STATIONARY DATE: 29/5/07

SHEET NoDRAWN DRAWING No

RE

VD

ES

C

REV

1021 ABERNETHY RD

HIGH WYCOMBE WA 6057

PH: (08) 9454 6522

FX: (08) 9454 6922

EMAIL: admin@mentis.com.au

STANDARD DRAWING

HANDRAIL WELDING PROCEDURES

TAW

0A

PP

RO

VE

D

1D

IM'S

CH

'GE

D &

UN

I A

DD

ED

1b

ME

NT

IS F

OR

MA

T

1bMA.STD 300

40

40

P-UNI

STANCHION

TOP VIEW

KP BRACKETTHIS SIDEOR OTHER

1

2000

MAX.

300 MIN

.

DO

SO

SC

S

P UNI(CORNERPOST)

SO

W

AM

P UNDRILLED

P

GATE(SELFCLOSING)

DROP BAR(SELFCLOSING)

SAFETY CHAIN

KICKPLATESNIPED50 x 50

KICKPLATECORNERBRACKET

KICKPLATESTRAIGHTBRACKET

ACB

HCB

TOG 10

408 KP

BO

KP

457

56

0

101

7

KP BRACKETTYPICALLYRIGHT &W/O HOLES(STD)

TOS

P & PA

STANCHION

TYPICAL DIM'S

UON

C & CA

STANCHION

W & WA

STANCHION

40 40

S

STANCHION

29

56

076

29

SC

STANCHION

505

55

29

SO

STANCHION

or 55

56

076

OFFSET TO SUIT

AL(ANGLELEFT)

AR(ANGLERIGHT)

48

4

45 TYP.

126

°

AM

STANCHION

48

4

°

AMW

STANCHION

CO & CAO

STANCHION

40

50NB MED.PIPESLEEVE

2000 MAX.

300 MIN.

10mmPLATE

DETAILAVAILABLE

C

UNLESS OTHERWISE NOTEDWITHWITHOUTTOP OF STEELTOP OF GRATINGKICKPLATEBOTTOM OF KICKPLATEDRILL ONE SIDE ONLY

UON :W/- :W/O :TOS :TOG :KP :BOKP :DOSO :

LEGEND:

1.

2.

3.

NOTES:

DRAWN FOR FACTORY STANDARDS WHICH MEETOR BETTER AUSTRALIAN STANDARD AS.1657.FABRICATION & WELDING SHOULD BE COPIEDIF SITE ERECTED.

CONTACT SURFACES SHOULD BE CLEAN & FREEFROM BURRS BEFORE INSTALLATION.

STANCHION BASEPLATE CUTOUTS IN GRATING MAY REQUIRE ADDITIONAL SUPPORT FOR UNSUPPORTEDGRATING LOADBARS.

SAL & SAR

STANCHION

29

56

0

SOAL & SOAR

STANCHION

or 55

OFFSET TO SUIT

56

0

R100 @ 90°

11

40 40

1

1050 MAX.

750

MA

X.

300

MIN

.

32NB PIPE

25NB PIPE SIMILAR

R 150

1050 MAX.

750

MA

X.

300

MIN

.

32NB PIPE

25NB PIPE SIMILAR

R 150

°

CO & CAO

STANCHION

5

5

W & WA

STANCHION

5

BALL JOINT

BOTH RAILS

TYP.

3

3

3

32NB PIPE SPLICE

25NB PIPE SIMILAR

75 6 75

3SLEEVETO PIPE

25NB SLEEVE155 LONG

5

STRUCTURAL

KICKPLATE

BRACKET

80 CLEAR

3

STRUCTURAL

ARRANGEMENT

M16 8.8/SBOLTSMIN. REQ'D

TYPICAL BOLTED STANCHION

FIXING METHOD

KICKPLATE

JOINING METHODS

75 x 6 FL130 LONG

BOLTED OPTION

65

53 SIDESTYP.

75 x 6 EA90 LONG

6

65

75 x 6 FL130 LONG

WELD OPTION 2

53 SIDESTYP.

53 SIDESTYP.

6

75 x 6 EA90 LONG

R&R SLEEVE OPTION

10

OPTIONALBOLT, TACKWELD ORPRESS FIT

WELD OPTION 1

5

5

-B

-C

-D

-E

-F

-G

-H

-J

-A