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210153 - 6 Girraween Court, SUNSHINE BEACH - Sunshine Beach Skate Park - Engineering Plans
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
MEMBER SCHEDULE GENERAL NOTES. A
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION
WITH THE ENGINEERING DRAWINGS, ARCHITECTS' AND
MARK DESCRIPTION MATERIAL MEMBER SIZE OTHER CONSULTANTS DRAWINGS AND THE
SPECIFICATION.
C1 COLUMN Gr350 273.1 x 6.4 CHS 2. ALL DIMENSIONS SHOULD BE CHECKED ON SITE AND
VERIFIED BEFORE WORK COMMENCES.
C2 COLUMN Gr350 219.1 x 4.8 CHS 3. DIMENSIONS MUST NOT BE OBTAINED BY SCALING OFF
THE DRAWINGS.
R1 RAFTER Gr350 273.1 x 6.4 CHS
B
C2 DESIGN LOADING. B
B1 10
53 R2 RAFTER Gr350 168.3 x 4.8 CHS THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
4 WITH THE FOLLOWING LOADING CODES:
B1 WIND LOADS TO A.S. 1170.2
B1 EDGE BEAM Gr350 100 x 100 x 4.0 SHS REGION B
5 TERRAIN CATEGORY 2.5
EC1 EDGE CABLE - 6 Gr316 SS CABLE PERMISSABLE WIND SPEED Vp= -m/s
S04
DEAD AND LIVE LOADS TO
46
ROOF
8
10
STRUCTURAL STEELWORK.
9014
C C
1. THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE,
UNTIL BRACING ELEMENTS ARE CONSTRUCTED, SUCH
N
7603
TEMPORARY BRACING AS IS NECESSARY TO STABILISE
THE STRUCTURE DURING ERECTION.
2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH A.S.4100, A.S.1538 AND A.S.4600.
3. WELDING SHALL BE PERFORMED BY AN ACCREDITED
OPERATOR IN ACCORDANCE WITH A.S.1554; ELECTRODE
E48XX OR W50X TO BE USED.
4. ALL RHS AND CHS MEMBERS ARE TO BE GRADE 350 MPa.
R2 R2 R2 ALL OTHER STEEL MEMBERS TO BE GRADE 300 MPa. ALL
D R2 D
STEEL PLATES TO BE GRADE 250MPa. U.N.O
4
15104
5. STEELWORK TO BE HOT DIPPED GALVANISED TO A.S
B1 S04 4680
6. EXCEPT WHERE OTHERWISE SHOWN, WELDS TO BE 6mm
B1 CONTINUOUS FILLET ALL ROUND. ALL FULL
C1 EXISTING WALL PENETRATION BUTT WELDS TO BE CATEGORY SP.
7. ALL BOLTS TO BE M20 8.8/S UNLESS NOTED OTHERWISE.
8. BOLT TYPE 4.6/S - COMMERCIAL BOLTS OF STRENGTH
GRADE 4.6 TO A.S.1111 TIGHTENED TO SNUG TIGHT
R1 CONDITION. BOLT TYPE 8.8/S - HIGH STRENGTH BOLTS
R1
E OF STRENGTH GRADE 8.8 TO A.S.1111 TIGHTENED TO E
C1 SNUG TIGHT CONDITION.
9. ALL BOLTS, NUTS AND WASHERS TO BE GALVANISED.
2 10. REMOVE ALL SHARP EDGES WHERE FABRIC IS IN
1 CONTACT WITH STEELWORK.
S04
S04 11. FABRICATOR TO PROVIDE VENTING HOLES FOR
GALVANISING AS REQUIRED.
3 12. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL
MEMBER UNLESS SPECIFICALLY SHOWN ON THE
S04 STRUCTURAL DRAWINGS OR APPROVED BY THE
STRUCTURAL ENGINEER.
