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General Notes
G01 The Design and Details shown in these Drawings are applicable to this Projectonly.
G02 These Drawings shall be read in conjunction with all Architectural Drawings,other Consultants' Drawings, Specifications and such other WrittenInstructions as may be issued during the course of the Project. Anydiscrepancy shall be referred to the Engineer before proceeding with the work.
G03 All Materials and Workmanship shall be in accordance with the relevant andcurrent SAA Codes and Authorities Except where varied by the ProjectSpecifications.
G04 The Structure must be maintained in a stable condition and no part must beoverloaded during construction. Temporary bracing must be designed andprovided by the contractor(s) to keep the building works and excavationsstable at all times.
G05 The Issuer of these Designs reserves the right to alter Specifications andDesigns as it may see fit without prior notification or penalty.
G06 The Structure has not been designed for snow loads.
Foundation Notes
F01 Foundations have been designed assuming an allowable bearing capacity of100 kPa.
F02 The Owner is advised to obtain a Geotechnical Report and/or Site FoundationReport to confirm F01 above.
F03 Footings shall be located centrally under walls and columns unless notedotherwise.
F04 All Footings to be founded a minimum of 400 mm into Natural Ground. Do notFound Footings in uncontrolled fill.
F05 Engineer to be contacted if Foundation Conditions vary from F01 above.
Steelwork Notes
S01 All Workmanship and Materials shall be in accordance with AS 4100, AS/NZ4600 and AS 1554 except where varied by the Project documentation.
S02 Bolting Categories are identified on the Structural Drawings in the followingmanner:Bolt Category comments:4.6/S Commercial Bolts of Grade 4.6 to AS 1111 Snug Tightened8.8/S High Strength Structural Bolts of Grade 8.8 to AS 1252 Snug Tightened
S03 Unless noted otherwise, all M16 fasteners shall be Category 8.8/S. StandardFixings for C100, C150, C200 and C250 Sections are M12 bolts. StandardFixings for C300 and C350 Section are M16 bolts. No Connection shall haveless than 2 bolts.
S04 All metal cladding should comply with AS1397-2001 G550, AZ150 (550 MPaminimum yield stress, 150 g/m2 minimum) coating mass.
S05 Steelwork intended to be concrete encased shall be unpainted. Encasingconcrete shall be Grade N25 unless noted otherwise providing a coveradequate to suit fire rating or exposure conditions. Concrete Encasement shallbe centrally reinforced with 5 mm wire to AS 4671 or 6 mm Structural GradeBars to AS 4671 at 150 mm pitch.
S06 Unless noted otherwise, all steel shall be of the following grade in accordancewith the relevant Australian Standard.
Steel Grades
300 PLUS Universal Beams & Columns, Parallel Flange Channels, LargeAngles to AS/NZS3679.1
250 Flats, Small Angles, Taper Flange Beams & Columns toAS/NZS3679.1
300 Welded Sections to AS/NZS3679.2
250 Hot Rolled Plates, Floor Plates & Slabs to AS/NZS3678
250 Hollow Sections to AS1163. Circular Sections less than 165mmOutside Diameter. Sections other than the above
G450-G550 Cold Form AS4600. Unless noted otherwise, all purlins, plates &brackets are G450.
G500 Slab mesh and deformed reinforcement bars.
G2070 AS2841. Galvanized Steel Wire Strand. Unless noted otherwise,all Cable Bracing is G2070.
Australian Standard™ & Australian/New Zealand Standard™ Adopted
AS 1111.1 ISO Metric Hexagon Bolts and Screws – Product Grade C Part 1:Bolts
AS/NZS 1163 Cold-formed Structural Steel Hollow Sections
AS/NZS 1170.0 Structural Design Actions - Part 0: General Principles
AS/NZS 1170.1 Structural Design Actions - Part 1: Permanent, Imposed & OtherActions
AS/NZS 1170.2 Structural Design Actions - Part 2: Structural Design, Wind Actions
AS/NZS 1170.4 Structural Design Actions - Part 4: Earthquake Actions in Australia
AS 1252 Structural Assemblies
AS 1397 Continuous Hot-dip Metallic Coated Steel Sheet & Strip
AS/NZS 1554 Structural Steel Welding
AS 4100 Steel Structures
AS/NZS 4600 Cold-formed Steel Structures
AS/NZS 4671 Steel Reinforcing Materials
AS/NZS 4680 Hot-dip Galvanized (Zinc) Coatings on Fabricated Ferrous Articles
Region & Site Details
Suitable for Regions A & B. TC2.5 without Shielding: Terrain with few trees, isolatedobstructions such as agricultural land, cane fields or long grass, up to 600mm high.
