GENERAL NOTES GN01
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.
GN02
THE BUILDER/SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS.
GN03
A00 A01 A02 A03 A04 A05 A06 A07 A08 A09
THIS BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH BUT NOT LIMITED TO THE FOLLOWING CURRENT AUSTRALIAN STANDARDS: · · · · · · · · · · · · · · · · · ·
AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS
1428 - DESIGN FOR ACCESS AND MOBILITY 1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. 1657 - FIXED PLATFORMS, WALKWAYS, STAIRWAYS AND LADDERS - DESIGN CONSTRUCTION & INSTALLATION 1664 - ALUMINIUM STRUCTURES 1680 - INTERIOR LIGHTING 1170 - WIND LOADING ON STRUCTURES 2293 - EMERGENCY EVACUATION LIGHTING IN BUILDING 2419 - FIRE HYDRANT INSTALLATIONS 2441 - INSTALLATION OF FIRE HOSE REELS 2444 - PORTABLE FIRE EXTENGUISHERS AND FIRE BLANKETS - SELECTION AND LOCATION 2904 - DAMP PROOF COURSES AND FLASHINGS. 3500 - PLUMBING AND DRAINAGE. 3600 - CONCRETE STRUCTURES 3700 - MASONRY IN BUILDINGS. 3959 - CONSTRUCTION IN A BUSHFIRE PRONE AREA. 3786 - SMOKE ALARMS. 4100 - STEEL STRUCTURES. 4600 - COLD FORMED STEEL STRUCTURES
GN04
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS.
GN05
STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE AS ADVISED BE THE MUNICIPAL DRAINAGE ENGINEER. CONTACT THE COUNCIL IF UNSURE OF POINT OF DISCHARGE.
GN6
FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. OWNER AND BUILDING TO ENSURE THIS DOES NOT OCCUR.
GN7
FOR BUILDINGS IN CLOSE PROXIMITY TO THE BEACH, ENSURE THE ALL STEEL WORK, BRICK CAVITY TIES AND STEEL LINTELS, ETC THAT ARE IMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH AS 3700 HOT DIPPED GALVANISED.
GN8
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS.
GN9
THE BUILDING SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.
GN10
SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS3786.
GN11
WHERE BUILDING IS WITHIN A DESIGNATED BUSH FIRE PRONE AREA COMPLIANCE WITH AS 3959 - IS REQUIRED TO A LEVEL OF ATTACK AS CONFIRMED BY THE RELEVANT BUILDING SURVEYOR.
GN12
THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES. NO RESPONSIBILITY IS ACCEPTED FOR THEIR USE.
GN13
DESIGN GUST WIND SPEED/WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 FOR AN ASSUMED DESIGN GUST WIND SPEED/WIND CLASSIFICATION OF -M/S (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS
GN14
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE WRITTEN SPECIFICATIONS, ALL CONSULTANTS DRAWINGS AND SPECIFICATIONS AND ANY DISCREPANCIES SHALL BE REFERRED TO NEW DIMENSION DRAFTING.
GN15
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK.
GN16
WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALING AND LARGE DIMENSIONS SHALL TAKE PREFERENCE OVER SMALL ONES.
GN17
ALL DIMENSIONS ARE IN METRES AND/OR MILLIMETRES.
GN18
STORMWATER 100mm DIAMETER (MIN) OR AS PER ENGINEERS DESIGN CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE PROVIDE INSPECTION OF OPENINGS TO 9000mm C/C AND AT EACH CHANGE OF DIRECTION THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL NOT BE LESS THAN: · 100mm UNDER SOIL · 50mm UNDER PAVED OR CONCRETE AREAS · 100mm UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS · 75 mm UNDER REINFORCED CONCRETE DRIVEWAYS.
GN19
DRAINAGE NOTES GN32-GN38 ALL DRAINAGE AND SEWERAGE PIPES ADJACENT TO BUILDING TO BE SETBACK AT A DEPTH THAT WILL NOT AFFECT ANGLE OF REPOSE (45 DEGREES) TO FOUNDING DEPTH.
GN20
SERVICE PIPES AND DRAINAGE PIPE JOINTS TO BE ARTICULATED AT SLAB AND FOOTINGS - WALL PENETRATIONS. BACK FILL TO TRENCHES SHALL BE FULLY COMPACTED.
GN21
WHERE SEWERAGE AND WATER PIPES PASS 'THRU' SLAB AND FOOTINGS, PROVIDE SLEEVOR LAGGING AROUND PIPES TO ALLOW RELATIVE MOVEMENT 25mm MINIMUM ALL AROUND.
