D=3000
2925
75
2449.2 H18
2899.2
H23
3399.2
H28
150
P=715
L=4312
726
726
95
856
2600
856
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
L=5027
726
P=715
726
1063.5
2900
95
1063.5
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
KCR-P
JR4330
KCR-P
JR5030
KCR-P
JR5830
TOP=H
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
TO
P
L=5027
726
P=715
726
1063.5
2900
95
1063.5
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
9
00
D=2700
75
2625
2422.6
H18
2872.6
H23
3372.6
H28
90
0
150
300
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
KCR-P
JR5027
TOP=H
TO
P
9
00
KCR-P
JR2921
KCR-P
JR5021
P=715
L=4312
726
726
95
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
856
2600
856
P=715
L=2882
726
726
95
241
2400
241
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
715
L=2167
726
726
133.5
95
1900
133.5
KCR-P
JR2221
KCR-P
JR4321
140
300
8
00
2354.6
H18
2804.6
H23
3304.6
H28
D=2100
2030
70
L=5027
726
P=715
726
1063.5
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
2900
95
1063.5
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
TOP=H
TO
P
KCR-P
JR WIDE
BEA
M
KCR-P
JR
WIDE
BEA
M TRIPLE
8
00
8
00
9
00
9
00
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
2485.8
H18
2935.8
H23
3435.8
H28
D30+30
D27+27
2449.2
H18
2899.2
H23
3399.2
H28
2422.6
H18
2872.6
H23
3372.6
H28
D33+33
9
0
0
150
300
3225
75
D1=3300
35
D2=3300
D1=3000 2925
75
D2=3000
2925
75
W=6035
3225
75
W=6635
Post Internal D33+D33=6335
150
D33+33
D30+30
Post Internal D30+D30=5735
Post Internal D27+D27=5135
Post Centered D33+D33=6485
Post Centered D30+D30=5885
Post Centered D27+D27=5285
D27+27
W=5435
HEIGHT
9
00
D1=2700
D2=2700
75
2625
2625
75
D=3300
3225
75
L=5027
3.3m DEPTH ONL
Y
726
P=715
726
P=715
L=4312 SE
TOUT FOR 3.3m DEPTH ONL
Y
726
726
P=715
726
L=5742
3.3m DEPTH ONL
Y
726
TO
P
H=1800
H18
90
0
150
300
738.5
1775
95
1775
738.5
90
0
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
95
856
1300
856
1300
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
871
95
2000
2000
871
90
0
KCR-P
JR4333
KCR-P
JR5033
KCR-P
JR5833
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
TOP=H
2485.8
H18
2935.8
H23
3435.8
H28
H=2250
H23
H=2750
H28
POST=H
NO
TE: 3300
WIDE MODELS REQUIRE 3 POST
S & 3 BEA
MS
D2=3300
3225
75
D1=3300
W=6638
3225
75
D2=3000
D1=3000
W=6038
2925
2925
2625
D2=2700
D1=2700
2625
W=5438
38
75
75
75
75
38
38
H=1800
H18
H=2250
H23
H=2750
H28
100
0
150
150
38
2485.8
H18
2935.8
H23
3435.8
H28
D33+33
D30+30
D27+27
W=6638
W=6038
W=5438
D30+30
D27+27
2449.2
H18
2899.2
H23
3399.2
H28
2422.6
H18
2872.6
H23
3372.6
H28
POST=H
D33+33
NO
TE: 3300
WIDE MODELS REQUIRE 3 POST
S & 3 BEA
MS
1000
NO
TE: 3300
WIDE MODELS REQUIRE 3 POST
S & 3 BEA
MS
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
2515.3
H18
2965.3
H23
3465.3
H28
9
0
0
150
Post I
nt
er
nal D80=7700
150
Post C
en
ter
ed D80=7850
300
D=8000
75
75
7850
7050
75
75
D=7200
Post I
nt
er
nal D72=6900
Post C
en
ter
ed D72=7050
2430.2
H18
2880.2
H23
3380.2
H28
D=7200
D=8000
HEIGHT
L=5027
726
P=715
726
95
738.5
1775
738.5
1775
90
0
871
2000
2000
871
W=5742
W=5027
L=5742
9
00
NO
TE:
WIDE BEA
M
TRIPLE MODELS REQUIRE 3 POST
S & 3 BEA
MS
9
00
140
140
2374.1
H18
2824.1
H23
3324.1
H28
2340.7
H18
2790.7
H23
3290.7
H28
WB=51
WB=54
WB=60
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
Post C
en
ter
ed
WB 51=4951.2
Post C
en
ter
ed
WB 54=5266
Post C
en
ter
ed
WB 60=5855.4
2436.8
H18
2886.8
H23
3386.8
H28
4951.2
( WB
-51)
70
D=5406 (
WB=54)
5266 (
WB=54)
70
D=5091.2 (
WB=51)
70
70
D=5995.4 (
WB=60)
70
5855.4 (
WB=60)
70
D=4815.4 (
WB=48)
70
4675.4 (
WB=48)