Vdesign = VR x Md x Ms x Mt x Mz,Cat
Vdesign = 57 x 0.95 x 1 x 1 x 0.87 = 47.11 m/s
Site Description: Typical farmland or developing outer suburban areas. The buildinghas no protection from wind in the immediate area.
Foundations have been designed assuming an allowable bearing capacity of 100kPa, undrained cohesion Cu = 50 kPa. Concrete Strength = 25 MPa.
Design Notes & Structural Members
Region Suitability A & B
Building Class 10a
Design Wind Speed 47.11 m/s
Columns C15012 & C20015
Rafters C15012 & C20015
Column Caps C15012 & C20015
Mullions C15012 & C15019
Eave Purlins C15012
Purlins Z10012
Girts Z10012
Bridging TH22x0.4
Fly Bracing G500 1.15 mm as per Detail
Bracing 6 mm Cable (7 x 7) Construction
Roller Door Jambs Marked as J: in the Elevations
Roller Door Header Marked as H: in the Elevations
Plates & Brackets Gauge as per Connection Detail.
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
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ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
1 of 48
Roof View
Front Elevation
Lef
t E
leva
tio
n
7250
Fin
ishe
d S
lab
Dep
th
10668 Finished Slab Width
10°
Pit
ch
Roof structure is light foot trafficable for maintenance purposes.
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
2 of 48
Plan View
7260
Fra
me
Dep
th
10678 Frame Width
GD4.25
GD4.17
Fly Bracing
GD4.1
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
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ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
3 of 48
Slab & Footing Plates Layout
12898 mm
Rebate: 2704 x 261X: 491 to 3195
Rebate: 2704 x 261X: 3982 to 6686
Rebate: 261 x 2704Y: 2273 to 4977
0
95
7155
7250
0 10668163
Portal 1FPC150M16†
3596
Portal 2FPC200M16†
7152
Portal 3FPC200M16†
10505
Portal 4FPC150M16†
† Footing Plate Part Names
1.23A
1.24B
1.50
Lef
t E
leva
tio
n
Note: X coordinates are to the outer edge of the Footing Plate Web. Y coordinates are to the outer edge of the Footing Plate Flange, closest to and parallel to the Slab edge.
xy
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
4 of 48
Portal Layout
0
95
7155
7250
0 10668163
Portal 1C15012
GS2.32
GS2.38
1.32
GS2.3
GS2.9
3596
Portal 2C20015
7152
Portal 3C20015
10505
Portal 4C15012
Note: X coordinates are to the outer edge of the Footing Plate Web. Y coordinates are to the outer edge of the Footing Plate Flange, closest to and parallel to the Slab edge.
xy
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
5 of 48
Left View
2950
0
Fix to Manufacturer's Specifications
GD5.7.1
GD5.2.1
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
6 of 48
Left Elevation
2950
0
180
862
1552
2242
3556
3145
2388
1592
796
0
0 72503657
GD4.13
Fly Bracing
GD4.44
GD4.8
GD4.14
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
7 of 48
Right View
2950
0
GD5.20
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
8 of 48
Right Elevation
2950
0
RD3
2400J: C15019H: C15015
2100
0 72502425 50462278
Fly Bracing
GD4.7
GD4.3 GD4.11
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
9 of 48
Front View
3605
0
GD5.29
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
10 of 48
Front Elevation
PA1RD1
2400J: C15019H: C15015
2100
RD2
2400J: C15019H: C15015
2100
0 10668643 4134
W1
Bridging GD4.27
GD4.2.1
GD4.12
GD4.20 GD4.38 GD4.21
GD4.24 GD4.39
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
11 of 48
Back View
3605
0
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
12 of 48
Back Elevation
0 10668
W4 W3 W2
GD4.15.3 GD4.45
GD4.19.3
GD4.15.1 GD4.19.1
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
13 of 48
100
2
50
Diameter
Dep
th
2.4mm Footing Plate
Mesh 40mm Top Cover
R6 Tie Mesh & FootingPlate Together
N12 Bar 50mm Cover
Impermeable Membraneunder Slab
PIER WITH SLAB
1-N12 Trimmer Typical
f’c = 25MPaFooting Plate Position& Orientation Refer toFooting Plate Layout
f’c = 25MPa
250
Dep
th
Diameter PIER ONLY
Position Footing Plateat Centre of Pier
2.4mm Footing Plate
N12 Bar 50mm Cover
Dep
th
Width
A TYPICAL SLAB
Slab MeshRefer to Notes
Pier
« Detail 1.23A: Gable End Slab & Pier Connection Detail Foundation Notes:
Foundations have been designed assuming an allowablebearing capacity of 100 kPa, undrained cohesion Cu = 50 kPa.
