cantaport PJR Series User manual

HZ1700-E
1
Cantaport made in Japan certified to AU standards
PJR-series M connection manual
Thank you very much for choosing our company's Cantaport products.
Please be sure to thoroughly read these instructions for assembling the Cantaport product in conjunction with the engineering
details. DIY or Authorisied Cantaport installations must follow the manufactures assembling manual to avoid warranty cover.
Please retain the manual for future reference and maintenance inspection.
Precautions during construction
□The Cantaport is a simple structure. Do not change or remodel it without gaining
certification from Cantaport to avoid warranty or danger to public.
□The snow accumulation strength is 600N/m2 (61.2kg/m2) which corresponds to 20cm
of fresh snowfall (specific weight 0.3). Do not install in heavy snow area.
□Do not install it in the place where snow slides down from the building roof directly.
There is a possibility that products are damaged by snow falling.
□When installing it besides wall, etc., keep enough clearance between the product and
the wall due to avoid damage during strong winds. 100mm-200mm clearance.
□Do not install in locations subject to strong wind directly/constantly underneath the roof.
□When installing, it is recommended to install the front frame facing towards the building to reduce the wind effect.
□When installing with side panel please be sure to install the support post.
□Positioning the posts so that they do not affect underground services (water supply, drain pipes, etc.).
□When moving the posts, please follow the manufactures specifications detailed in this manual.
□Install so that the exhaust of hot-water steam, heating fumes and/or car exhaust do not directly hit the surface of the supports
and around the entire frame. This may cause discolouration of the surface structure.
enough
space enough
space
concretewall
etc
TO BE READ INCONJUCTION WITH THE PJR SINGLE
INSTALLATION MANUAL.

Notes for M connection of 2-post type and 3-post type
Notes for in-line connection and in-line short extension of M-connection type
□In case of M connection of 2-post type and 3-post type, add the post and beam to 2-post type in the center. And
move the post position of 2-post type adjusting to post position of 3-post type.
①Strike the front frames and do sealing work (below figure A part).
②Peel the back sheet of water proof cover and attach the water proof cover on the joint part. Then do sealing work to
part B.
※In case of in-line connection of M-connection type, cover the joint part with the water proof cover.
2-post type
post
3-post type
beam
Water proof cover
Connecting material
Adhesive tape
Sealing
A part
B part
B part
Front frame
Strike
2

Connecting
material
PJRG-M14
PJRG-M22
PJRG-M29
PJRG-M43
PJRG-M50
PJRG-M57
1
M-connecting
partsset
Beamconnecting
bracket
GB8089
Backplate
GB8241
Frontframe
connectingpart
GB8242
Connectingcap
GB8244
Smalltrussscrew
5×15×10
Drillingscrew
4×10×8
Assemblingmanual
HZ1700
SpringWasher
8
PJRG-B
PJRG-B-1
4
2
PJRG-B
PJRG-B-1
M-connection
in-linepart
Waterproofcover
GB8203
PJR-GWC 1
4
2
PJRG-B
PJRG-B-1
4
2
PJRG-B
PJRG-B-1
2
−
PJRG-B
PJRG-B-1
3（2）
−
PJRG-B
PJRG-B-1
9（8）
5（4）
PJRG-B
PJRG-B-1
Washer
8
8
4
PJRG-B
PJRG-B-1
16
8
PJRG-B
PJRG-B-1
Hexagonbolt
M8×85
8
4
PJRG-B
PJRG-B-1
Nut
M8
8
4
PJRG-B
PJRG-B-1
1
−
PJRG-B
PJRG-B-1
Parts contents
Please open the captioned carton and check all contents in advance.
Please check the parts defective or any damage.
After opening the carton boxes, please store the products so that they are not damaged.
We packed some extra screw in the parts box.(x)number is necessary Q'ty for installation.
□
□
□
□
PartsID Content
Description QuantityShapePartsID Content Description QuantityShape
M-connecting
materialset
3

