GREENLINE GROUP PTY LTD N.T.S 22.03.2019ISSUED FOR …
Transcript of GREENLINE GROUP PTY LTD N.T.S 22.03.2019ISSUED FOR …
GREENLINE GROUP PTY LTD3 Ball Place, WAGGA WAGGA NSW 2650P: 02 6938 1000 | E: [email protected]: 47 113 674 561
ALL DIMENSIONS IN mm U.N.O
0 DECIMAL PLACES ±1 ±1°
1 DECIMAL PLACE ±0.5 ±0.5°
DRAWING NUMBER REFERENCE DRAWING TITLE REV DATE REVISION DETAILS DRN CHK ENG APP
A
DRAWING TOLERANCES: CLIENT DETAILS
QUASAR CONSTRUCTIONSEASTERN CREEK SHOPPING CENTRE
179 ROOTY HILL RD SEASTERN CREEK NSW 2766
PROPOSED CAR PARK SHADE STRUCTURESDESIGN CONSIDERATIONSSCALE
A3SHEET DRAWING NUMBER REV
2 OF 6 C
PROJECT NUMBER
S-677622.03.2019 ISSUED FOR REVIEW HTM FP
S-6776-DG-500-001.2
B 16.05.2019 RE-ISSUED FOR REVIEW FP
C 11.07.2019 RE-ISSUED FOR REVIEW FP
CONSIDERATIONS IN DESIGN
179 ROOTY HILL RD S, EASTERN CREEK NSW 2766RESIDENTIAL SUBURB IN BUILT UP AREA
NOTES: IT IS THE RESPONSIBILITY OF THE CLIENT TO CONFIRM ALL DETAILS ON THIS PAGEVARIATIONS MAY APPLY IF DETAILS ARE FOUND TO BE INCORRECT
WIND REGION: A2CORROSIVITY REGION: C3
LOT 2, SECTION A, DP8681 AND LOT 7, DP830836
GROUND CONDITIONS: DESIGN TO ALLOW FOR CONDITIONS AS PER GEOTECH BY PSM CONSULT PTY LIMITED (REF# PSM2802-103L), RECEIVED FROM QUASAR ON 18/06/2019ROCKSANDFILLWATER TABLE
NONE ADVISEDNONE ADVISEDNONE ADVISEDNONE ADVISED
ALLOWANCE MADE FOR 100KPA CLAY SOILS
UNDERGROUND SERVICES: NONE ADVISEDOVERHEAD SERVICES: NONE ADVISED
USE OF AREA: RETAIL CAR PARKNOFENCED:NON-ACCESSIBLEACCESSIBLE:
HERITAGE: NONE ADVISED
ENVIRONMENTAL: NONE ADVISED
FLOOD: NONE ADVISED
HEIGHTSAPPROXIMATELY 2.5M HIGH UNDER LOWEST POINT.
SURFACES: GREENLINE HAS NOT INCLUDED ANY ALLOWANCE FOR SURFACE PROTECTION OR REPAIR. SURFACES: SURFACING TO BE COMPLETED AFTER OUR FOOTINGS ARE INSTALLEDSURFACE PROTECTION & REPAIR: NOT REQUIRED
ACCESS: CLEAR ACCESS TO SITE.TEMPORARY FENCING: 1800MM CONSTRUCTION FENCING BY HEAD CONTRACTOR
METHODOLOGY OR STAGING: NO STAGING WITH PHASES (I.E. FOOTINGS COMPLETED IN ONE GO, STRUCTURES LIKEWISE)
OTHER SCOPE ITEMS: LIGHTING: PROVISION FOR LIGHTING (PENETRATIONS ONLY) WITHIN OUR STRUCTURES - LIGHTING SCOPE ITSELF COMPLETED BY OTHERS
FIRE: NONE ADVISED
STRUCTURE DESIGN & DETAILING
CADASTRE:
N.T.S
I HAVE REVIEWED THESE DRAWINGSAND CONFIRM THAT THE DESIGN IS INACCORDANCE WITH MYEXPECTATIONS AND IS CONSISTENTWITH THE SCOPE OF WORK AGREED.
SIGNED:
NAME:
DATE:
CLIENT APPROVAL
APPROVAL PENDINGNOT FOR CONSTRUCTION
GREENLINE GROUP PTY LTD3 Ball Place, WAGGA WAGGA NSW 2650P: 02 6938 1000 | E: [email protected]: 47 113 674 561
ALL DIMENSIONS IN mm U.N.O
0 DECIMAL PLACES ±1 ±1°
1 DECIMAL PLACE ±0.5 ±0.5°
DRAWING NUMBER REFERENCE DRAWING TITLE REV DATE REVISION DETAILS DRN CHK ENG APP
A
DRAWING TOLERANCES: CLIENT DETAILS
QUASAR CONSTRUCTIONSEASTERN CREEK SHOPPING CENTRE
179 ROOTY HILL RD SEASTERN CREEK NSW 2766
PROPOSED CAR PARK SHADE STRUCTURESSETOUT PLANSCALE
A3SHEET DRAWING NUMBER REV
3 OF 6 C
PROJECT NUMBER
S-677622.03.2019 ISSUED FOR REVIEW HTM FP
S-6776-DG-500-001.3
B 16.05.2019 RE-ISSUED FOR REVIEW FP
C 11.07.2019 RE-ISSUED FOR REVIEW FP
N
S
EW
400
400
750
750
SAILS TO BE FIXED TO RAFTERUSING TYPICAL SAIL CLEAT CONNECTION.