Concrete Strength = 25MPa, Site Class A & S.
Maximum of 2.5kPa uniformly distributed load and 13kNconcentrated load.
Pier with Slab & Beams Gable Ends
Depth 400mm
Diameter 350mm
Pier Only
Depth 1000mm
Diameter 350mm
Slab Mesh: SL72
7250
10668
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
14 of 48
100
2
70
Diameter
Dep
th
2.4mm Footing Plate
Mesh 40mm Top Cover
R6 Tie Mesh & FootingPlate Together
N12 Bar 50mm Cover
Impermeable Membraneunder Slab
PIER WITH SLAB
1-N12 Trimmer Typical
f’c = 25MPaFooting Plate Position& Orientation Refer toFooting Plate Layout
f’c = 25MPa
270
Dep
th
Diameter PIER ONLY
Position Footing Plateat Centre of Pier
2.4mm Footing Plate
N12 Bar 50mm Cover
Dep
th
Width
A TYPICAL SLAB
Slab MeshRefer to Notes
Pier
« Detail 1.24B: Internal Portal Slab & Pier Connection Detail Foundation Notes:
Foundations have been designed assuming an allowablebearing capacity of 100 kPa, undrained cohesion Cu = 50 kPa.
Concrete Strength = 25MPa, Site Class A & S.
Maximum of 2.5kPa uniformly distributed load and 13kNconcentrated load.
Pier with Slab & Beams Internal Portals
Depth 600mm
Diameter 350mm
Pier Only
Depth 1200mm
Diameter 350mm
Slab Mesh: SL72
7250
10668
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
15 of 48
ISOMETRIC
Footing Plate
Portal Column
250
Footing Plate
M16-40 Bolt
Portal Column
Slab
ELEVATION
PLAN
Footing Plate
Portal Column
« Detail 1.32: Footing Plates Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
16 of 48
ISOMETRIC
Slab Frame
Reusable Timber Supportfor Footing Plates
C100
C150 - C250
C300 & C350
C300BTB & C350BTB
ELEVATION
Finish Slab Level
PLAN
Use M16 Boltor Threaded Rodto Secure Footing Plate
Slab Frame
A Typical Single PlatePosition Refer toFooting Plate Layout
A Typical BTB Footing PlatePosition Refer toFooting Plate Layout
18 14
0
55
115
1
65
215
2
65
315
700
0
90
140
85
35
105
For C150 Footing Plate For C200 Footing Plate
For C250 Footing Plate For C300 Footing Plate
For C350 Footing Plate
Common Hole fora Designated Plate
140x35 Pine or Similar
For C100 Footing Plate
« Detail 1.50: Slab and Pier Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
17 of 48
ISOMETRIC
Purlin/Girt
Column/Rafter
ELEVATION 1
Column/Rafter
Purlin/Girt
15% of Bay Width
25 25
Purlin/Girt
M12-30 Grade 8.8 Bolt& 38x38x3 Square Washer Both SidesNo.12-14x20 Tek Screw
Column/Rafter
ELEVATION 2
« Detail GD4.1: Purlin/Girt Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
18 of 48
ISOMETRIC 1
Footing Plate
Column
Side Wall Girt
End Wall Girt
Slab
Slab
SIDE ELEVATION
Column
Side Wall Girt
Share the Same M16 Boltwith Footing Plate
END ELEVATION
Side Wall Girt
M12-30 Grade 8.8 Bolt
38x38x3 Square Washer Both Sides
No.12-14x20 Tek Screw
End Wall Girt
Slab
ISOMETRIC 2
3mm Angle Bracket
Share the Same M16 Boltwith Footing Plate
End Wall GirtSide Wall Girt
Column
Slab
« Detail GD4.2.1: Girt Corner Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
19 of 48
ISOMETRIC
M12-30 Bolt3mm Angle Bracket
Rafter
Flat Head M12-30 Bolt
3mm Angle Bracket
Roller Door Header
Roller Door Jamb
Trim Roller Door Jamb to Suit
ELEVATION(VIEW FROM INSIDE BUILDING)
Rafter
M12-30 Bolt 3mm Angle Bracket
Flat Head M12-30 Bolt
Roller Door Header
Roller Door Jamb
M12-30 Bolt
« Detail GD4.3: Roller Door Jamb to Header & Rafter Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
20 of 48
ISOMETRIC
Rafter
End Wall Mullion