6090
F F
13. ABBREVIATIONS:
SP = SPLICE
FSBW = FULL STRENGTH BUTT WELD
U.N.O = UNLESS NOTED OTHERWISE
R2 R2 R2 R2 S.O.E = SAME OTHER END
F/S = FAR SIDE
N/S = NEAR SIDE
FFJ = FABRIC FIELD JOINT
6 MBL = MINIMUM BREAK LOAD
EA = ELECTRICAL ACCESS PORT
S04
14. FABRIC TO BE:
G MONOTEC 370 OR HORTSHADE 70% (PRICING TO BE
SUPPLIED FOR BOTH)
COLOUR:
ANTHRACITE OR CHARCOAL
15. PRESTRESS:
WARP = 0.2 kN/m
WEFT = 0.2 kN/m
3696 3697 3697 3697 5813
H 20600
A PLAN VIEW
- B C SCALE 1:50 General Revision, Notes
S02 S02
3 22.04.21
Updated
C.H G.M
2 13.04.21 General Revision C.H G.M
1 13.04.21 For Approval C.H G.M
REV DATE DESCRIPTION BY CHK
I
REVISION HISTORY
Figured dimensions take precedence - DO NOT SCALE.
R1 All drawings and details are copyright and remain the
R1 property of Design Intension. The design and specification
must not be copied or shown to authorized persons without
the consent of Design Intension
Title.
R2 R2 R2 R2 ENGINEERING DRAWINGS
GENERAL ARRANGEMENT
J EXISTING WALL
B1 B1 B1
6299
C2 Project Name.
C1 C1 SUNSHINE BEACH
SKATE PARK
4750
3925
3800
3300
3659
K
7 8 Client.
S05 S05 DESIGN INTENSION
Project number.
7393 13207 20030
Drawn Scale @ A1 EST MASS
C.H AS SHOWN -
20600 Designed by Checked by Approved by
G.M G.M G.M
(22/04/2021)
SECTION A Drawing no. Sheet Revision
SCALE 1:50 -
L
20030-S01 1 of 3 3
1 2 3 4 5 6 7 8 9 10 11 12 13
0 10 20 30 40 50 60 70 80 90 100mm
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A FOR ALL NOTES REFER S01 A
B B
R2
R2
R1
C C
B1
6407
EXISTING WALL
4750
3925
D D
3300
C2 C1
E E
7603 6090
SECTION B
SCALE 1:50 S02
F F
G
13693
R1
R2
R2
H
2 22.04.21 General Revision C.H G.M
1 13.04.21 For Approval C.H G.M
REV DATE DESCRIPTION BY CHK
4750
I
4075
REVISION HISTORY
Figured dimensions take precedence - DO NOT SCALE.
3300
All drawings and details are copyright and remain the
C2 property of Design Intension. The design and specification
must not be copied or shown to authorized persons without
the consent of Design Intension
Title.
ENGINEERING DRAWINGS
GENERAL ARRANGEMENT
J
SECTION C Project Name.
SCALE 1:50 S02 SUNSHINE BEACH
SKATE PARK
Client.
K
DESIGN INTENSION
Project number.
20030
Drawn Scale @ A1 EST MASS
C.H AS SHOWN -
Designed by Checked by Approved by
G.M G.M G.M
(13/04/2021)
Drawing no. Sheet Revision
L
20030-S02 2 of 3 2
1 2 3 4 5 6 7 8 9 10 11 12 13
0 10 20 30 40 50 60 70 80 90 100mm
Page 3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A FOR ALL NOTES REFER S01 A
B B
C C
D D
E E
F F
G
H
2 22.04.21 General Revision C.H G.M
1 13.04.21 For Approval C.H G.M
REV DATE DESCRIPTION BY CHK
I
REVISION HISTORY
Figured dimensions take precedence - DO NOT SCALE.
All drawings and details are copyright and remain the
property of Design Intension. The design and specification
must not be copied or shown to authorized persons without
the consent of Design Intension
Title.
ENGINEERING DRAWINGS
GENERAL ARRANGEMENT
J
AXONOMETRIC VIEW
Project Name.
SUNSHINE BEACH
SKATE PARK
Client.
K
DESIGN INTENSION
Project number.
