33846 ANDROMEDA POST �, \ \

SUPERIOR GLASS INFILL BALUSTRADE

SUPERIOR THREE RAIL BALUSTRADE

SUPERIOR STANDARD (BARRED) BALUSTRADE

TOP RAIL SHOWN FIXED DIRECTLY TO POSTS. FOR DIFFERENT TOP RAIL POSITIONS REFER TO NZS 4223:3:2016 OR TO A SPECIFIC DESIGN

SPAN BETWEEN POSTS DETERMINES GLASS THICKNESS -.

SEE NZS 4223

SPAN BETWEEN POSTS DETERMINES GLASS THICKNESS SEE NZS 4223

'

TOP RAIL SHOWN FIXED DIRECTLY TO POSTS. FOR DIFFERENT TOP RAIL POSITIONS REFER TO NZS 4223:3:2016 OR TO A SPECIFIC DESIGN

SUPERIOR BALUSTRADE ANDROMEDA SERIES (Two Edge Support on Posts)

SUPERIOR BALUSTRADE ANDROMEDA SERIES (Two Edge Support on Posts)

3 DAVIDSON STREET NEW PLYMOUTH 4340

P O Box 904 TARANAKI MAIL CENTRE

Ph. 06 759 0999 © COPYRIGHT RED JACKET LTD

Client

Superior Balustrade Systems rM

Project

STANDARD BALUSTRADES

BALUSTRADE TYPES & DIMENSIONS

f­I (!)

w I

oW oo

;::� f­en :::, ...J

SPECIFICATION: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING ACT 2004 AND REGULATIONS AND AMENDMENTS.

2. CHANGES TO THE CONSTRUCTION NOT SHOWN ON PLANS, IMPLIED OR ON THE PLANS SHALL BE REFERRED TO THE BUILDING

DESIGNER FOR A DECISION BEFORE PROCEEDING.

3. THE BUILDING DESIGNER IS RESPONSIBLE FOR ENSURING THE NECESSARY SUPPORTING STRUCTURE IS PROVIDED FOR THE

BALUSTRADE SYSTEM IN ACCORDANCE WITH NZS 3604 : 2011 - REF. 7. TIMBER DECK STRUCTURES, OR ALTERNATIVELY TO

SPECIFIC ENGINEERING DESIGN.

4. THE SUPPORTING STRUCTURE SHALL BE DESIGNED FOR THE MINIMUM LOADINGS SPECIFIED IN ASINZS 1170:1:2002 FOR A

"RESIDENTIAL BARRIER" REF. - TABLE 3.8 TYPE C3.

5. THE BALUSTRADE IS SUITABLE FOR INSTALLATION IN LOCATIONS HAVING A DESIGN WIND SPEED TO AS/NZS 1170 UP TO 51 mis.

6. THE SUPPORTING STRUCTURE SHALL BE DESIGNED TO ACCOMMODATE THE SPECIFIED BALUSTRADE ANCHORS.

7. ALL ANCHORS AND COACH-SCREWS AND EXPOSED BOLTS SHALL BE AISI GRADE 316 STAINLESS STEEL.

8. CONCRETE STRUCTURES CARRYING BALUSTRADE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 20 MPa.

9. REFER SUPERIOR BALUSTRADE SYSTEMS (NZ) LIMITED FOR ALUMINIUM SECTION DETAILS AND SPECIFIC INSTALLATION

DETAILS.

10. MAXIMUM CLEARANCE BETWEEN DECK AND LOWER BALUSTRADE RAIL MUST NOT EXCEED 100 MM.

11. CLEARANCE BETWEEN BALUSTERS MUST NOT EXCEED 100 MM.

12. BALUSTRADE ON STAIRS MUST NOT ALLOW A SPHERE OF 150 MM DIAMETER TO PASS BELOW THE BOTIOM RAIL.

13. BALUSTRADE ON STAIRS THE OVERALL HEIGHT OF THE TOP RAIL MUST BE AT LEAST 900 MM ABOVE THE STAIR NOSING LINE.

14. GLASS USED IN BALUSTRADES MUST COMPLY WITH NZS 4223 & NZS 2208 AND MEET NZ CSI CERTIFICATION AS "SAFETY

GLASS".

01.06.16 5 RE-ISSUED FOR USE WI

12.06.13 4 RE-ISSUED FOR USE PCP

09-09 2 ISSUED FOR USE PCP

08-09 PCP

28.03.08 0 ISSUED FOR USE NV WI AF JP

DATE REV REV RECORD

Sheet Title

GENERAL ARRANGEMENT

& SPECIFICATION

BY CHD VER APP

Drawing No. A3

620 - 01 REV.

Job No. Sheet No.

447 11 5

33178 SPIGOT

12

BASE PLATE 0

010 HOLES FOR ANCHORS

33177 BALUSTER POST

0 0

�

SECTION 1:5

100

76 12

�

0

0 a,

0

�

EB �ECTION

12x 10 GAUGE x 38 LG S/STEEL SELF-TAPPING

SCREWS

1-M12x30 HT CS CAP SCREW

EB �ECTION

SPAN BETWEEN POSTS DETERMINES GLASS

THICKNESS -SEE NZS 4223

\ \

33846 POST

,'-33178 SPIGOT

� LARGE SINGLE FOOT PLATE

3 DAVIDSON STREET NEW PLYMOUTH 4340

P O Box 904 TARANAKI MAIL CENTRE

Ph. 06 759 0999 © COPYRIGHT RED JACKET LTD

33178 SPIGOT

33177 POST -

I

I t,,

ANCHOR CLEARANCES AS SPECIFIED IN THE

2 x M10 STUD ANCHORS RAMSET CS1013055 FIXED INTO 012mm HOLES WITH RAMSET

EPCON CERAMIC 6 INJECTION SYSTEM 100 MIN.

