Drawings 26 50_Part2.pdf

EXISTING RAIL

EXISTING

BALLUSTERS

BEYOND

NEW HANDRAIL IN

FOREGROUND

NEW 1/4" PLATE WELDED TO EXISTING

BALLUSTERS FOR HANDRAIL BRACKET

ATTACHMENT

NEW HANDRAIL BRACKET

EXISTING PAINTED FENCE

1/4 1

1/4 1

1-AE113

2C

NEW GATE

- HARDWARE SET 1H

- PAINT

1-AE113

2B

1-AE113

2A

GROUND FLOOR

294' - 0"

NEW PAINTED GATE -

2"x1"x1/8" STEEL RECTANGULAR TUBE FRAME WITH 1"x1"x1/8" VERTICAL SQUARE

TUBE BALUSTERS

SELF CLOSING HINGE TOP & BOTTOM,

REFER TO HARDWARE SET 1H

HANDRAIL, SEE DETAILS THIS SHEET

EXISTING POST

EXISTING FENCING

1/4"x3"x2'-8" LG. PLATE STEEL FOR HINGE

ATTACHMENT, ATTACH TO EXISTING

CONCRETE COLUMN W/ (2) MASONRY

ANCHORS ABOVE & BELOW HINGES

NOTES:

A. ALL EXPOSED STEEL TO BE PAINTED

B. PROVIDE ENOUGH SPACE TO ALLOW GATE TO PASS BY HANDRAIL EXTENSION

NOTE B5 1/2"

1/4"x1 1/2"x5" LG. PLATE STEEL

STOP WELDED TO GATE

MIN.

2 1/4"

1 1/2" DIA.

M A

X

IM

U M

A F

F

M

IN

IM

U

M A

F F

LINE OF FINISHED FLOOR/ STAIR TREAD

1/4" DIAMETER BRACKET. ATTACH TO

NEW BLOCKING IN WALL OR NEW

BRACKET PLATE (4/1-AE113), AS

REQUIRED

EXISTING WALL OR CLOSEST POINT OF

EXISTING RAILING

PAINTED PIPE HANDRAIL

1/4" DIAMETER BRACKET. ATTACH

TO NEW BLOCKING IN WALL OR

NEW BRACKET PLATE (4/1-AE113),

AS REQUIRED

EXISTING WALL OR CLOSEST

POINT OF CONNECTION

PAINTED PIPE HANDRAIL

LINE OF LAST/ FIRST

STAIR NOSING

DEPTH OF TREAD (MIN.)DEPTH OF (1) TREAD

D

IA

M E

T E

R

/2

M

IN

/4

1-AE113

LINE OF FINISHED FLOOR

M A

X

IM

U M

A F

F

M

IN

IM

U M

T O

MIN.

1' - 0"

DEPTH

(1) TREAD

1-AE113

TYPICAL

PAINTED METAL PIPE

HANDRAIL

OUTLINE OF OF STAIR

TREADS & RISERS

M

A X

IM

U

M A

F F

M

IN

IM

U M

T O

EXISTING CONCRETE

COLUMN

NEW HINGE FASTENED TO

STEEL PLATE

1/4"x3"x2'-8" LG. PLATE STEEL FOR

HINGE ATTACHMENT, ATTACH TO

EXISTING CONCRETE COLUMN W/ (2)

MASONRY ANCHORS ABOVE &

BELOW HINGES

NEW GATE

NOTE: ALL EXPOSED STEEL TO BE PAINTED

SILENCER

NEW GATE EXISTING POST

1/4"x1 1/2"x5" LG. PLATE STEEL

STOP WELDED TO GATE

NOTE: ALL EXPOSED STEEL TO BE PAINTED

HSS 2 1/2x2 1/2x1/8, CAP THE TOP W/

1/4" PLATE FOR ANCHOR ROD

ATTACHMENT

HSS 3x3x3/16

EXISTING FLOOR SLAB

HILTI 3/4"⌀ x 9 3/4" HIT-Z ACHOR

ROD W/ HILTI HIT-HY 200 ADHESIVE

NOTE: HEIGHT OF POST TO MATCH ADJACENT EXISTING POSTS AT STAIR. POST HEIGHT SHOULD

ACCOMODATE HANDRAIL.

1. RETURN END OF HANDRAILS TO WALL AND CLOSE FREE END.

2. FABRICATE HANDRAIL BRACKETS FROM CAST MALLEABLE IRON.

3. PROVIDE STANDARD TERMINAL CASTINGS WHERE FASENED TO NEWEL.

4. SPACE HANDRAIL BRACKETS NO MORE THAN 48" O.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

C

U s e rs

\a k a n u s k y \D o c u m e n ts

\2 -U

S D

V A

-0 M

IS

C

P R

O J E

C T

S A

R C

H a k a n u s k y V

B N

S Y

.r v t

/2

/2

:3 :2

A

M

1-AE113

DOOR REPLACEMENT PLANS AND RAILING DETAILS

10/18/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

561A4-15-102CORRECT FCA F RATED DEFICIENCIES

BUILDING 1

100% FINAL DOCUMENTS

1 1/2" = 1'-0"4

TYPICAL MID-RAIL BRACKET DETAIL

3/4" = 1'-0"1

GATE DETAIL - PLAN VIEW

1" = 1'-0"2A

GATE DETAIL - ELEVATION

3" = 1'-0"6

TYPICAL HANDRAIL DETAIL

3" = 1'-0"7

TYPICAL HANDRAIL RETURN DETAIL

1/2" = 1'-0"5

TYPICAL HANDRAIL ELEVATION

3" = 1'-0"2C

GATE - HINGE END DETAIL

3" = 1'-0"2B

GATE - STOP END DETAIL

1 1/2" = 1'-0"3

BASE DETAIL AT POST

GENERAL NOTES - RAILINGS

Revisions: Date: Page 27 of 50