■Post out/out dimension
①：
In case of
D18＋D18 D=3635mm
②：
In case of D21＋D21 D=4235mm
③：
In case of D24＋D24 D=4835mm
④：
In case of D25＋D25 D=5115mm
⑤：
In case of D27＋D27 D=5435mm
⑥：
In case of D30＋D30 D=6035mm
⑦：
In case of D33＋D33 D=6635mm
ａ：
In case of D18＋D21 D=3935mm
ｂ：
In case of D18＋D24 D=4235mm
ｃ：
In case of D18＋D25 D=4375mm
ｄ：
In case of D18＋D27 D=4535mm
ｅ：
In case of D18＋D30 D=4835mm
ｆ：
In case of D18＋D33 D=5135mm
ｇ：
In case of D21＋D24 D=4535mm
ｈ：
In case of D21＋D25 D=4675mm
ｉ：
In case of D21＋D27 D=4835mm
ｊ：
In case of D21＋D30 D=5135mm
ｋ：
In case of D21＋D33 D=5435mm
ｌ：
In case of D24＋D25 D=4975mm
ｍ：
In case of D24＋D27 D=5135mm
ｎ：
In case of D24＋D30 D=5435mm
ｏ：
In case of D24＋D33 D=5735mm
ｐ：
In case of D25＋D27 D=5275mm
ｑ：
In case of D25＋D30 D=5575mm
ｒ：
In case of D25＋D33 D=5875mm
ｓ：
In case of D27＋D30 D=5735mm
ｔ：
In case of D27＋D33 D=6035mm
ｕ：
In case of D30＋D33 D=6335mm
Please implant the post as below in order to
adjust the top end of the roof.
In case of a, implant the post for D21 42.9mm deeper than the post for D18.
In case of b, implant the post for D24 79.4mm deeper than the post for D18.
In case of c, implant the post for D25 95.2mm deeper than the post for D18.
In case of d, implant the post for D27 111.8mm deeper than the post for D18.
In case of e, implant the post for D30 138.9mm deeper than the post for D18.
In case of f, implant the post for D33 175.1mm deeper than the post for D18.
In case of g, implant the post for D24 36.5mm deeper than the post for D21.
In case of h, implant the post for D25 52.2mm deeper than the post for D21.
In case of i, implant the post for D27 68.9mm deeper than the post for D21.
In case of j, implant the post for D30 95.9mm deeper than the post for D21.
In case of k, implant the post for D33 132.2mm deeper than the post for D21.
In case of l, implant the post for D25 15.8mm deeper than the post for D24.
In case of m, implant the post for D27 32.4mm deeper than the post for D24.
In case of n, implant the post for D30 59.5mm deeper than the post for D24.
In case of o, implant the post for D33 95.7mm deeper than the post for D24.
In case of p, implant the post for D27 16.6mm deeper than the post for D25.
In case of q, implant the post for D30 43.7mm deeper than the post for D25.
In case of r, implant the post for D33 79.9mm deeper than the post for D25.
In case of s, implant the post for D30 27.1mm deeper than the post for D27.
In case of t, implant the post for D33 63.3mm deeper than the post for D27.
In case of u, implant the post for D33 36.2mm deeper than the post for D30.
1Installation of connecting material
Installation procedure
After installing the roof as below figure, install the connecting material on the front frame.
※Before installing the roof panels, install the connecting material.
Ｇ.Ｌ
Ｄ1
Ｄ＝Ｄ1＋Ｄ2＋35
Ｄ2
35
4

