x rn I I WHERE SPECIFIED BY CLIENT I

1
- - 100mm ";: :s " "B CJ) .g z 10mm 1500 (TYPICAL) VARIES MAX. 1250 BETWEEN FIXINGS NEW 4B.3 x 4.0 CHS GUARDRAIL-""' LAMINATE INFILL PANEL F b . b ' ' ' 100x100x6.3 EDGE BEAM 100x100x6.3 EDGE BEAM INFILL PANELS GENERALLY TO CJ) CJ) CJ) :c :c :c SPECIFICATION H20 -155A, CJ) CJ) I CJ) ALTERNATIVELY GLAZED PANELS TO H20 - 150A MAY BE USED LOCALLY WHERE SPECIFIED BY CLIENT I I TYPICAL ELEVATION ON GUARDRAILS 48CHS 4.0 GUARDRAIL GUARDRAIL ..J ..J "-50 x 50 SHS 6.3 u. "- 50 x 50 SHS 6.3 u. u. u. GUARDRAIL POST GUARDRAIL POST w w - - CLADDING PANEL CLADDING PANEL 0 0 0 0 FIXING 'TAB' FIXING 'TAB' :::!! :::!! z z 0 CJ) 0 CJ) THIS SECTION TO BE w THIS SECTION TO BE w (ij !:!:! t:: z c::: t:: z c::: LENGTHENED AS LENGTHENED AS CJ)W<( CJ) w < :::!! > REQUIRED TO :::!!> REQUIRED TO SSL iS SSL iS MAINTAIN MINIMUM MAINTAIN MINIMUM \1 ,, \1 '1-;;: HANDRAIL HEIGHT HANDRAIL HEIGHT ABOVE FFL OF 1100mm ABOVE FFL OF 1100mm ·., 70x70x5SHS DETAIL 1 TYPICAL GUARDRAIL POST DETAIL SCALE 1:10 EXTENDED TRANSVERSE BASE PLATE FIXED TO SHS <I USING M16 BOX BOLTS s :5 ) ) J- u_ - +j-_ "' I I BEAM/GUARDRAIL POST CONNECTION FOR EXTENDED ·., " DETAIL 2 TYPICAL GUARDRAIL POST DETAIL SCALE 1:10 70 0 10- "' "' 0 "' - 0 "' "-50 HS6.3 250 x 70 x 25 GRADE S35 PLATEWITH2 No. HOLES FOR M16 BOl BOLTS COLUMN POSITION 'EXTENDED' COLUMN (SEE SECTION A-A ON DRAWING S2002) SCALE 1:10 GUARDRAIL POST SCALE 1:5 SCALE 1:20 125 . vs:: ""' ' ' . ' ' ' ' 100x100x6.3 EDGE BEAM ·-s-\J 48 CHS4.0 [ GUARDRAIL SIMILAR TO TYPICAL HANDRAIL 'TEE' CONNECTION 1 ·:- :1 · '- I EDGES TO BE FOR VARIATIONS REFER TO I I '----- CHAMFERED TO ALLOW SECTION B-B ' \ FOR SMOOTH TRANSITION 50 x 50 SHS 6.3 GUARDRAIL I I I \ I GUARDRAIL FIXED \'._____IN POSITION USING r.l GRUB SCREWS DETAIL 3 - GUARDRAIL SPIGOT (CORNER) SCALE 1:5 I I bd1 I b..:1 lex> i:::J 1 i""'IC) I I I I i I CLEAR DISTANCE BETWEEN , f GUARDRAIL POSTS "' 1 "' - I cb I oo 125 '::_j t7'-·- ::- L l _ __ ____ 255 STEEL TUBE FULLY WELDED 'TO CHS STUB TO BE SOURCED BY FABRICATOR SECTION B-B SCALE 1:5 , BmmTHICK WELDED TO WITH MIN.6 WELD. TAB STAIR POSIT DO NOT SCALE FROM THIS DRAWING ALL DIMENSIONS TO BE CHECKED ON SITE Notes: 1. REFER TO DRAWING S2000 FOR GENERAL NOTES. 8mm THICK INFILL NEW 50 x 50 SHS 6.3 NEW 48.3 x 4.0 r- GUARDRAIL POSTS (TYP) /rPANEL TAB FIXINGS CHS GUARDRAIL 2. THE CONTRACTOR SHALL CHECK ALL / ATIACHED TO POSTS DIMENSIONS ON SITE PRIOR TO FABRICATION. 