECTION B-B
TYP.
1
4
1
4
1
4
@ VERTICAL LEG
OF ANGLE TYP.
L3X3X1/4
(x3) CROSS MEMBERS TYP.
TYP.
TYP.
TYP.
1
4
1
4
@ VERTICAL LEG
OF ANGLE TYP.
TYP.
TYP.
1
4
1
4
@ VERTICAL LEG
OF ANGLE TYP.
TYP.
TYP.
1
4
C4X5.4
(x3) CROSS MEMBERS TYP.
TYP.
1
4
C4X5.4
(x3) CROSS MEMBERS TYP.
MAX.
7"
MIN.
REV. Date BY Description
Project No. : Detailed By :
Designed By:
Date :
Grade :
Coating :
Weld :
Project :
Drawing No. :
Comment :
5117 TOLER ST.
HARAHAN, LA 70123
TEL: 800-535-7631
FAX: (504) 733-4393
SEE B.O.M.
E70XXELECT
GA-9
0
PROJECT NAME - STAIR # OR STAIR NAME
DETAILER'S INITIALS
MODELER'S INITIALS
LS GA-STANDARDS 2020
04/28/2020
RED OXIDE
WALL
REF:17
TYP. TRANSITION DETAIL AT WEDGE LOCK
N/AREF:15
WALL RAIL DETAILS
TYP.
Y
Y
REF:
REF:16
WALL RAIL BRACKET DETAILS
GA-9, DET. 15
4
8
"
M
A
X
.
2.4
4[6
1.8
]
3.8
1[9
6.8
]
Ø.27 [6.8]
(2) HOLES
1.00[25.4]
.38[9.5]
1.75[44.5]
2.50[63.5]
.18[4.5]
Ø.44[Ø11.1]
Ø2.75[Ø69.8]
NOTE: HAND RAIL BRACKETS ARE
TACKED IN SHOP (NOT FULLY WELDED)
TO HAND RAILS AT SLOPED
TRANSITIONS. THIS IS TO ALLOW FOR
HAND RAIL ADJUSTMENTS AT
TRANSITIONS. ONCE HAND RAIL IS AT
DESIRED LOCATION, IT IS
RECOMMENDED THAT A 1/8"
CONTINUOUS WELD BE APPLIED TO
THE HANDRAIL BRACKET TO
COMPLETE THE INSTALLATION.
34" MIN.
38" MAX.
FROM WALKING
SURFACE TO MEET
CODE REQUIREMENTS.
NOTE: ONCE THE WEDGE LOCK IS
INSTALLED, EITHER USE A SUITABLE
TWO PART METAL EPOXY OR BUTT
WELD TO FILL IN ANY GAPS AT THE
JOINT BETWEEN THE TWO HAND RAILS.
THEN THE SURFACE IS TO BE
GRINDED/SANDED SMOOTH TO
REDUCE VISIBILITY OF THE SEAM AT
THE TRANSITION. APPLICABLE FINISH IS
TO BE APPLIED AFTER THIS PROCESS
IS COMPLETE.
WEDGE-LOCK
LOCATION
WEDGE-LOCK
LOCATION
REF:18
TYP. WEDGE LOCK DETAILS / INSTALLATION
TYP.
ADJUST HAND RAIL
BRACKETS AT SLOPED
PORTIONS SO THAT HAND
RAILS MEET HEIGHT CODE
REQUIREMENTS AND ARE
PARALLEL TO WALKING
SURFACES AT TRANSITIONS.
EQ. EQ.
TYP.
TYP.
C
L
EDGE OF
NOSING
C
L
EDGE OF
NOSING
3'-0
"
1'-0"
1'-0"
TUBING 1-1/2"x0.095 WALL RAIL (TYP.)
WAGNER HANDRAIL BRACKET -
STYLE B, 3" CLEARANCE - 1 HOLE
TY
P.
(CLEAR MIN.)
1
1
2 "
C
L
ANCHORS
BY OTHERS
Y-Y
WALL RAIL CLEARANCE
GA-9, DET. 15
ANCHORS
BY OTHERS
16
GA-9
C
L
1. Place connector in each end of pipe or tube until it makes contact with the Wedge-Lock's ribs.
2. Insert wedge into the groove of Wedge-Lock and hammer into place.
3. The Wedge-Lock will expand against the material wall to properly lock and align the pipe or tube.
4. Weld the joint solid and grind smooth.
WEDGE-LOCK INSTRUCTIONS:
Z
Z
REF:Z-Z
WALL RAIL BRACKET SIDE VIEW
GA-9, DET. 16
WEDGE-LOCK
LOCATION
NOTE: HANDRAILS WILL BE SHIPPED WITH OVERLAP
AT TRANSITIONS TO ALLOW FOR FIELD ADJUSTMENTS.
3" OVERLAP AT
TRANSITIONS FOR FIELD
ADJUSTABILITY. TYP.
2
1
4 "