1:250
P1
NOTES: POST MARKINGS TO BE REFLECTED ON ENGINEERING AND WORKSHOP DRAWINGS FOR CONSISTENCY.
IN -LINE WITH KERB EDGE
SETOUT PLANSCALE: 1:250
IN -LINE WITH KERB EDGE
IN -LINE WITH KERB EDGE
IN-LINE WITH KERB EDGE
SAIL 1
SAIL 2
SAIL 4
SAIL 6
P2 P3 P4P5
SAIL 3
SAIL 5
P6 P7 P8 P9 P10 P11
P12 P13 P14 P15 P16 P17
P18 P19 P20 P21 P22 P23I HAVE REVIEWED THESE DRAWINGSAND CONFIRM THAT THE DESIGN IS INACCORDANCE WITH MYEXPECTATIONS AND IS CONSISTENTWITH THE SCOPE OF WORK AGREED.
SIGNED:
NAME:
DATE:
CLIENT APPROVAL
APPROVAL PENDINGNOT FOR CONSTRUCTION
GREENLINE GROUP PTY LTD3 Ball Place, WAGGA WAGGA NSW 2650P: 02 6938 1000 | E: [email protected]: 47 113 674 561
ALL DIMENSIONS IN mm U.N.O
0 DECIMAL PLACES ±1 ±1°
1 DECIMAL PLACE ±0.5 ±0.5°
DRAWING NUMBER REFERENCE DRAWING TITLE REV DATE REVISION DETAILS DRN CHK ENG APP
A
DRAWING TOLERANCES: CLIENT DETAILS
QUASAR CONSTRUCTIONSEASTERN CREEK SHOPPING CENTRE
179 ROOTY HILL RD SEASTERN CREEK NSW 2766
PROPOSED CAR PARK SHADE STRUCTURESSTRUCTURE PLANSCALE
A3SHEET DRAWING NUMBER REV
4 OF 6 C
PROJECT NUMBER
S-677622.03.2019 ISSUED FOR REVIEW HTM FP
S-6776-DG-500-001.4
B 16.05.2019 RE-ISSUED FOR REVIEW FP
C 11.07.2019 RE-ISSUED FOR REVIEW FP
N S
EW
CSHT-5
6200 4800 5200
7800
7800
7800
7800
31200
5200
7800
7800
7800
5200
33800
5200
7800
7800
7800
5200
33800
5200
7800
7800
7800
5200
33800
BSHT-5
ASHT-5
ASHT-5
15004800 4800
15004800
11100 11100
1:200
P1
NOTES: POST MARKINGS TO BE REFLECTED ON ENGINEERING AND WORKSHOP DRAWINGS FOR CONSISTENCY.
STRUCTURE PLANSCALE: 1:200
P2
P3
P4
P5
SAIL 1
SAIL 2 SAIL 4 SAIL 6
SIM
SAIL 3 SAIL 5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
I HAVE REVIEWED THESE DRAWINGSAND CONFIRM THAT THE DESIGN IS INACCORDANCE WITH MYEXPECTATIONS AND IS CONSISTENTWITH THE SCOPE OF WORK AGREED.
SIGNED:
NAME:
DATE:
CLIENT APPROVAL
APPROVAL PENDINGNOT FOR CONSTRUCTION
GREENLINE GROUP PTY LTD3 Ball Place, WAGGA WAGGA NSW 2650P: 02 6938 1000 | E: [email protected]: 47 113 674 561
ALL DIMENSIONS IN mm U.N.O
0 DECIMAL PLACES ±1 ±1°
1 DECIMAL PLACE ±0.5 ±0.5°
DRAWING NUMBER REFERENCE DRAWING TITLE REV DATE REVISION DETAILS DRN CHK ENG APP
A
DRAWING TOLERANCES: CLIENT DETAILS
QUASAR CONSTRUCTIONSEASTERN CREEK SHOPPING CENTRE
179 ROOTY HILL RD SEASTERN CREEK NSW 2766
PROPOSED CAR PARK SHADE STRUCTURESELEVATIONSSCALE
A3SHEET DRAWING NUMBER REV
5 OF 6 C
PROJECT NUMBER
S-677622.03.2019 ISSUED FOR REVIEW HTM FP
S-6776-DG-500-001.5
B 16.05.2019 RE-ISSUED FOR REVIEW FP
C 11.07.2019 RE-ISSUED FOR REVIEW FP
ASHT-4
FFL
Label text
FFL
CSHT-4
4800 4800
11100
250022001800
250022001800
28003300
5200
4200
2800
1500
2800
GREENLINE WILL CARRY OUT A DBYD AND SERVICES SCAN, BUT HAVE NOT INCLUDED REPAIR/RELOCATION COSTS ASSOCIATED WITH UNDETECTED SERVICES.