3. REFER TO DRAWINGS S2001-S2012 FOR TYPICAL SECTIONS AND DETAILS. (ADDITIONAL UNIQUE DETAILS MAY BE PROVIDED ON A SITE BY SITE BASIS, AS REQUIRED). 4. FOR BALCONY GENERAL ARRANGEMENT SEE DRAWING S2001. ,. ' 100x100x6.3 EDGE BEAM CJ) :c I rn - " ' ' I \ GUARDRAIL FIXED IN POSITION USING r1 r1 HANDRAIL 'TEE' / GRUB SCREWS 1- 1 I REFER TO DETAIL I : I 50 x 50 SHS 6.3 GUARDRAIL POST DETAIL 4- GUARDRAIL SPIGOT (TYPICAL) SCALE 1:5 1B6 175 C.L. I 1r Iii lr ..J I Cl I O') cO FULLY CJ) :c >RAIL POST I CJ) LLET :5 ARY AT >< I :5 DETAIL 6 - INFILL PANEL TABS SCALE 1:5 ALL TABS TO BE SUITABLE FOR LAMINATED PANELS. FINAL TAB DETAILS MAY NEED MINOR MODIFICATIONS TO SUIT INFILL PANEL SUPPLIERS REQUIREMENTS b NEW 50 x 50 SHS 5.0 GUARDRAIL POSTS (TYP) rn :c I rn / SECTION M-M SCALE 1:20 ------r:;- ---- --- --i 148 CHS 4.0 GUARDRAIL -- -------- L r r HANDRAIL 'TEE' 50 x 50 SHS 6.3 CONNECTION,../ I GUARDRAIL POST REFER TO DETAIL ! i I DETAIL 5 - GUARDRAIL SPIGOT (BALCONY END) SCALE 1:5 EDGES TOBE CHAMFERED TO p- f ALLOW FOR SMOOTH I "' I TRANSITION 0 25mm 0 ROUND 06mm HOLES TO \, /""BAR WELDED TO 60.3 CHS 4 SECURE 4B.B CHS / PLATE AND CHS - - - . INTO POSITION 3mm PLATE :il 60 SHS 3 WELDED 11---- 1 , , 1 11 :5 TOPLATE ·11 =! :f:l 30x30mm SQUARE BAR WITH 15mm SLOTIED CONNECTION -----i SECTION X-X SCALE 1:5 TYPICAL HANDRAIL 'TEE' CONNECTION SCALE 1:5 ALL DETAILS AND SECTIONS SHOWN FOR BALCONY ENDS AND EXTERNAL STAIRS ARE SIMILAR BUT HANDED FOR THE OPPOSITE ENDS THIS DRAWING SHOWS GUARDRAILS THAT HAVE BEEN DESIGNED TO BS 6399 AND BS 6180. A PROPRIETARY GUARDRAIL SYSTEM CAN BE USED INSTEAD, BUT MUST STILL CONFORM TO BS 6399 AND BS 6180 ALL STEEL TO BE GRADE S355, GALVANISED 140um AND POWDER COATED T1 03.03.17 INITIAL TENDER ISSUE AF VJJ Rev Date Amendments By Chk Drawing Status: TENDER Client: SOU1HAMl'TON CITY COUNCIL ® Project Tme: CANTILEVER BALCONY SUPPORT- LOT 2 1 'HOUSING WALK-UP' BLOCKS Drawing Title: TYPICAL GUARDRAIL DETAILS SHEET 1OF2 (FOR FULL STRUCTURAL SUPPORT) Project No.: I Drawing No.: I Rev. RP200058 I S2005 IT1 Date: MARCH 17 Scale: AS SHOWN @A1 By: VJJ Checked: VJJ Approved: DH UPR Number: G:\PROPERTY\Housing\RP200058 - Cantilever Balconies Supports\Lot 2-WUBs\11 - Drawings\Working\S2005-S2006 Typical Guardrail Details.dwg Plot date and time = 03/03/2017 16:25:06 0

