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 & C20019

Rafters C15012 & C20019

Mullions C15015 & 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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Roof View

Front Elevation

Lef

t E

leva

tio

n

8800

Fin

ishe

d S

lab

Dep

th

12192 Finished Slab Width

10°

Pit

ch

Roof structure is light foot trafficable for maintenance purposes.

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Plan View

8810

Fra

me

Dep

th

12202 Frame Width

GD4.27

GD4.40

GD4.41

GD4.17

Fly Bracing

GD4.1

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Slab & Footing Plates Layout

15036 mm

Rebate: 2704 x 261X: 3220 to 5924

Rebate: 2704 x 261X: 6268 to 8972

Rebate: 261 x 3004Y: 2898 to 5902

095

87058800

0 12192163

Portal 1FPC150M16†

3088

Portal 2FPC200M16†

6136

Portal 3FPC200M16†

9184

Portal 4FPC200M16†

12029

Portal 5FPC150M16†

† 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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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

4 of 44

Portal Layout

095

87058800

0 12192163

Portal 1C15012

GS2.32

GS2.38

1.32

GS2.3

GS2.9

3088

Portal 2C20019

6136

Portal 3C20019

9184

Portal 4C20019

12029

Portal 5C15012

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Left View

3200

0

Fix to Manufacturer's Specifications

GD5.6.1

GD5.1.1

GD5.29

GD5.20

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Left Elevation

3200

0

180

686

1677

2668

4343

3600

2400

1200

0

PA2

RD3

2700J: C15019H: C15015

2400

0 880030502898 5966

GD4.13

Bridging

Fly Bracing

GD4.8

GD4.7

GD4.20 GD4.38 GD4.21

GD4.3 GD4.11

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Right View

3200

0

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Right Elevation

3200

0

0 880058463028

W4

Fly Bracing

GD4.24 GD4.39

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Front View

4005

0

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Front Elevation

PA1 RD1

2400J: C15019H: C15015

2100

RD2

2400J: C15019H: C15015

2100

0 121923372 6420

W1

Bridging

GD4.2.1

Fly Bracing

GD4.12

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Back View

4005

0

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

Back Elevation

0 12192

W3 W2

GD4.26

GD4.25

Fly Bracing

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

f’c = 25MPa

Diameter

Dep

th

250

PIER ONLY

Position Footing Plateat Centre of Pier

2.4mm Footing Plate

N12 Bar 50mm Cover

100

3

00

250

Diameter

Dep

th

PIER WITH SLAB & BEAMS

2.4mm Footing Plate

Mesh 40mm Top Cover

Impermeable Membraneunder Slab

N12 Bar 50mm Cover

R6 Tie Mesh & FootingPlate Together

3-L11TM BottomR10 Zed Bar at 600mm CRS50mm Cover All Round

1-N12 Trimmer Typical

300

f’c = 25MPaFooting Plate Position& Orientation Refer toFooting Plate Layout

Dep

th

Width

CL

5000

Max

.

CL 5000 Max.

A TYPICAL SLAB

Edge & Internal BeamsPier

Slab MeshRefer to Notes

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 H1.

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

8800

12192

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

f’c = 25MPa

270

Diameter

Dep

th

PIER ONLY

Position Footing Plateat Centre of Pier

2.4mm Footing Plate

N12 Bar 50mm Cover

100

3

00

270

Diameter

Dep

th

PIER WITH SLAB & BEAMS

2.4mm Footing Plate

Mesh 40mm Top Cover

Impermeable Membraneunder Slab

N12 Bar 50mm Cover

R6 Tie Mesh & FootingPlate Together

3-L11TM BottomR10 Zed Bar at 600mm CRS50mm Cover All Round

1-N12 Trimmer Typical

300

f’c = 25MPaFooting Plate Position& Orientation Refer toFooting Plate Layout

Dep

th

Width

CL

5000

Max

.

CL 5000 Max.

A TYPICAL SLAB

Edge & Internal BeamsPier

Slab MeshRefer to Notes

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 H1.

Maximum of 2.5kPa uniformly distributed load and 13kNconcentrated load.

Pier with Slab & Beams Internal Portals

Depth 500mm

Diameter 350mm

Pier Only

Depth 1200mm

Diameter 350mm

Slab Mesh: SL72

8800

12192

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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

24 of 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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

26 of 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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

28 of 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

ISOMETRIC

Footing Plate

Column

3mm Steel Cable Bracing PlateShare Bolt with Footing Plate

Steel Cable

Wire Rope Clamp

Footing Plate

Column

Slab

ELEVATION

3mm Steel Cable Bracing PlateShare Bolt with Footing Plate

Wire Rope Clamp

Steel Cable

Detail GD4.26: Cable Bracing Connection Detail

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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

32 of 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

EXPLODED VIEW

TH22x0.42Purlin Bridging

Eave Purlin

ELEVATION

TH22x0.42Purlin Bridging

Eave Purlin

ISOMETRIC(UNDER EAVE VIEW)

TH22x0.42Purlin BridgingEave Purlin

No.12-14x20 Tek Screw

Detail GD4.40: Bridging Connection Detail

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

ISOMETRIC 1

Purlin/Girt

Column/Rafter

1.15mm Fly Bracing

Purlin/Girt

No.12-14x20 Tek Screw

Column/Rafter

ELEVATION

1.15mm Fly Bracing

No.12-14x20 Tek Screw

1.15mm Fly BracingColumn/Rafter

Purlin/Girt

ISOMETRIC 2

No.12-14x20 Tek Screw

Detail GD4.41: Fly Bracing Connection Detail

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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 GD5.1.1: Cladding Connection Detail

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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 GD5.6.1: Apex Cladding Connection Detail

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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

Scan for Video

PROJECT:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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:

Example 8800 x 12192 x 3200 Region B Gable ShedCLIENT:

Example Customer NameADDRESS:

Example Street, Suburb QLD 4444

PROJECT NUMBER:

2169DRAWN BY:

dm3 SolutionsDRAWN DATE:

2021-02-10

© 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 44

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