※Install the connecting bracket
right and left equally.
D1sidebeam with/withoutcap
Ya
88
86
83.5
82.5
81.5
79.5
82
87
86
85.5
85
84
85
85
84.5
84
82.5
84
83
82.5
81.5
83
82
81
82.5
80.5
82
80.5
Yb
128
126
123.5
122.5
121.5
119.5
122
127
126
125.5
125
124
125
125
124.5
123.5
122.5
124
123
122.5
121.5
123
122
121
122.5
120.5
121.5
120.5
X1a
50.5
52
53
53.5
52
54.5
54.5
50.5
50.5
50.5
50
50
51
52
52
51.5
51.5
52.5
53
53
53
53.5
53.5
53.5
54
54.5
54.5
55
X1b
54
54.5
55
55
52
54.5
56
53.5
53
53
52.5
52
53.5
54.5
54
54
53
54.5
55
55
54.5
55.5
55.5
55
55.5
55.5
56
56
X2a
50.5
52
53
53.5
52
54.5
54.5
51.5
52
52.5
52.5
53.5
53
52.5
53
53.5
54
53.5
53.5
54
54.5
54
54
55
54
55
54
53.5
X2b
54
54.5
55
55
52
54.5
56
54.5
55
55
55
55.5
55.5
55
55
55.5
55.5
55.5
55.5
55.5
56
55.5
56
56
55.5
56
55
54.5
D1 ＋ D2
①:18type＋ 18type
②:21type＋ 21type
③:24type＋ 24type
④:25type＋ 25type
⑤:27type＋ 27type
⑥:30type＋ 30type
⑦:33type＋ 33type
ａ: 18type＋ 21type
ｂ: 18type＋ 24type
ｃ: 18type＋ 25type
ｄ: 18type＋ 27type
ｅ: 18type＋ 30type
ｆ:18type＋ 33type
ｇ: 21type＋ 24type
ｈ: 21type＋ 25type
ｉ:21type＋ 27type
ｊ:21type＋ 30type
ｋ : 21type＋ 33type
ｌ:24type＋ 25type
ｍ: 24type＋ 27type
ｎ: 24type＋ 30type
ｏ: 24type＋ 33type
ｐ: 25type＋ 27type
ｑ: 25type＋ 30type
ｒ:25type＋ 33type
ｓ : 27type＋ 30type
ｔ:27type＋ 33type
ｕ: 30type＋ 33type
D2sidebeam
2Install beam connecting bracket
Connect the beams with the beam connecting bracket as the clearance
between D1 front frame and D2 front frame is 35mm.
■Dimension of holes on beam
For beam without beam caps
For beam attached caps
35
D1 D2
Washer 8
φ9
Make holes on-site
Connecting material
Beam
Beam connecting bracket
Hexagon bolt
M8×95
Washer 8
Spring washer 8
Nut M8
Front frame
X1a
X1b
Ya
Yb
Ya
Yb
X2a
X2b
φ9 through hole
D1 D2
X1a
X1b
Ya-4.5
Yb-4.5
Ya-4.5
Yb-4.5
X2a
X2b
φ9 through hole
D1 D2 5

■Section figure
■Figure A: temporary fixing
3Attach the front frame connecting parts
■Attach the front frame connecting parts
※In case of in-line connection of M-connecting type
①Insert the back plate into the connecting material
②Hold the connecting material from upside and set in the front frame connecting parts to the connecting material.
※
The front frame connecting parts can be hooked to the connecting material temporarily by pushing up (see figure A).
※Position the back plate at equal interval and set in the front frame connecting parts.
③Fix the front frame connecting parts to the back plate inserted into
the connecting material with small truss screw 5×15×10.
Set in
Insert
Front frame
connecting part Back plate
Connecting material
Front frame
connecting part Small truss screw
5×1 5×1 0
Back plate
Connecting material
Front frame
connecting part
※Temporary fixing
Back plate
Small truss screw
5×1 5×1 0
Equal interval
Equal interval Equal interval
Equal interval
Front frame
Connecting material
Front frame
connecting part
Back plate
Small truss screw
５×１５×１０
70
210（W22） 70
210（W22）
4.54.5
70
210（W22）
70
210（W22）
Connecting material
(Strike)
Front frame
Equal interval Equal interval
10
6

4Attaching the connecting cap
①Insert the connecting cap to connecting material and fix with drilling screw 4×10×8.
②Do sealing work to the touching part.
Drilling screw
4×1 0×8
Front frame
Connecting cap
Connecting material
Sealing
7