BSHT-4
6200
18002200 2500
FFL
2400
750 750
STRUT
1SHT-6
AS NOTED
ELEVATIONSCALE: 1:75
COMMERCIAL 95 SHADEMESHCOLOUR:DESERT SAND
BORED PIER FOUNDATIONSALLOWANCE FOR 100KPA SOILS
NO ALLOWANCE FOR ROCK, SAND OR FILL STYLE PAD FOOTINGSSPOIL REMOVAL INCLUDED
ALLOWANCE FOR GPR SERVICES SCAN. NO ALLOWANCE FOR REPAIR OF UNDETECTED SERVICES.
CONCRETE FOUNDATIONS WILL BE STOPPED 200MM BELOW GROUND LEVEL. HOLES WILL BE TOPPED BY OTHERS AS PART OF SURFACING SCOPE.
HEAVY MACHINERY CAN DAMAGE SURFACESNO ALLOWANCE FOR REPAIR OF DAMAGED SURFACES
ELEVATIONSCALE: 1:75
CHS POST, RHS TOP FRAMESURFACE FINISH: HOT DIP GALVANISED
COMMERCIAL 95 SHADEMESHCOLOUR:DESERT SAND
COMMERCIAL 95 SHADEMESHCOLOUR:DESERT SAND
CHS POST, RHS TOP FRAMESURFACE FINISH: HOT DIP GALVANISED
ELEVATIONSCALE: 1:75
CHS POST, RHS TOP FRAMESURFACE FINISH: HOT DIP GALVANISED
I HAVE REVIEWED THESE DRAWINGSAND CONFIRM THAT THE DESIGN IS INACCORDANCE WITH MYEXPECTATIONS AND IS CONSISTENTWITH THE SCOPE OF WORK AGREED.
SIGNED:
NAME:
DATE:
CLIENT APPROVAL
APPROVAL PENDINGNOT FOR CONSTRUCTION
GREENLINE GROUP PTY LTD3 Ball Place, WAGGA WAGGA NSW 2650P: 02 6938 1000 | E: [email protected]: 47 113 674 561
ALL DIMENSIONS IN mm U.N.O
0 DECIMAL PLACES ±1 ±1°
1 DECIMAL PLACE ±0.5 ±0.5°
DRAWING NUMBER REFERENCE DRAWING TITLE REV DATE REVISION DETAILS DRN CHK ENG APP
A
DRAWING TOLERANCES: CLIENT DETAILS
QUASAR CONSTRUCTIONSEASTERN CREEK SHOPPING CENTRE
179 ROOTY HILL RD SEASTERN CREEK NSW 2766
PROPOSED CAR PARK SHADE STRUCTURESELECTRICAL ROUTING PROVISION PLANSCALE
A3SHEET DRAWING NUMBER REV
6 OF 6 C
PROJECT NUMBER
S-677622.03.2019 ISSUED FOR REVIEW HTM FP
S-6776-DG-500-001.6
B 16.05.2019 RE-ISSUED FOR REVIEW FP
C 11.07.2019 RE-ISSUED FOR REVIEW FP
N S
EW
1SHT-5
INSPECTION BOX DETAILSCALE: 1:25
125
500
ELECTRICAL ACCESS PANELON POSTS (P5, P11, P17, P23)
200
75
100MMØ HOLE IN BASE PLATE FOR ELECTRICAL ROUTING,MAY CHANGE DEPENDING ON ENGINEERS SPECIFICATION.
ELECTRICAL ROUTING PROVISION PLANSCALE: 1:250
ELECTRICAL ROUTING THROUGH STRUCTURESPROVIDE 32Ø HOLES IN MEMBERS AND PLATES FOR ROUTING
1:250
P1
P2
P3
P4
P5
SAIL 1
IP IP IP IP
NOTES: POST MARKINGS TO BE REFLECTED ON ENGINEERING AND WORKSHOP DRAWINGS FOR CONSISTENCY.
PROVISION FOR LIGHTING (PENETRATIONS ONLY) LIGHTING SCOPE TO BE COMPLETED BY OTHERS.
LEGEND:
ELECTRICAL ROUTING
INSPECTION POINTIP
SAIL 2 SAIL 4 SAIL 6SAIL 3 SAIL 5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
POWERFEED
POWERFEED
POWERFEED POWER
FEED
I HAVE REVIEWED THESE DRAWINGSAND CONFIRM THAT THE DESIGN IS INACCORDANCE WITH MYEXPECTATIONS AND IS CONSISTENTWITH THE SCOPE OF WORK AGREED.
SIGNED:
NAME:
DATE:
CLIENT APPROVAL
APPROVAL PENDINGNOT FOR CONSTRUCTION