3mm Angle Bracket
ELEVATION
End Wall Mullion
Rafter
M12-30 Bolt3mm Angle Bracket
« Detail GD4.7: Mullion to Rafter Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
21 of 48
ISOMETRIC
3mm Angle Bracket
End Wall Mullion
3mm Angle Bracket
M12-30 Bolt
End Wall Mullion
Slab
ELEVATION
M12-70 Dynabolt
« Detail GD4.8: Mullion to Slab Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
22 of 48
ISOMETRIC
Roller Door Jamb
Slab
3mm Angle Bracket
Smooth Edge ofRoller Door Rebate
15
Slab
ELEVATION
Roller Door Jamb
Rebate of Roller Door Opening Approx. 15mm under Finish Level
3mm Angle Bracket
M12-30 Bolt
M12-70 Dynabolt
100
PLAN
SlabRoller Door Jamb
Rebate of Roller Door Opening Approx. 100mm to Roller Door Jamb
« Detail GD4.11: Roller Door Jamb to Slab Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
23 of 48
ISOMETRIC
3mm Angle Plate
Wall Girt
3mm Angle Bracket
Roller Door Header
Roller Door Jamb
Eave Purlin
ELEVATION
3mm Angle Bracket
Wall Girt
3mm Angle BracketFlat Head M12-30 Bolt
Roller Door Header Roller Door Jamb
M12-30 BoltM12-30 Bolt
No.14-10x25 Tek Screw
No.12-14x20 Tek Screw
Eave Purlin
« Detail GD4.12: Roller Door Jamb to Header & Eave Purlin Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
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ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
24 of 48
ISOMETRIC
Eave Purlin
Column
Rafter
Purlin50x50x1 Angle
Share the Same Screw with Roof Sheet
Surface for FixingWall Cladding Screws
Wall Girt
3mm Angle Bracket
ELEVATION
Rafter
Column
Eave Purlin
Purlin50x50x1 Angle
Wall Girt
M12-30 Grade 8.8 Bolt38x38x3 Square WasherBoth Sides
No.12-14x20 Tek Screw
« Detail GD4.13: 50x50x1 Equal Angle Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
25 of 48
ISOMETRIC
Rafter
Rafter
3mm Angle Bracket
End Wall Mullion
ELEVATION
RafterRafter
3mm Angle Bracket
M12-30 Bolt
End Wall Mullion
« Detail GD4.14: Mullion to Rafter Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
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ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
26 of 48
ISOMETRIC
Footing Plate
Portal Column
Column Cap
Footing Plate
M16-40 Bolt
Portal Column
Slab
ELEVATION
Column Cap
Share Same Bolt with Footing Plate
PLAN
Footing Plate
Portal Column
Column Cap
« Detail GD4.15.1: Column Cap Footing Plate Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
27 of 48
ISOMETRIC
Footing Plate
Portal Column
Column Cap
Footing Plate
M16-40 Bolt
Portal Column
Slab
ELEVATION
Column Cap
Share Same Bolt with Footing Plate
PLAN
Footing Plate
Portal Column
Column Cap
« Detail GD4.15.3: Column Cap Footing Plate Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
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ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
28 of 48
ISOMETRIC
Purlin/Girt
Column/Rafter
1.15mm Fly Bracing
ELEVATION 1
Column/Rafter
Purlin/Girt
1.15mm Fly Bracing
Purlin/Girt
No.12-14x20 Tek Screw
Column/Rafter
ELEVATION 2
1.15mm Fly BracingNo.12-14x20 Tek Screw
« Detail GD4.17: Fly Bracing Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
29 of 48
EXPLODED VIEW
Knee Plate
Column
Rafter
M12-30 Bolt, Share SameBolt with Knee Plate
Column Cap
ISOMETRIC
Knee Plate
Rafter
Column
Column Cap
ELEVATION
Knee Plate
Rafter
Column
Column Cap
« Detail GD4.19.1: Column Cap Knee Plate Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
30 of 48
