3
QUEENSLAND 433 Wondall Rd Tingalpa, QLD Ph: 07 3249 9888 Email: [email protected] Shipping Lot 2 Build My House Place Brisbane Created January 07, 2021 Designer JRC Ground Floor I Joist (Flush) Label Description Depth Width Qty Plies Pcs Length Blk.1 Dindas RFPI 20-H2S 300 45 1 600 J1 Dindas RFPI 20-H2S 300 45 4 2100 J2 Dindas RFPI 20-H2S 300 45 1 3900 J4 Dindas RFPI 20-H2S 300 45 2 5100 J5 Dindas RFPI 20-H2S 300 45 3 6000 J6 Dindas RFPI 20-H2S 300 45 5 6300 J7 Dindas RFPI 20-H2S 300 45 4 10200 J12 Dindas RFPI 20-H2S 300 45 6 5400 J13 Dindas RFPI 20-H2S 300 45 2 5100 J14 Dindas RFPI 20-H2S 300 45 2 10200 J15 Dindas RFPI 20-H2S 300 45 1 10200 J3 Dindas RFPI 400-H2S 300 52 8 4500 J8 Dindas RFPI 400-H2S 300 52 4 3900 J9 Dindas RFPI 400-H2S 300 52 1 10200 J16 Dindas RFPI 400-H2S 300 52 2 3900 J17 Dindas RFPI 400-H2S 300 52 3 3900 J10 Dindas RFPI 70-H2S 300 58 8 4500 Rim Board Label Description Depth Width Qty Plies Pcs Length RB1 Dindas Rim Board- H2S 300 X 17 300 17 6 2400 Hanger Beam/Girder Supported Member Label Pcs Description Skew Slope fasteners fasteners H2 9 FB45220 26 - Nail 35 x 3.15 mm 12 - Nail 35 x 3.15 mm H3 4 LF300/45 8 - Pryda WTF12-35 WTF12-35 1 - Timber Screw 30 x 6 mm H4 26 LF300/45 12 - Nail 40 x 3.75 mm 1 - Timber Screw 30 x 6 mm H5 17 LF300/53 12 - Nail 40 x 3.75 mm 1 - Timber Screw 30 x 6 mm H6 11 LF300/60 12 - Nail 40 x 3.75 mm 1 - Timber Screw 30 x 6 mm Design Method AsNzsLSD Revised April 17, 2021 Merchant Dindas Australia Builder Drannac Solutions Ground Floor 3600 3900 10800 337 5400 3600 3271 300 300 450 Stair Void Opening Beam FB2 deeper than floor system. Wall above to be adjusted to suit final beam height Beam FB3 deeper than floor system. Wall above to be adjusted to suit final beam height 600mm ctrs 450mm ctrs 600mm ctrs 450mm ctrs = Do not cut this end Ledger plate(s) to steel beams MUST be constructed as per manufacturers details Steel beam location to be confirmed off engineers plans It is a minimum requirement to 'pack out' the steel beam with MGP / LVL structural framing at the bolting locations to add support for the bolted connection. J12 Blk.1 J10 J4 J13 J16 J17 J8 J2 J5 J3 J15 J7 J1 J6 J9 J14 SB.2 FB13 FB4 FB11 FB11 FB10 FB10 FB12 SB.1 FB7 FB8 FB6 FB3 FB2 RB1 RB1 RB1 LP1 LP1 S/Cleat H2 H4 H2 H2 H4 H2-ws H6 H5 H4 H5 H4 H5 H6 H4 H4 H3 Layout Disclaimer This drawing is a general interpretation of the construction drawings for this project and assumes the adequacy of the supporting structure. It is intended only as a general guide for the engineered wood products placement. All Dimensions, quantities and details must be carefully checked, verified by comparison to the actual site conditions and are the responsibility of the client, architect/engineer and builder. Engineered floor system does not account for roof loading unless noted otherwise. 1. PRELIMINARY JOIST LAYOUT ONLY - NOT TO BE USED FOR CONSTRUCTION 1. All JOISTS and BEAMS to be kept clear of plumbing penetrations. 2. It is the responsibility of the installer to check all plumbing postions BEFORE installing the floor system 3. Floor joist positions marked are indicative only, they may be adjusted to suit Service requirements provided nominated joist spacings are NOT exceeded 4. Proposed layouts are at all times to be read and constructed in accordance with architectural and engineers plans. 5. All Floor structural members are to be installed as per the supplied Installation Guide 6. Please refer to the supplied Installation Guide for connection details 7. All external walls are assumed as loadbearing and any beams/joists drawn above are designed to be fully supported unless noted otherwise 8. Whilst every care is taken with this layout and quantity schedules, it remains the client’s responsibility to check the layout and the quantities prior to placing an order. 9. It is the builders responsibility to ensure all point loads created by floor beams, roof beams, header lintels and roof girder trusses are correctly supported and transfered 1. B# = Blocking (eg. B1) FLOOR JOIST LAYOUT Project Layout-House Description Test design Plan # 49904651 NOTE: This layout contains active QR codes for your reference. For full product information and installation guides please see below. Lightweight Metal Connectors Note: All metal connections within this design solution are standard Zinc Galvanised coating class Z275 (unless referenced otherwise) Proximity to the Coast or an identified Industrial Zone must be checked by the builder / installer to ensure fit for purpose. Dindas Australia stocks a specific selection of Stainless Steel 316 hangers and fixings should these be required. Dindas Australia will not accept any liability for the incorrect selection of any hanger type within the structure. Dindas Design Suite Version 21.20.301 Powered by iStruct Dataset: embedded