GN22
GRADING AND SITE DRAINAGE - THE AREA WITHIN 2000mm OF BUILDING LINE SHALL BE GRADED SO THAT WATER WILL NOT POND AGAINST BUILDING.
GN23
GRADE SHALL BE 50mm WITHIN FIRST METER ON SEVERAL SLOPING SITES ADOPT AG DRAINS ADJACENT TO FOOTINGS WHERE THE GROUND FALLS TOWARDS THE BUILDING.
GN24
STORMWATER DRAINAGE DISCHARGE POINT - TO KERB AND CHANNEL LOCATION TO BE DETERMINED ON SITE BY BUILDER, OWNER AND PLUMBER WITH AID OF COUNCIL RECORDS.
GSEducationalVersion GSPublisherVersion 0.15.100.93
DRAWING INDEX: -
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT
COVER SHEET & GENERAL NOTES FLOOR PLAN SOUTH ELEVATION EAST & WEST ELEVATION NORTH ELEVATION SECTIONS DETAIL 01, 02 & 03 DETAIL 04 DETAIL 05 DETAIL 06
Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
SCALE :
DATE :
09/08/2016
DRAWING TITLE : COVER PAGE & GENERAL NOTES
DWG No
A00
2
3
4000
4000
150
CL
A
06 A09
4000
20
3980
4 20
3980
CL
CL
625
2280 RAINWATER HEAD OVER, LYSAGHT ZINCALUME
CL 625
150
20
1990
A A05
1
FACTORY
ROLLER DOOR OVER, 4m TAUREAN LIGHT INDUSTRIAL ROLLER DOOR, COLORBOND SANDBANK FINISH D03
7015
20
2
0m 92. ISH) B IN A SL D F WGS RC ISHE G. D L N (PO ER E F RE
PANEL JOINT REF. STRUCT. DWGS Typ.
B A05
B A05
1020
3645
550
150 SHS
7315
3645
150mm PRECAST CONCRETE WALL PANEL, PARAPET CAPPING, LYSAGHT ZINCALUME Typ.
RIDGE LINE
7015
7175
7480
450mm BOX GUTTER OVER, LYSAGHT ZINCALUME
SUMP (OVER) INTO DP
SUMP (OVER) INTO DP
1000
DP
DP
4000
20
CL
DP
D02 310UB46.2
310UB46.2 430
310UB46.2
B
650
GUTTER, LYSAGHT TRIMLINE OVER, ZINCALUME FINISH
CL
2600
CL
DP 1660
150 WALL GIRTS & WALL CLADDING, LYSAGHT TRIMDEK, ZINCALUME FINISH
CL
1020
150
150
DP
D01
165 EAVE
DP
CL
A A05
165
150
CL
8660 12130 12280
LEGEND: DP
DOWNPIPE 100 x 150 PWR DISTRIBUTION BD
D01 GSEducationalVersion GSPublisherVersion 0.15.100.93
DOOR TAG (REFER DOOR SCHEDULE)
GROUND FLOOR PLAN 1:50
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
SCALE :
1:50
DATE :
09/08/2016
DRAWING TITLE : FLOOR PLAN
DWG No
A01
1
2
RIDGE CAPPING, LYSAGHT KLIP-LOK ZINCALUME FINISH
150mm PRECAST CONCRETE WALL PANEL
ROOF CLADDING, LYSAGHT TRIMDEK @ 3° ZINCALUME FINISH
PARAPET CAPPING LYSAGHT ZINCALUME
GUTTER, LYSAGHT TRIMLINE, FASCIA LYSAGHT FP2309 BOTH WITH ZINCALUME FINISH
TOP OF WALL
3
4
WALL CLADDING, LYSAGHT TRIMDEK, ZINCALUME FINISH 150mm PRECAST CONCRETE WALL PANEL PANEL JOINT REF. STRUCT. DWGS Typ.
RIDGE LINE BARGE FLASHING, LYSAGHT ZINCALUME FINISH RAINWATER HEAD, LYSAGHT ZINCALUME FINISH
DOWNPIPE STRAP, LYSAGHT (2000 MAX. CTRS) Typ.
5680
FLASHING, EXTERNAL CORNER, LYSAGHT ZINCALUME FINISH
150
2100
6150
DOWNPIPE, LYSAGHT ZINCALUME 100 x 150 (0.55 BMT) Typ.
F.L. G.L.