20030
Drawn Scale @ A1 EST MASS
AXONOMETRIC VIEW C.H AS SHOWN -
SCALE N.T.S Designed by Checked by Approved by
G.M G.M G.M
(13/04/2021)
Drawing no. Sheet Revision
L
20030-S03 3 of 3 2
1 2 3 4 5 6 7 8 9 10 11 12 13
0 10 20 30 40 50 60 70 80 90 100mm
Page 4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A FOR ALL NOTES REFER S01 A
E
-
25 20 LACING BAR
0
20 THK CRUCIFORM 250
2x 18 HOLES 20 LACING BAR 20 THK HALF CRUCIFORM
2/M16 Gr8.8/S BOLTS MAX 300 CRS
B1 25 THK PLATE
B R2 B
10 THK CLEAT
C B1 B1
-
200
5 89 x 89 x 6 SHS 2x 18 HOLES 10 THK CLEAT
R2
SPIGOT 2/M16 Gr8.8/S BOLTS
205
SECTION C
0
50
SCALE 1:10 - SECTION E
1000
C
4x 24 HOLES SCALE 1:10 - C
0
4/M20 Gr8.8/S BOLTS
20
R2
D C2
- DETAIL 5 2
SCALE 1:10 S01
D 600 ANTI VANDAL D
B DETAIL 4 DISC FIXED TO ALL
TYPICAL S01 COLUMNS
- SPLICE DETAIL
SCALE 1:10 R2
FSBW
SECTION D
E
SCALE 1:10 - E
4x 24 HOLES G
4/M20 Gr8.8/S BOLTS -
FSBW
R1 180 180
5 THK ENDCAP R1 R1
12 THK CLEAT
F 1x 16 HOLE F
TO SUIT 12mm PIN
SWAGE TERMINAL 255 FSBW FSBW
A FSBW
- 30 THK PLATE 6x 26 HOLES
25 THK CRUCIFORM 6/M24 Gr8.8/S BOLTS
PLATES
30 THK PLATE
DETAIL 3
G
DETAIL 1 R2
SCALE 1:10 S01
FSBW
SCALE 1:10 S01
F
-
DETAIL 2
SCALE 1:10 S01
25 THK CRUCIFORM
PC D
H PLATES 223
DOUBLE ROPE TRACK 114.3 x 4.8 CHS
6x 26 HOLES
TEK SCREW TO RAFTER
6/M24 Gr8.8/S BOLTS
END 2x50 SPACING 20 LACING BAR
MAX 300 CRS TYP MAX 300 CRS R2
2 22.04.21 Detail Added C.H G.M
50
1 13.04.21 For Approval C.H G.M
R1 REV DATE DESCRIPTION BY CHK
I 12 THK CLEAT 10 THK ENDCAP
SECTION G
REVISION HISTORY
ROTATED FOR -
12 THK CLEAT CLARITY Figured dimensions take precedence - DO NOT SCALE.
SCALE 1:10 All drawings and details are copyright and remain the
1x 18 HOLE
FSBW property of Design Intension. The design and specification
5 THK ENDCAP 1/M16 Gr8.8/S BOLT 12 THK ENDCAP must not be copied or shown to authorized persons without
20 THK CRUCIFORM 12 THK CLEAT 1x 16 HOLE the consent of Design Intension
20 THK HALF CRUCIFORM Title.
TO SUIT M12 THREADED TOGGLE
25 THK PLATE ENGINEERING DRAWINGS
DETAIL 6 DETAILS
J FSBW SCALE 1:10 S01 BIRDSMOUTH TO SUIT
DOUBLE ROPE TRACK
300
150 150 Project Name.
150
SUNSHINE BEACH
SKATE PARK
R2 R2 Client.
