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Viridian Stage 3 Documentation A3 [As Published] · 142008.256
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LANDSCAPE ARCHITECT
25
100x100 F17 HWD HANDRAIL POSTS
50Ø 316 GRADE S.S. PIPE RAIL CHECKED
10mm INTO HANDRAIL POST
100x75 TOP AND BOTTOM RAILS
CHECKED 10mm INTO HANDRAIL POSTS
12Ø S/S BALUSTERS @ MAX 125 SPACING 25X6 TOP AND
BOTTOM PLATES S.S. SCREW FIXED TO RAILS AND POSTS
S.S. HAND RAIL CHECKED 10mm 50Ø 316 GRADE S.S. PIPE RAIL
INTO HANDRAIL POST
1135
75mm S.S. BATTEN SCREWS TO FIX DECKING CLIENT
1055
PRE-DRILL HARDWOOD DECKING AND
STAGGER SCREWS 15mm
100x100 F17 HWD HANDRAIL
894
POSTS
120x35 HARDWOOD DECKING
600 100
212
35
100
KEY PLAN
150
12Ø S/S BALUSTERS @ MAX 125 M16 S.S. BOLT HANDRAIL POST CONNECTION
SPACING 25X6 TOP AND BOTTOM 5 X 100 X 75 8UA S.S. CLEAT M12 S.S CONNECTION
PLATES BOLT FIXED TO RAILS
50
AND POSTS
150
40
M12 S.S. AT JOIST / HEADSTOCK
CONNECTION TYPICAL
M16 S.S. CONNECTION AND 65x65x5.0 S.S. SQ WASHER NOTES
EACH SIDE PROVIDE BLOCKING AS REQUIRED DOUBLE 150x75
BETWEEN HEADSTOCK AND HANDRAIL POSTS MALTHOID 110 DAMPCOURSE HEADSTOCKS LOCATED
OVER JOIST AT 1760 MAX CRS
DOUBLE 150x75 HEADSTOCKS
LOCATED AT 1760 MAX CRS M20 S.S. CONNECTION
75x75x5.0 SQ WASHER EACH SIDE 200Ø CCA H5 POST
150x75 JOIST AT SPACINGS AS NOTED
INTERNAL JOIST TO BE LAPPED
EXTERNAL JOISTS TO BE BUTT JOINED
1300
BALUSTRADE TYPE 2 - CUSTOM TIMBER AND STAINLESS STEEL BALUSTRADE TYPE 2 - CUSTOM TIMBER AND STAINLESS STEEL
1 SCALE 1:10
2 SCALE 1:10
25
100x100 F17 HWD HANDRAIL POSTS
50Ø 316 GRADE S.S. PIPE RAIL CHECKED
10mm INTO HANDRAIL POST
100x75 TOP AND BOTTOM RAILS
CHECKED 10mm INTO HANDRAIL POSTS
S.S. HAND RAIL CHECKED 10mm
INTO HANDRAIL POST 50Ø 316 GRADE S.S. PIPE RAIL
1135
75mm S.S. BATTEN SCREWS TO FIX DECKING SHEET DETAILS
PRE-DRILL HARDWOOD DECKING AND
1010
STAGGER SCREWS 15mm
2m 0m 2m 4m 10m
810
100x100 F17 HWD HANDRAIL 120x35 HARDWOOD DECKING SCALE: 1:200 @ A1 size sheet
POSTS
100
600 100
Do not scale from this drawing.
Verify all dimensions on site prior to construction.
All dimensions are in millimetres unless otherwise noted.
360
AMENDMENT / ISSUE REGISTER
35
Issue Description Date Sign
P1 PRELIMINARY REVIEW 18.12.07
150
M16 S.S. BOLT HANDRAIL POST CONNECTION OP1 OPERATIONAL WORKS ISSUE 16.01.08
5 X 100 X 75 8UA S.S. CLEAT M12 S.S CONNECTION OP1 OPERATIONAL WORKS ISSUE 01.02.08
P2 PRELIMINARY REVIEW 05.02.08
50
150
T1 TENDER ISSUE 06.02.08
OP1 OPERATIONAL WORKS ISSUE 12.02.08
40
M12 S.S. AT JOIST / HEADSTOCK
CONNECTION TYPICAL PROJECT
M16 S.S. CONNECTION AND 65x65x5.0 S.S. SQ WASHER
EACH SIDE PROVIDE BLOCKING AS REQUIRED
BETWEEN HEADSTOCK AND HANDRAIL POSTS MALTHOID 110 DAMPCOURSE
DOUBLE 150x75
HEADSTOCKS LOCATED
VIRIDIAN
DOUBLE 150x75 HEADSTOCKS OVER JOIST AT 1760 MAX CRS STAGE 3
LOCATED AT 1760 MAX CRS M20 S.S. CONNECTION
75x75x5.0 SQ WASHER EACH SIDE 200Ø CCA H5 POST
150x75 JOIST AT SPACINGS AS NOTED
INTERNAL JOIST TO BE LAPPED
EXTERNAL JOISTS TO BE BUTT JOINED TITLE
1300 DETAILS
BALUSTRADE TYPE 3 BALUSTRADE TYPE 3
3 SCALE 1:10
4 SCALE 1:10 DRAWING INFORMATION
Design Drawn Date Scale Checked
DH JL 12.02.08 1:200
Project No. Drawing No. Issue
0551 2059.02 L-DT-907 OP1
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