D01
DOOR, LARNEC SENTRY 650.37 METAL CLAD ACCESS DOOR, WITH SURROUND, 200 x 75 PFC MILL FINISH & ALL ROUND WEATHER SEAL FLASHING, WATTYL INDUSTRIAL YELLOW FINISH
SOUTH ELEVATION 1:50
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
GSEducationalVersion GSPublisherVersion 0.15.100.93
SCALE :
1:50
DATE :
09/08/2016
DRAWING TITLE : SOUTH ELEVATION
DWG No
A02
GUTTER, LYSAGHT TRIMLINE, FASCIA LYSAGHT FP2309 BOTH WITH ZINCALUME FINISH PANEL JOINT PARAPET CAPPING, REF. STRUCT. LYSAGHT ZINCALUME DWGS Typ. WALL CLADDING, LYSAGHT TRIMDEK, ZINCALUME FINISH
B
TOP OF WALL
BARGE FLASHING, LYSAGHT ZINCALUME FINISH
A
A
150mm PRECAST CONCRETE WALL PANEL
TOP OF WALL
B
PARAPET CAPPING, LYSAGHT ZINCALUME PANEL JOINT REF. STRUCT. DWGS Typ.
150mm PRECAST CONCRETE WALL PANEL
RIDGE LINE
RAINWATER HEAD, LYSAGHT ZINCALUME
5680
150mm PRECAST CONCRETE WALL PANEL ROLLER DOOR, STRAMIT, 4m TAUREAN LIGHT INDUSTRIAL ROLLER DOOR, INDUSTRIAL YELLOW FINISH
DOOR OPENING SURROUND, 200 x 75 PFC MILL FINISH & ALL ROUND WEATHER SEAL FLASHING, WATTYL INDUSTRIAL YELLOW FINISH F.L. G.L.
F.L. G.L.
D02
DOOR, LARNEC SENTRY 650.37 METAL CLAD ACCESS DOOR, WITH SURROUND, 200 x 75 PFC MILL FINISH & ALL ROUND WEATHER SEAL FLASHING, WATTYL INDUSTRIAL YELLOW FINISH
D03
150
150
2100
4000
6150
DOWNPIPE, LYSAGHT 100 x 150 (0.55 BMT) Typ. ZINCALUME FINISH
6150
DOWNPIPE STRAP, LYSAGHT (2000 MAX. CTRS) Typ.
EAST ELEVATION 1:50
WEST ELEVATION 1:50
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
GSEducationalVersion GSPublisherVersion 0.15.100.93
SCALE :
1:50
DATE :
09/08/2016
DRAWING TITLE : EAST & WEST ELEVATION
DWG No
A03
4
TOP OF WALL
3
PARAPET CAPPING LYSAGHT ZINCALUME
2
1
PANEL JOINT REF. STRUCT. DWGS Typ.
150mm PRECAST CONCRETE WALL PANEL
RIDGE LINE
RAINWATER HEAD, LYSAGHT ZINCALUME FINISH
DOWNPIPE STRAP, LYSAGHT (2000 MAX. CTRS) Typ.
5635 150
6150
DOWNPIPE, LYSAGHT 100 x 150 (0.55 BMT) Typ. ZINCALUME FINISH
F.L. G.L.
NORTH ELEVATION 1:50
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
GSEducationalVersion GSPublisherVersion 0.15.100.93
SCALE :
1:50
DATE :
09/08/2016
DRAWING TITLE : NORTH ELEVATION
DWG No
A04
B 05 A08
A
03 A06
ROOF CLADDING, LYSAGHT TRIMDEK @ 3°, ZINCALUME FINISH
1 02 A06
01 A06
TOP OF WALL
BEAM, 310UB46.2 REF. STRUCT. DWGS
WALL CLADDING, TRIMDEK WITH ZINCALUME FINISH
GIRT, 150 C-SECTION 1000mm (MAX.) CTRS ON CLEATS (Typ.) REF. STRUCT. DWGS
DOWNPIPE, LYSAGHT 100 x 150 (0.55 BMT) Typ. ZINCALUME FINISH DOWNPIPE STRAP, LYSAGHT, (2000mm MAX. CTRS) Typ.
5680
COLUMN, 310UB46.2 REF. STRUCT. DWGS
6150
PURLIN, 150 C-SECTION 1000mm (MAX.) CTRS ON CLEATS (Typ.) REF. STRUCT. DWGS
5000 SPRINGING HEIGHT
INSULATION, KINGSPAN AIR-CELL R2.1 ON SAFETY MESH
6150 PRECAST CONCRETE WALL
RIDGE LINE
5680
RIDGE LINE
150 THICK PRECAST CONCRETE WALL PANEL
150 THICK PRECAST CONCRETE WALL PANEL RC PAD POLISHED FINISH REFER ENG. DWGS.
RC PAD POLISHED FINISH REFER ENG. DWGS.