K R1
C1 25 THK PLATE DESIGN INTENSION
20 THK CRUCIFORM 4x 22 HOLES Project number.
25 THK PLATE 4/M20 Gr8.8/S BOLTS 20030
Drawn Scale @ A1 EST MASS
C.H AS SHOWN -
Designed by Checked by Approved by
SECTION F
- G.M G.M G.M
(22/04/2021)
SCALE 1:10
SECTION A SECTION B Drawing no. Sheet Revision
SCALE 1:10 - SCALE 1:10 -
L
20030-S04 1 of 1 2
1 2 3 4 5 6 7 8 9 10 11 12 13
0 10 20 30 40 50 60 70 80 90 100mm
Page 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A FOR ALL NOTES REFER S01 A
B B
C2
C1
8x30 HOLES
8/M24 Gr4.6 HD BOLTS
WITH LOCK NUTS 8x26 HOLES
C C/W LEVELING NUTS COLUMN SLOTTED THRU BASEPLATE C
COLUMN SLOTTED THRU BASEPLATE 8/M20 Gr4.6 HD BOLTS
100x16 SQ ANCHOR PLATES WELD TOP & BTM
WELD TOP & BTM WITH LOCK NUTS
B C/W LEVELING NUTS
A - 75x12 SQ ANCHOR PLATES
- 25 THK BASEPLATE
115
25 THK BASEPLATE 125 40 HIGH STRENGTH
PROJECTION
PROJECTION NON SHRINK GROUT
40 HIGH STRENGTH
NON SHRINK GROUT
D TOC D
TOC
MIN 350 EMBEDMENT
ENSURE 50 COVER
ENSURE 50 COVER TO TOPS OF PILE VERTICAL STEEL
PAST REO CAGE
MIN 425 EMBEDMENT
TO TOPS OF PILE VERTICAL STEEL
PAST REO CAGE
E E
45
75x12 SQ
ANCHOR PLATES
F 8x 26 HOLES F
8/M20 Gr4.6 HD BOLTS
100x16 SQ ANCHOR PLATES MIN 350 EMBEDMENT
300 P C D
380
G
2400
2750
8N20 VERTICAL BARS SECTION B 8N20 VERTICAL BARS
H R10 HELIX @ 150 CENTERS SCALE 1:5 - R10 HELIX @ 150 CENTERS
MIN 75 COVER ALL ROUND MIN 75 COVER ALL ROUND
USE WAGON WHEEL ROLLER SPACERS USE WAGON WHEEL ROLLER SPACERS
TO ENSURE CORRECT COVER MAINTAINED TO ENSURE CORRECT COVER MAINTAINED
2 22.04.21 General Revision C.H G.M
1 13.04.21 For Approval C.H G.M
REV DATE DESCRIPTION BY CHK
I f'c = 25MPa f'c = 25MPa REVISION HISTORY
45 Figured dimensions take precedence - DO NOT SCALE.
All drawings and details are copyright and remain the
property of Design Intension. The design and specification
must not be copied or shown to authorized persons without
the consent of Design Intension
8x 30 HOLES Title.
8/M24 Gr4.6 HD BOLTS
MIN 425 EMBEDEMENT
ENGINEERING DRAWINGS
CD DETAILS
J
370 P
Project Name.
450
SUNSHINE BEACH
100 BTM COVER SKATE PRK
100 BTM COVER
Client.
K
DESIGN INTENSION
600 Project number.
600
20030
Drawn Scale @ A1 EST MASS
C.H AS SHOWN -
DETAIL 8 Designed by Checked by Approved by
DETAIL 7 SECTION A SCALE 1:5 S01 G.M G.M G.M
(13/04/2021)
SCALE 1:5 S01 SCALE 1:5 - Drawing no. Sheet Revision
L
20030-S04 1 of 3 2
1 2 3 4 5 6 7 8 9 10 11 12 13
0 10 20 30 40 50 60 70 80 90 100mm
Page 6
Drawing Transmittal
Project Sunshine beach - Skate Park
Shade Sail
Client -
Project No 20030
Page 1
The documents listed below are issued for your use as indicated in the issue details.
All revisions supersede any previous revision of the same document.
You are responsible for control of these documents within your organisation.
Current Revision
Issue Date Day 13 13 28
Month 04 04 04
Year 21 21 21
Drawing Number Drawing Title
20030 S01 Engineering Drawings - General Arrangement 1 2 3 3
20030 S02 Engineering Drawings - Section Views 1 1 2 2
20030 S03 Engineering Drawings - Axonometric View 1 1 2 2
20030 S04 Engineering Drawings - Details 1 2 2
20030 S05 Engineering Drawings - Details 1 2 2
Distribution
Noosa Council 1 1 1
Purpose: I = Information P = Preliminary A = Approval C = Construction A A A
Format: D = Dwg X = Dxf P = Pdf H = Hard Copy O = Other D/P D/P D/P
Method: D = Dropbox E = Email P = Pickup C = Courier E E E
Issued By
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GM