ANCHOR EMBEDMENT

,,- 33177 BALUSTER POST

2 x STAKING ANGLES 230 MIN. LENGTH

EDPM BUTYL GASKET / WASHER

I

I 50 MIN. BUILDING PLANS

BASE PLATE� I

0::Z :z o

w

� I::;; WCIJ 00 1--CIJ 0 zW z WW «> <( � � o::z

0 (.)� w

� zo 8� ,(_',

5l <f

&] /.:

TOP FIXED TO CONCRETE

I r,

\

I I 32

r- ,I32

33177 POST�"' I 11

I 11

M10 COACH SCREWS -

BASE PLATE - I I I 11

w

:z 3: � � �o0 (.)I � Cl)(.)

TOP FIXED TO TIMBER (SCALE,1,4)

Client

Superior Balustrade Systems TM

EPDM BUTYL GASKET OR INCOMPRESSIBLE PLASTIC

10mm TRUBOL T OR EQUIVALENT EXPANSION ANCHOR CAPACITY

CONCRETE STRUCTURES TO CONCRETE STRUCTURES TO COMPLY WITH NZS 3101 COMPLY WITH NZS 3101 & AS/NZS 1170 & AS/NZS 1170

/_:

<7

PST END COVER PLATE

0 "'

--+

z � 0 "' N

POSTS REQUIRE 2 x STAKING ANGLES INSERTED NEXT TO BOLTS TO PREVENT CRUSHING OF THE POST & A POST END COVER PLATE AT THE POST BOTIOM

FACE FIXED TO CONCRETE

L __

i---

EB �ECTION

ANCHOR CLEARANCES AS SPECIFIED IN THE

BUILDING PLANS

33178 SPIGOT

VINYL 0-RING

EPDM BUTYL GASKET

TIMBER STRUCTURE (BY OTHERS)

,:·

STANDARD BALUSTRADE FIXING DETAILS

(SCALE "4)

33177 BALUSTER POST

TIMBER STRUCTURE

2 x 011 HOLES FOR MB BOLTS LENGTH TO SUIT ACTUAL TIMBER THICKNESS

z � 0

0 "

PACKER TO CLEAR BUTYNOL WITH EDPM BUTYL GASKET / WASHERS

2 x STACKING ANGLES 200 MIN. LG.

TO COMPLY WITH POST END COVER PLATE NZS 3604:2011 SECT. 7.4

FACE FIXED TO TIMBER

01.06.16 5 RE-ISSUED FOR USE 12.06.13 4 RE-ISSUED FOR USE 09-09 2 ISSUED FOR USE 08-09 28.03.08 0 ISSUED FOR USE DATE REV REV RECORD

Sheet Title Drawing No.

WI JP AF JP PCP JP AF JP PCP PCP NV WI AF JP BY CHD VER APP

A3

BAUSTRADE FIXING DETAILS 620 - 01 REV.

Job No. Sheet No. 447 12 5

2 / 14 x 75 mm

HEX-HEAD SCREWS

BOTH SIDES @ 300 CRS

JOISTS

HANGER

NOG

BOUNDARY JOIST

PROVIDE 3 END JOISTS

BOUNDARY JOIST

DATE REV REV RECORD BY CHD VER APP

Client

Job No. Sheet No.

Drawing No.

A3

REV.

Project

Sheet Title

© COPYRIGHT RED JACKET LTD

447

620 - 01

28.03.08 0 ISSUED FOR USE NV WI AF JP

08-09 1 - PCP - - -

09-09 2 ISSUED FOR USE PCP - - -

12.06.13 4 RE-ISSUED FOR USE PCP JP AF JP

413

TIMBER DECKSSTANDARD BALUSTRADES

SUB-FLOOR DETAILS FOR

CANTILEVERED BALUSTRADE

J

O

I

S

T

T

O

T

A

B

L

E

7

.

2

3 BOUNDARY

JOISTS

30.6

13.4

25

25

16.9

13.5

25

2-

PLAN1:2

1-

PLAN1:2

--

RAIL SPIGOT1:2

POST WITH BALUSTERS POST WITH GLAZING

1A-

2A-

1A-

SECTION1:2

2A-

SECTION1:2

5706

INFILL

2X10X30SS SCREW

THROUGH POST

INTO SPIGOT

5mm POP RIVET

BALUSTER

K342

BOTTOM RAIL

K341

RAIL SPIGOT

SPLIT POST

33846 D

5mm POP RIVET

2X10X30SS SCREW

THROUGH POST

INTO SPIGOT

RAIL SPIGOT

BOTTOM RAIL

K341

2X10X30SS SCREW

THROUGH POST

INTO SPIGOT

BOTTOM RAIL

K341

RAIL SPIGOT

GLAZING SETTING

C0317018 BLOCK

6mm TOUGHENED GLASS

DOME NUTS

FOOT PLATE

6001N

NEOPRENE GASKET

C0317017

Client

Project

Job No. Sheet No.

Drawing No.

A4

REV.

© COPYRIGHT RED JACKET LTD

Sheet Title

DATE REV REV-RECORD BY

PRODUCT DEVELOPMENT

APPROVED BY ENGINEER

447

620 - 01

B14

PROPOSED RAIL SPIGOT

APPROVED DESIGN

27/08/15 A PRELIMINARY LC

28/08/15 B FINAL APPROVED DESIGN LC