150
150
F.L. G.L.
F.L. G.L. 50mm SAND BED
50mm SAND BED 04 A07
A A01
SECTION 1:50
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
GSEducationalVersion GSPublisherVersion 0.15.100.93
SECTION 1:50
B A01
SCALE :
1:50
DATE :
09/08/2016
DRAWING TITLE : SECTIONS
DWG No
A05
B
PARAPET CAPPING, LYSAGHT ZINCALUME WITH 3° FALL, SUPPORTED BY PACKING
PARAPET CAPPING, LYSAGHT ZINCALUME WITH 3° FALL, SUPPORTED BY PACKING
OVERFLASHING, LYSAGHT ZINCALUME
FLASHING, LYSAGHT ZINCALUME CHASED APRON ROOF CLADDING, LYSAGHT TRIMDEK @ 3°, ZINCALUME FINISH, FASTENED WITH TEK SCREWS & NEOPRENE WASHERS RIDGE CAPPING, LYSAGHT KLIP-LOK, ZINCALUME FINISH RIDGE LINE NOTE: INSULATION & REAR WALL NOT SHOWN FOR CLARITY
RAKER, 75 x 75 STEEL ANGLE @ 3° WITH 10mm WELDED CLEAT, REF. STRUCT. DWGS 150mm PRECAST CONCRETE WALL PANEL
ROOF CLADDING, LYSAGHT TRIMDEK @ 3°, ZINCALUME FINISH, FASTENED WITH TEK SCREWS & NEOPRENE WASHERS
CLEAT 150 x 145 x 10 WELDED PLATE 2 x M12 HS BOLTS (GRADE 4.6) Typ. REF. STRUCT. DWGS 10
40
3°
50
PURLIN, 150 C SECTION BOX GUTTER BRACKET, LYSAGHT ADJUSTABLE
310UB46.2 STEEL BEAM REF. STRUCT. DWGS RIDGE CAPPING, LYSAGHT KLIP-LOK ZINCALUME FINISH
150
ROOF CLADDING, LYSAGHT TRIMDEK @ 3°, ZINCALUME FINISH, FASTENED WITH TEK SCREWS & NEOPRENE WASHERS
3°
DETAIL 1:10 CL
BOX GUTTER SUPPORT, LYSAGHT TRIMDEK PURLIN CLEAT 150 x 145 x 10 PLATE 2 x M12 HS BOLTS (GRADE 4.6) Typ. REF. STRUCT. DWGS FLASHING, LYSAGHT ZINCALUME
INSULATION, KINGSPAN AIR-CELL R2.1 ON SAFETY MESH
PURLIN, 150 C SECTION
01 A05
A
BOX GUTTER, LYSAGHT 450W x 150D ZINCALUME
410 x 166 x 20mm CONNECTION ENDPLATE, 6 x M26∅ HS ANCHOR BOLTS (8.5) REF. STRUCT. DWGS 30° 150mm PRECAST CONCRETE WALL PANEL DOWNPIPE STRAP, LYSAGHT
3°
INSULATION, KINGSPAN AIR-CELL R2.1 ON SAFETY MESH
DOWNPIPE, LYSAGHT 100 x 150 (0.55 BMT) ZINCALUME FINISH
02 A05 PURLIN, 150 C SECTION
STEEL BEAM 310UB46.2 REF. STRUCT. DWGS 410 x 166 x 20mm CONNECTION ENDPLATE, 6 x M26∅ HS BOLTS (8.5) REF. STRUCT. DWGS
03 A05 GSEducationalVersion GSPublisherVersion 0.15.100.93
DETAIL 1:10
DETAIL 1:10
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
SCALE :
1:10
DATE :
09/08/2016
DRAWING TITLE : DETAIL 01, 02 & 03
DWG No
A06
B CLEAT, 150 x 145 x 10 WELDED PLATE 2 x M12 HS BOLTS (GRADE 4.6) Typ. REF. STRUCT. DWGS.