D=3000
292575
2449.2 H18
2899.2H23
3399.2H28
150
P=715
L=4312
726 726
95
8562600856
H=1800H18
H=2250H23
H=2750H28
POST=H
L=5027
726 P=715 726
1063.52900
95
1063.5
H=1800H18
H=2250H23
H=2750H28
POST=H
KCR-PJR4330 KCR-PJR5030 KCR-PJR5830
TOP=H
H=1800H18
H=2250H23
H=2750H28
POST=H
TOP
L=5027
726 P=715 726
1063.52900
95
1063.5
H=1800H18
H=2250H23
H=2750H28
POST=H
900
D=2700
75 2625
2422.6H18
2872.6H23
3372.6H28
900
150
300
H=1800H18
H=2250H23
H=2750H28
POST=H
KCR-PJR5027
TOP=H
TOP
900
KCR-PJR2921 KCR-PJR5021
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
2412400241
H=1800H18
H=2250H23
H=2750H28
POST=H
715
L=2167
726 726
133.5
95
1900133.5
KCR-PJR2221 KCR-PJR4321
140
300
800
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
TOP
KCR-PJR WIDE BEAM
KCR-PJR WIDE BEAM TRIPLE
800
800 900
900
H=1800H18
H=2250H23
H=2750H28
POST=H
2485.8H18
2935.8H23
3435.8H28
D30+30D27+27
2449.2H18
2899.2H23
3399.2H28
2422.6H18
2872.6H23
3372.6H28
D33+33
900
150
300
3225
75
D1=3300
35
D2=3300
D1=3000
292575
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
900
D1=2700 D2=2700
75 2625 2625 75
D=3300
3225
75
L=5027 3.3m DEPTH ONLY
726 P=715 726
P=715
L=4312 SETOUT FOR 3.3m DEPTH ONLY
726 726 P=715 726
L=5742 3.3m DEPTH ONLY
726
TOP
H=1800H18
900
150
300
738.51775
95
1775738.5
900
H=1800H18
H=2250H23
H=2750H28
POST=H
95
8561300856 1300
H=1800H18
H=2250H23
H=2750H28
POST=H
871
95
2000 2000871
900
KCR-PJR4333 KCR-PJR5033 KCR-PJR5833
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
NOTE: 3300 WIDE MODELS REQUIRE 3 POSTS & 3 BEAMS
D2=3300
3225
75
D1=3300 W=6638
3225
75
D2=3000D1=3000 W=6038
29252925
2625
D2=2700D1=2700
2625
W=5438
38
75 75
75 75
38
38
H=1800H18
H=2250H23
H=2750H28
1000
150150
38
2485.8H18
2935.8H23
3435.8H28
D33+33 D30+30 D27+27
W=6638 W=6038 W=5438
D30+30D27+27
2449.2H18
2899.2H23
3399.2H28
2422.6H18
2872.6H23
3372.6H28
POST=H D33+33
NOTE: 3300 WIDE MODELS REQUIRE 3 POSTS & 3 BEAMS
1000
NOTE: 3300 WIDE MODELS REQUIRE 3 POSTS & 3 BEAMS
H=1800H18
H=2250H23
H=2750H28
POST=H
2515.3H18
2965.3H23
3465.3H28
900
150 Post Internal D80=7700 150
Post Centered D80=7850
300
D=8000
7575
7850
7050
7575
D=7200
Post Internal D72=6900 Post Centered D72=7050
2430.2H18
2880.2H23
3380.2H28
D=7200
D=8000
HEIGHT
L=5027
726 P=715 726
95
738.51775738.5 1775
900
8712000 2000871
W=5742 W=5027
L=5742
900 NOTE: WIDE BEAM TRIPLE MODELS REQUIRE 3 POSTS & 3 BEAMS
900
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 Centered WB 51=4951.2 Post Centered WB 54=5266 Post Centered 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 Internal WB 51=4811.2 Post Internal WB 54=5126 Post Internal WB 60=5715.4 Post Internal WB 42=3943.2 Post Internal WB 48=4535.4 Post Centered WB 42=3943.2 Post Centered WB 48=4675.4
4 POSTS
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-PJR M CONNECTION
KCR-PJR Y CONNECTION
KCR-PJR DEPTH 2100KCR-PJR DEPTH 2700
KCR-PJR DEPTH 3000KCR-PJR DEPTH 3300
KCR-PJR Y CONNECTION KCR-PJR M CONNECTION
KCR-PJR WIDE BEAM TRIPLE
KCR-PJR WIDE BEAM
KCR-PJR INLINE
DEPTH & SETOUT AS PER INDIVIDUAL SERIES KCR-PJR43 L43+43 = 4312+4312=L 8602
KCR-PJR50 L50+50 = 5027+5027=L10032 LENGTH KCR-PJR57 L57+57 = 5742+5742=L11462
OVERALL LENGTH = L+L
95
L L
NOTE: 3300 WIDE MODELS REQUIRE 3 POSTS & 3 BEAMS
P=715 726
1221
95
1221
W=5742
726
3300
H=1800H18
H=2250H23
H=2750H28
POST=H
133.5133.5
600
1900
L=2167
600
D=2100
702030
241 2412400
L=2882
600
600
D=2100
702030
856 8562600
L=4312
900
900
D=3000 [3300]
752925 [3225]
1063.5 1063.52900
L=5027
900
900
D=2100
702030
3225 [2975] {2675} 75
D=3300 [3000] {2700}
75
1221
2925 [3225]
D=3000 [3300]
900
1221
L=5742
3300
900
900
900
900
900
900
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. Water 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 METAL 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 Welding Of Aluminium Structures - AS 1554.1 PT1 - Welding 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
CERTIFICATION OF CANTAPORT KCR-PJR SERIES: THE CANTAPORT IS CERTIFIED FOR REGION A &TERRAIN CATEGORY2&3. THE CANTAPORT IS DESIGNED ONLY WHEN THE POST IS BUILT IN THE FOOTINGS, BUT NOT ON CONCRETE SURFACES. THE CANTAPORT STRUCTURE IS STUCTURALLY CAPABLE OF SUPPORTING THE DESIGN LOADS IN ACCORDANCE WITH ALL RELEVENT AUSTRALIAN STANDARDS.
990000
900 900
900
900
900
900
900
900

