superior balustrade systems standard … system in accordance with nzs 3604 : 2011 -ref. 7. timber...
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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
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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
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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 -
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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
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TOP FIXED TO CONCRETE
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33177 POST�"' I 11
I 11
M10 COACH SCREWS -
BASE PLATE - I I I 11
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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
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<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
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