EXPLODED VIEW
Knee Plate
Column
Rafter
M12-30 Bolt, Share SameBolt with Knee Plate
Column Cap
ISOMETRIC
Knee Plate
Column
Rafter
Column Cap
ELEVATION
Knee Plate
Column
Rafter
Column Cap
« Detail GD4.19.3: Column Cap Knee Plate Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
31 of 48
ISOMETRIC
1.2mmWall Girt Cap
1.9mm Angle Bracket
Z100 Wall Girt
Slab
No. 12-14x18 Wafer Screw
ELEVATION 1
Z100 Wall Girt
1.9mm Angle Bracket
Slab
No. 12-14x18Wafer Screw
1.2mm Wall Girt Cap
ELEVATION 2
Z100 Wall Girt
1.9mm Angle Bracket
Slab
No. 12-14x18 Wafer Screw
M10-50 Dynabolt
1.2mm Wall Girt Cap
« Detail GD4.20: PA Door Jamb to Slab Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
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ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
32 of 48
ISOMETRIC
1.2mm Wall Girt Cap
Wall Girt/Door Header
Wall Girt
1.2mm Wall Girt Cap
No. 12-14x18 Wafer Screw
ELEVATION 2
ELEVATION 1
Wall Girt/Door Header
1.2mm Wall Girt Cap
« Detail GD4.21: PA Door Jamb to Girt Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
33 of 48
ISOMETRIC
1.2mm Window Jamb
Wall Girt
Trim to Suit
ELEVATION
No. 12-14x18 Wafer Screw
No. 12-14x18 Wafer Screw
1.2mm Window Jamb
Wall Girt No. 12-14x18 Wafer Screw
« Detail GD4.24: Window Jamb to Girt Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
34 of 48
ISOMETRIC
Knee Plate
Column
Rafter
3mm Steel Cable Bracing PlateShare Bolt with Knee Plate
3mm Steel Cable Bracing PlateShare Bolt with Knee Plate
ELEVATION
3mm Steel Cable Bracing PlateShare Bolt with Knee Plate
Wire Rope Clamp
Steel Cable
Steel Cable
Wire Rope Clamp
« Detail GD4.25: Cable Bracing Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
35 of 48
ISOMETRIC
TH22x0.42 Bridging
Purlin/Girt
No.12-14x20 Tek Screw2 per Connection
ELEVATION
Purlin/GirtTH22x0.42 Bridging
PLAN
Purlin/Girt
TH22x0.42 Bridging
« Detail GD4.27: Bridging Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
36 of 48
ISOMETRIC
Wall Girt Cap
Door Header50x50x1 Angle
Wall Girt Cap
No.12-14x18 Wafer Screw
ELEVATION 2
Door Header50x50x1 Angle
ELEVATION 1
Wall Girt Cap
Door Header50x50x1 Angle
« Detail GD4.38: PA Door Equal Angle to Jamb Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
37 of 48
ISOMETRIC
Wall Girt Cap
50x50x1 Angle
Wall Girt Cap
No.12-14x18 Wafer Screw
ELEVATION 2
50x50x1 Angle
ELEVATION 1
Window fix toManufacturer's Specifications
Wall Cladding fix toManufacturer's Specifications
Wall Cladding fix toManufacturer's Specifications
« Detail GD4.39: Window Equal Angle to Jamb Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
38 of 48
ISOMETRIC
ELEVATION 1 ELEVATION 2
EXPLODED VIEW
Gable Infill Girt
3mm Angle Bracket
Rafter
M12-30 Grade 8.8 Bolt 38x38x3 Square Washer
« Detail GD4.44: Gable Infill Girt Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
39 of 48
ISOMETRICTYPE A
Portal Column
Column Cap
M12-30 Bolt
TYPE B
Portal ColumnColumn Cap
TYPE D
Portal Column
Column Cap
TYPE A
Column Cap
Portal Column
TYPE C
Column Cap
Portal Column
« Detail GD4.45: Column Cap Stitching Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
40 of 48
50x50x1 Angle
Eave Purlin
Roof Sheet
Gutter
Barge Capping
Corner Flashing
Front/Back Wall Sheet
Left/Right Wall Sheet
EXPLODED VIEW
ISOMETRIC
Roof Sheet
Gutter
Barge Capping
Corner Flashing
Front/Back Wall Sheet
Left/Right Wall Sheet
ELEVATION
Roof Sheet
Gutter
Barge Capping