METAL SLEEVES DETAILS
FOOTING DETAILS PIT FOOTING 900 x 900 x 900 PILE FOOTING 450 x 1500
BMS 450 CONCRETE DRIVEWAY BASEPLATE METAL SLEEVE
SMS65 STANDARD METAL SLEEVE
STANDARD PIT FOOTING
900x900x900
PILE FOOTING
450x1500
STEEL SLEEVE (MIN G350) AS SHOWN. FIX TO METAL SLEEVE WITH 2xM16 8.8/S BOLTS MAX 100mm FROM ENDS
STEEL SLEEVE (MIN G350) AS SHOWN. FIX TO METAL SLEEVE WITH 2xM16 8.8/S BOLTS MAX
100mm FROM ENDS
FOOTING DETAILS PIT FOOTING 900 x 900 x 900 PILE FOOTING 450 x 1500
BMS450
SMS65
METAL SLEEVE ADVANTAGE: 1. Eliminates error in height. The metal sleeves are inserted into the concrete footing and extend above ground level. The cantaport posts then slide over the metal sleeves. The height of the posts can then be adjusted by cutting from the base of the post. Once the height is determined, the post is fixed using two bolts on the front and or rear of the post. 2. Assists with unlevel sites, extra height extension, 3. Provides further support to the structure and 4. The cantaport can be relocated, removed if required. A non permanent structure.

STANDARD METAL SLEEVE SHOP DRAWINGS
METAL SLEEVE 65X65X3 HOT DIP GALVANISIED
BASE ROD
65 65
5
50
4 x N12 Lugs x 250 long
600
600 600
1800 Continous
Weld 5mm brace betwen columns
65 x 65 x 3 SHS
65 x 65 x 3 SHS
Keep brace rod
clear of edge of SHS
65
Keep brace rod
clear of edge of SHS
130
Keep brace rod
clear of edge of SHS
Footing 900x900x900
Footing 450 dia x 1500
65 x 65 x 3 SHS
Existing Ground level
FRONT ELEVATION
FRONT ELEVATION
Footing 450 dia x 1500
65 x 65 x 3 SHS
SIDE ELEVATION
Existing Ground level
SIDE ELEVATION
CANTAPORT SHADING SYSTEMS PJR SERIES (Wind Region A, Terrain Category 2,3 & 4)
FRONT OF POST BACK OF POST
SMS 65 METAL SLEEVES DETAILS
Metal sleeve O/A 900mm above ground level
Metal sleeve O/A 700mm into pit footing

BASE PLATE 400 x 400 x 10
30
30 BASE ROD
400
400
65 65
5
1100
10
700
50
4 x N12 Lugs x 250 long
4 x 18mm Holes
600
600 400
1600 Continous
Weld 5mm brace betwen columns
65 x 65 x 3 SHS
65 x 65 x 3 SHS
Cut base Plate to suit
65 x 65 SHS, slide SHS
through and weld neat
Exposed weld
neat
Keep brace rod
clear of edge of SHS
65
Keep brace rod
clear of edge of SHS
130
Baseplate to cover
concrete access hole
Footing 450 dia x 1500
65 x 65 x 3 SHS
Existing concrete driveway
Baseplate to cover
concrete access hole
Ramset Chemset 101 Plus with N16 Grade 500 Threaded Rod. Hole depth Min. 200mm
Footing 900x900x900
Footing 450 dia x 1500
Existing concrete driveway
65 x 65 x 3 SHS
SIDE ELEVATION FRONT ELEVATION CANTAPORT SHADING SYSTEMS PJR SERIES
(Wind Region A, Terrain Category 2,3 & 4)
CONCRETE DRIVEWAY BASEPLATE SHOP DRAWINGS
METAL SLEEVE 65X65X3 HOT DIP GALVANISIED
Keep brace rod
clear of edge of SHS
Keep brace rod
clear of edge of SHS
FRONT OF POST FRONT OF POST BACK OF POST
BMS 450 METAL SLEEVES DETAILS
Metal sleeve O/A 700mm into pit footing
Metal sleeve O/A 900mm above ground level