COLUMN 310UB46.2 REF. STRUCT. DWGS
DOWNPIPE, LYSAGHT 150 x 100 (0.55 BMT) ZINCALUME FINISH
CONNECTION BASE PLATE, 410 x 166 x 20mm PLATE 6 x M26∅ HS ANCHOR BOLTS (8.5) REF. STRUCT. DWGS
WALL CLADDING, LYSAGHT TRIMDEK, ZINCALUME FINISH, FASTENED WITH TEK SCREWS
150
BEDDING PACKERS 20mm
GIRT, 150 C SECTION (Typ.) SHEET TRIM FLASHING LYSAGHT ZINCALUME CL
600
POLYURETHANE MOISTURE BARRIER 0.2mm SAND BED 50mm CONCRETE PAD REFER ENG. DWGS.
04 A05
DETAIL 1:10
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
GSEducationalVersion GSPublisherVersion 0.15.100.93
SCALE :
1:10
DATE :
09/08/2016
DRAWING TITLE : DETAIL 04
DWG No
A07
ROOF CLADDING, LYSAGHT TRIMDEK @ 3°, ZINCALUME FINISH, FASTENED WITH TEK SCREWS & NEOPRENE WASHERS PURLIN CLEAT 150 x 145 x 10 PLATE 2 x M12 BOLTS (GRADE 4.6) Typ. REF. STRUCT. DWGS
B 10mm TOP PLATE REF. STRUCT. DWGS
PURLIN, 150 C SECTION
85
GUTTER, LYSAGHT TRIMLINE, ZINCALUME FINISH, W/ SPRING CLIPS & OVERSTRAPS
10
OUTRIGGER, 75 x 75 STEEL ANGLE 4 x M12 BOLTS (GRADE 4.6) Typ. REF. STRUCT. DWGS
FASCIA, LYSAGHT FP23019, ZINCALUME FINISH, M12 HS BOLTS GIRT CLEAT 10mm (Typ.) REF. STRUCT. DWGS DOWNPIPE STRAP, LYSAGHT
3°
DOWNPIPE, LYSAGHT 100 x 150 (0.55 BMT) ZINCALUME FINISH GIRT, 150 C SECTION (Typ.)
INSULATION, KINGSPAN AIR-CELL R2.1 ON SAFETY MESH
WALL CLADDING, LYSAGHT TRIMDEK WITH ZINCALUME FINISH, FASTENED WITH TEK SCREWS
310UB46.2 STEEL BEAM REF. STRUCT. DWGS CONNECTION ENDPLATE, 410 x 166 x 20mm, 8 x M20∅ HS BOLTS (8.5) REF. STRUCT. DWGS 310UB46.2 STEEL COLUMN REF. STRUCT. DWGS
CL
05 A05
DETAIL 1:10
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
GSEducationalVersion GSPublisherVersion 0.15.100.93
SCALE :
1:10
DATE :
09/08/2016
DRAWING TITLE : DETAIL 05
DWG No
A08
4
A 150
STEEL ANGLE BRACKET, 4 x M12 HS BOLTS (GRADE 4.6) Typ. REF. STRUCT. DWGS.
150mm PRECAST CONCRETE WALL PANEL
DOWNPIPE, LYSAGHT 100 x 150 (0.55 BMT) ZINCALUME FINISH
POWER DISTRUIBUTION BOARD HOUSED INSIDE FORTE FR STEEL ENCLOSURE 400H x 400W x 200D MOUNTED ON 2 x 50mm STEEL ANGLE
U BOLT AND SADDLE SUPPLIED BY MANUFACTURER
WALL CLADDING, LYSAGHT TRIMDEK, ZINCALUME FINISH, FASTENED WITH TEK SCREWS CLEAT, 150 x 145 x 10 WELDED PLATE 2 x M12 HS BOLTS (GRADE 4.6) Typ. REF. STRUCT. DWGS.
520
150 SHS MILL FINISH, PAINTED WATTYL INDUSTRIAL YELLOW
65 MIN.
ROLLER DOOR SUPPORT BRACKET OVER, 75 x 75 STEEL ANGLE WELDED TO 10mm STEEL PLATE, BOLTED TO SHS
GIRT, 150 C SECTION
DOOR OPENING SURROUND, 200 x 75 PFC WELDED TO SHS,MILL FINISH, PAINTED WATTYL INDUSTRIAL YELLOW
ROLLER DOOR GUIDE
ROLLER DOOR SHUTTER OVER, STRAMIT, 4m TAUREAN LIGHT INDUSTRIAL ROLLER DOOR, COLORBOND SANDBANK FINISH
DETAIL 1:10
06 A01
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
GSEducationalVersion GSPublisherVersion 0.15.100.93
SCALE :
1:10
DATE :
09/08/2016
DRAWING TITLE : DETAIL 06
DWG No
A09