70
D=4223.2 (
WB=42)
70
4083.2 (
WB=42)
70
Post I
nt
er
nal
WB 51=4811.2
Post I
nt
er
nal
WB 54=5126
Post I
nt
er
nal
WB 60=5715.4
Post I
nt
er
nal
WB 42=3943.2
Post I
nt
er
nal
WB 48=4535.4
Post C
en
ter
ed
WB 42=3943.2
Post C
en
ter
ed
WB 48=4675.4
4 POST
S
WB=48
2311.4
H18
2761.4
H23
3261.4
H28
WB=42
2248.4
H18
2698.4
H23
3198.4
H28
L=4312 L=5027
LENGTH
L=5742
L=4312 L=5027
LENGTH
L=5742
L=4312 L=5027
LENGTH
L=5742
HEIGHT
HEIGHT
HEIGHT
HEIGHT
HEIGHT
HEIGHT
KCR-P
JR M C
ONNEC
TION
KCR-P
JR Y
CONNEC
TION
KCR-PJR DEPTH 2100
KCR-PJR DEPTH 2700
KCR-PJR DEPTH 3000
KCR-PJR DEPTH 3300
KCR-PJR Y CONNECTION
KCR-PJR M CONNECTION
KCR-PJR WIDE BEAM TRIPLE
KCR-PJR WIDE BEAM
KCR-PJR INLINE
DEPTH & SE
TOUT AS PER INDIVIDU
AL SERIES
KCR-P
JR43 L43+43 = 4312+4312=L 8602
KCR-P
JR50 L50+50 = 5027+5027=L10032
LENGTH
KCR-P
JR57 L57+57 = 5742+5742=L11462
OVER
ALL LENGTH = L+L
95
L
L
NO
TE: 3300
WIDE MODELS REQUIRE 3 POST
S & 3 BEA
MS
P=715
726
1221
95
1221
W=5742
726
3300
H=1800
H18
H=2250
H23
H=2750
H28
POST=H
133.5
133.5
600
1900
L=2167
600
D=2100
70
2030
241
241
2400
L=2882
600
600
D=2100
70
2030
856
856
2600
L=4312
9
00
9
00
D=3000 [3300]
75
2925 [3225]
1063.5
1063.5
2900
L=5027
9
00
9
00
D=2100
70
2030
3225 [2975] {2675}
75
D=3300 [3000] {2700}
75
1221
2925 [3225]
D=3000 [3300]
9
00
1221
L=5742
3300
9
00
9
00
900
900
900
9
00
KCR-PJRPLAN LAYOUT
L=22
L=29
L=43
L=50
L=57
General Notes :
1. Engineering drawings to be read in conjuction with all architectural and other specification drawings. 2.
Any discrepancies shall be referred
to the engineer for confirmation prior to commencing construction. 3. For setting out dimensions refer to architectural drawings.No dimensions to be obtained by scaling drawings. 4.
All dimensions and levels to be
checked on site prior to commencing any work. 5.
All work to comply with the latest
Australian Standards and Buildng Codes
of Australia
6. Installation to be installed in accordance with manufacturer's printed assemling manual.
Foundations 1.
All soil testing to be carried out by
the enginner soil type and conditions. 2. Remove all topsoil containing vegetation & deletrious fill materail from the building site.
Concrete Notes : 1.
All concrete shall be in accordance
with the concrete structure code AS 3600. 2. Blended cement (type GB) shall conform with
AS 3972 3. W
ater must
not be added to the mix to increase the slump at any time. 3. Concrete shall be supplied by an approved pre-mixed company and conform to the following unless noted otherwise : GRADE SLUMP
MAX.
AGG.
FOOTINGS N20 80mm 30mm
MET
AL
WORK NOTES :
1.
All workmanship and materials
shall be in
Accordance with
- AS/NZS 1866:1977-Aluminium and Aluminium
Alloys
- AS 1400-1998 Steel Structures -AS/NZS 1665:2004 W
elding Of
Aluminium Structures - AS 1554.1 PT1 - W
elding Of Steel
Structures 2.
All hollow sections to be fully sealed
with 2mm plates, minimum, U.N.O 3. Erection of metal work shall be commenced with braced bay and erector shall provide all temporary bracing required for the safe completion of the work. 4.
All bolts/screws/washers types and
their treatment of, is to comply with all relevent australian standards
CERTIFICA
TION OF CANT
APORT KCR-PJR SERIES:
THE CANT
APOR
T IS CER
TIFIED FOR REGION
A &TERRAIN CA
TEGOR
Y2&3.
THE CANT
APOR
T IS DESIGNED ONL
Y WHEN
THE POST
IS BUIL
T IN
THE FOOTINGS, BUT
NOT
ON CONCRETE SURF
ACES.
THE
CANT
APOR
T STRUCTURE IS STUCTURALL
Y CAP
ABLE OF SUPPOR
TING
THE DESIGN LOADS IN
ACCORDANCE WITH
ALL
RELEVENT
AUSTRALIAN
ST
ANDARDS.
9
9
0000
9
00
9
00
900
900
900
90
0
90
0
9
00