Transcript of x rn I I WHERE SPECIFIED BY CLIENT I

- -

100mm

";: :s " "B

CJ)

~ .g z

10mm

~ 1500 (TYPICAL) VARIES MAX. 1250 BETWEEN FIXINGS NEW 4B.3 x 4.0

CHS GUARDRAIL-""'

LAMINATE INFILL PANEL

Fb'· '· .

b' ' '

100x100x6.3 EDGE BEAM 100x100x6.3 EDGE BEAM

INFILL PANELS GENERALLY TO CJ) CJ) CJ) ~ :c :c :cSPECIFICATION H20 -155A,CJ) CJ)

I CJ)

ALTERNATIVELY GLAZED PANELS TO H20 - 150A MAY BE USED LOCALLY

WHERE SPECIFIED BY CLIENT I I TYPICAL ELEVATION ON GUARDRAILS

~4BCHS4.0 48CHS 4.0 GUARDRAIL GUARDRAIL

..J ..J"-50 x 50 SHS 6.3 u. "-50 x 50 SHS 6.3 u. u. u.GUARDRAIL POST GUARDRAIL POST w w

~ ~

-~

­~ CLADDING PANEL CLADDING PANEL 0 0

0 0FIXING 'TAB' FIXING 'TAB'

~ ~ :::!! :::!! zz

0 CJ) 0 CJ)THIS SECTION TO BE w Ci)~ THIS SECTION TO BE w (ij !:!:!

t:: z c::: t:: z c:::LENGTHENED AS LENGTHENED AS CJ)W<(CJ) w < :::!! >REQUIRED TO ~ :::!!> REQUIRED TO ~

SSL iS SSL iSMAINTAIN MINIMUM MAINTAIN MINIMUM ~ \1 ,, \1

'1-;;:HANDRAIL HEIGHT HANDRAIL HEIGHT ABOVE FFL OF 1100mm ABOVE FFL OF 1100mm

"· ·., ~

~

70x70x5SHS

DETAIL 1 TYPICAL GUARDRAIL

POST DETAIL SCALE 1:10

EXTENDED TRANSVERSE BASE PLATE FIXED TO SHS

<IUSING M16 BOX BOLTS

s

:5) )J - -·-~-u_ - +j-_ •"'

I I

BEAM/GUARDRAIL POST CONNECTION FOR EXTENDED

"· ·., ~ "

DETAIL 2 TYPICAL GUARDRAIL

POST DETAIL SCALE 1:10

70 0 10­

"' "'

0 "' -0

"'

"-50 ~ HS6.3

250 x 70 x 25 GRADE S35 PLATEWITH2 No. HOLES FOR M16 BOl BOLTS

COLUMN POSITION 'EXTENDED' COLUMN (SEE SECTION A-A ON DRAWING S2002)

SCALE 1:10 GUARDRAIL POST SCALE 1:5

SCALE 1:20

125

.vs::,~~~~

""'

' ' . ' ' ' '

100x100x6.3 EDGE BEAM

·-s-\J 48 CHS4.0

[~ GUARDRAIL ~

SIMILAR TO TYPICAL HANDRAIL 'TEE' CONNECTION 1·:- :1· '­

I

EDGES TO BE FOR VARIATIONS REFER TO I I '----- CHAMFERED TO ALLOW SECTION B-B ' ~ \ FOR SMOOTH TRANSITION

50 x 50 SHS 6.3 GUARDRAIL POST----~~

I

I

I

\ I GUARDRAIL FIXED \'._____IN POSITION USING

r.l GRUB SCREWS

DETAIL 3 - GUARDRAIL SPIGOT (CORNER) SCALE 1:5

1~ I Ibd1I

1.¢,~I l!f!l~Ib..:1 lex> i:::J 1i""'IC)I I

I I

i I

~ ~ CLEAR DISTANCE BETWEEN , fGUARDRAIL POSTS "' 1 "'- IcbI • oo 125

'::_j ~

t7'-·- :~L_: ::--=--T~l --:-==-~~~~~~~IL-~~:::;JEL l _~__ - "'--=== ---=@~ ~---==--<-____

255

STEEL TUBE FULLY WELDED 'TO CHS STUB TO BE SOURCED

BY FABRICATOR

SECTION B-B SCALE 1:5

,~

BmmTHICK WELDED TO WITH MIN.6 WELD. TAB STAIR POSIT

DO NOT SCALE FROM THIS DRAWING

ALL DIMENSIONS TO BE CHECKED ON SITE

Notes:

1. REFER TO DRAWING S2000 FOR GENERAL NOTES.

8mm THICK INFILL NEW 50 x 50 SHS 6.3 NEW 48.3 x 4.0 r- GUARDRAIL POSTS (TYP) /rPANEL TAB FIXINGS CHS GUARDRAIL 2. THE CONTRACTOR SHALL CHECK ALL / ATIACHED TO POSTS DIMENSIONS ON SITE PRIOR TO FABRICATION.