Corner Flashing
Left/Right Wall Sheet
« Detail GD5.2.1: Cladding Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
41 of 48
ISOMETRIC
Ridge Capping
Barge Capping
Roof Sheet
Left/Right Wall Sheet
EXPLODED VIEW
Ridge Capping
Barge Capping
Barge CappingRoof Sheet
Roof Sheet
Left/Right Wall Sheet
Left/Right Wall Sheet
50x50x1 Angle
ELEVATION
Left/Right Wall Sheet
Barge Capping
« Detail GD5.7.1: Apex Cladding Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
42 of 48
ISOMETRIC
Roller Door Jamb
Roller Door Header
Wall Sheet
Roller Door Header Flashing
Roller Door Jamb Flashing
Girt
ELEVATION
Wall Sheet
Roller Door Header Flashing
Roller Door Jamb Flashing
EXPLODED VIEW
Roller Door Header Flashing
Roller Door Jamb Flashing
Roller Door Jamb
Roller Door Header
Girt
Wall Sheet
« Detail GD5.20: Roller Door Jamb & Header Connection Detail
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PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
43 of 48
ISOMETRIC
PA Door
PA Door Header Flashing
Wall SheetWall Sheet
PA Door
ELEVATION
PA DoorHeader Flashing
EXPLODED VIEW
Door Header
Wall Girt Cap
PA DoorHeader Flashing
PA Door
Wall Sheet
« Detail GD5.29: PA Door Header Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
44 of 48
EXPLODED VIEW
1.9mm Eave Bracket
2.4mm Knee PlateFlat Head M12-30 Bolt
Column
Rafter
M12-30 Bolt
No.12-14x20 Tek Screw
Eave Purlin
1.9mm Bottom FlangeEave Bracket
M12-30 Bolt
Eave Purlin
ISOMETRIC
1.9mm Eave Bracket
2.4mm Knee Plate
Eave Purlin
Rafter
Column
1.9mm Bottom FlangeEave Bracket
ELEVATION
1.9mm Eave Bracket
2.4mm Knee Plate
Eave Purlin
No.12-14x20 Tek Screw
M16-40 Bolt
Rafter
Column
M12-30 Bolt
M12-30 Bolt
« Detail GS2.3: Knee Plate Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
45 of 48
ISOMETRIC 1
Rafter
Rafter
2.4mm Apex Plate
Purlin
Share Same Bolt with Rafter
ISOMETRIC 2
Rafter
Rafter
2.4mm Apex Plate
Purlin
ELEVATION
RafterRafter
2.4mm Apex Plate M12-30 Bolt
PurlinM16-40 Bolt
M12-30 Bolt
« Detail GS2.9: Apex Plate Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
46 of 48
EXPLODED VIEW
1.9mm Eave Bracket
1.9mm Knee Plate
Column
Rafter
Flat Head M12-30 Bolt
M12-30 Bolt
M12-30 Bolt
Eave Purlin
No.12-14x20 Tek Screw
1.9mm Bottom FlangeEave Bracket
ISOMETRIC
1.9mm Eave Bracket
1.9mm Knee Plate
Column
Rafter
Eave Purlin
1.9mm Bottom FlangeEave Bracket
ELEVATION
1.9mm Eave Bracket
1.9mm Knee Plate
Column
Rafter
M16-40 Bolt
No.12-14x20 Tek Screw
M12-30 Bolt
M12-30 Bolt
Eave Purlin
« Detail GS2.32: Knee Plate Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
47 of 48
ISOMETRIC 1
Rafter
Rafter
2.4mm Apex Plate
Purlin
Share Same Bolt with Rafter
ISOMETRIC 2
Rafter
Rafter
2.4mm Apex Plate
Purlin
ELEVATION
RafterRafter
2.4mm Apex PlateM16-40 Bolt
M12-30 Bolt
M12-30 Bolt
Purlin
« Detail GS2.38: Apex Plate Connection Detail
Scan for Video
PROJECT:
7250 x 10668 x 2950 Region BCLIENT:
ADDRESS:
To Be Advised
PROJECT NUMBER:
2325DRAWN BY:
dm3 SolutionsDRAWN DATE:
2021-03-11
© 2021 dm3 Solutions. The Information contained herein is Proprietary,Confidential and the Sole Property of dm3 Solutions. Reproduction in part
or in whole is Prohibited without written approval. Unless specifiedotherwise, dimensions are in millimetres & drawings are not to scale.
Powered by dm3Solutions.com
ISSUE:
1SIZE:
A4SCALE:
NTSDRAWING NUMBER
48 of 48
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