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 "