3. REFER TO DRAWINGS S2001-S2012 FOR TYPICAL SECTIONS AND DETAILS. (ADDITIONAL UNIQUE DETAILS MAY BE PROVIDED ON A SITE BY SITE BASIS, AS REQUIRED).

4. FOR BALCONY GENERAL ARRANGEMENT SEE DRAWING S2001.

,. • '

100x100x6.3 EDGE BEAM

CJ):c

I rn

~-~t~~~-- i:-~~--~~-] [~-~~--~~:[- -~t~~~~~d " ' ' I

\ GUARDRAIL FIXED IN POSITION USING r1 r1

HANDRAIL 'TEE' / GRUB SCREWS 1­CONNECTION,~ 1 I REFER TO DETAIL

I :I 50 x 50 SHS 6.3 GUARDRAIL POST

DETAIL 4- GUARDRAIL SPIGOT (TYPICAL)

SCALE 1:5

1B6

175

C.L.

I

1r

Iii lr ..J

~

~ I Cl

I O')

cOFULLY CJ)

:c>RAIL POST

I CJ)LLET

:5ARY AT ><I :5

DETAIL 6 - ~ANDRAIL INFILL PANEL TABS

SCALE 1:5

ALL TABS TO BE SUITABLE FOR LAMINATED PANELS. FINAL TAB DETAILS MAY

NEED MINOR MODIFICATIONS TO SUIT INFILL PANEL

SUPPLIERS REQUIREMENTS

b

NEW 50 x 50 SHS 5.0 GUARDRAIL POSTS (TYP)

rn :c

I rn

~I /

SECTION M-M SCALE 1:20

------r:;- -- -- - - - --i 148 CHS 4.0 GUARDRAIL

-----~.- --------- ­

Lr r HANDRAIL 'TEE' 50 x 50 SHS 6.3 CONNECTION,../ I GUARDRAIL POST REFER TO DETAIL !

i I

DETAIL 5 - GUARDRAIL SPIGOT (BALCONY END)

SCALE 1:5

EDGES TOBE CHAMFERED TO

p- f ALLOW FOR SMOOTH I "' I TRANSITION

0 25mm 0 ROUND 06mm HOLES TO \, /""BAR WELDED TO 60.3 CHS 4 SECURE 4B.B CHS

/ PLATE AND CHS -~-- ·- - - - - · . INTO POSITION

3mm PLATE ~ ~ :il

60 SHS 3 WELDED11----

1, ,

1 11 :5TOPLATE ·11

=!:f:l 30x30mm SQUARE BAR WITH 15mm SLOTIED CONNECTION -----i

~ SECTION X-X SCALE 1:5 ~

TYPICAL HANDRAIL 'TEE' CONNECTION

SCALE 1:5

ALL DETAILS AND SECTIONS SHOWN FOR BALCONY ENDS AND EXTERNAL STAIRS ARE

SIMILAR BUT HANDED FOR THE OPPOSITE ENDS

THIS DRAWING SHOWS GUARDRAILS THAT HAVE BEEN

DESIGNED TO BS 6399 AND BS 6180. A PROPRIETARY GUARDRAIL

SYSTEM CAN BE USED INSTEAD, BUT MUST STILL CONFORM TO BS

6399 AND BS 6180

ALL STEEL TO BE GRADE S355, GALVANISED 140um AND

POWDER COATED

T1 03.03.17 INITIAL TENDER ISSUE AF VJJ

Rev Date Amendments By Chk

Drawing Status:

TENDER Client:

SOU1HAMl'TON•CITY COUNCIL ®

Project Tme:

CANTILEVER BALCONY SUPPORT- LOT 2

1'HOUSING WALK-UP' BLOCKS Drawing Title:

TYPICAL GUARDRAIL DETAILS SHEET 1OF2

(FOR FULL STRUCTURAL SUPPORT) Project No.: IDrawing No.: I Rev.

RP200058 I S2005 IT1 Date: MARCH 17 Scale: AS SHOWN @A1

By: VJJ Checked: VJJ Approved: DH

UPR Number:

G:\PROPERTY\Housing\RP200058 - Cantilever Balconies Supports\Lot 2-WUBs\11 - Drawings\Working\S2005-S2006 Typical Guardrail Details.dwg Plot date and time = 03/03/2017 16:25:06

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