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QUEENSLAND433 Wondall RdTingalpa, QLDPh: 07 3249 9888Email: [email protected]

Shipping

Lot 2 Build My House PlaceBrisbane

CreatedJanuary 07, 2021

DesignerJRC

Ground FloorI Joist (Flush)

Label Description Depth Width Qty Plies Pcs LengthBlk.1 Dindas RFPI 20-H2S 300 45 1 600

J1 Dindas RFPI 20-H2S 300 45 4 2100J2 Dindas RFPI 20-H2S 300 45 1 3900J4 Dindas RFPI 20-H2S 300 45 2 5100J5 Dindas RFPI 20-H2S 300 45 3 6000J6 Dindas RFPI 20-H2S 300 45 5 6300J7 Dindas RFPI 20-H2S 300 45 4 10200J12 Dindas RFPI 20-H2S 300 45 6 5400J13 Dindas RFPI 20-H2S 300 45 2 5100J14 Dindas RFPI 20-H2S 300 45 2 10200J15 Dindas RFPI 20-H2S 300 45 1 10200J3 Dindas RFPI 400-H2S 300 52 8 4500J8 Dindas RFPI 400-H2S 300 52 4 3900J9 Dindas RFPI 400-H2S 300 52 1 10200J16 Dindas RFPI 400-H2S 300 52 2 3900J17 Dindas RFPI 400-H2S 300 52 3 3900J10 Dindas RFPI 70-H2S 300 58 8 4500

Rim BoardLabel Description Depth Width Qty Plies Pcs LengthRB1 Dindas Rim Board-

H2S 300 X 17300 17 6 2400

HangerBeam/Girder Supported

MemberLabel Pcs Description Skew Slope fasteners fasteners

H2 9 FB45220 26 - Nail 35 x 3.15 mm

12 - Nail 35 x 3.15 mm

H3 4 LF300/45 8 - Pryda WTF12-35 WTF12-35

1 - Timber Screw 30 x 6 mm

H4 26 LF300/45 12 - Nail 40 x 3.75 mm

1 - Timber Screw 30 x 6 mm

H5 17 LF300/53 12 - Nail 40 x 3.75 mm

1 - Timber Screw 30 x 6 mm

H6 11 LF300/60 12 - Nail 40 x 3.75 mm

1 - Timber Screw 30 x 6 mm

Design MethodAsNzsLSD

RevisedApril 17, 2021

MerchantDindas Australia

BuilderDrannac Solutions

Ground Floor

3600 3900

10800

337

5400 3600

3271

300 300450

Stair VoidOpening

Beam FB2 deeper than floor system. Wall above to be adjusted to suit final beam height

Beam FB3 deeper than floor system. Wall above to be adjusted to suit final beam height

600mm ctrs 450mm ctrs

600mm ctrs450mm ctrs

= Do not cut this endLedger plate(s) to steel beams MUST be constructed as per manufacturers detailsSteel beam location to be confirmed off engineers plansIt is a minimum requirement to 'pack out' the steel beam with MGP / LVL structuralframing at the bolting locations to add support for the bolted connection.

J12

Blk.1

J10

J4J13J16J17J8

J2

J5

J3

J15J7

J1

J6

J9

J14

SB.2

FB13

FB4

FB11

FB11

FB10

FB10

FB12

SB.1

FB7

FB8

FB6

FB3 FB2

RB1

RB1

RB1

LP1

LP1

S/C

leat

H2

H4

H2H2

H4H2-ws

H6H5H4H5H4

H5 H6

H4

H4

H3

Layout DisclaimerThis drawing is a general interpretation of the construction drawings for this project and assumes the adequacy of the supporting structure. It is intended only as a general guide for the engineered wood products placement. All Dimensions, quantities and details must be carefully checked, verified by comparison to the actual site conditions and are the responsibility of the client, architect/engineer and builder. Engineered floor system does not account for roof loading unless noted otherwise.

1. PRELIMINARY JOIST LAYOUT ONLY - NOT TO BE USED FOR CONSTRUCTION

1. All JOISTS and BEAMS to be kept clear of plumbing penetrations. 2. It is the responsibility of the installer to check all plumbing postions BEFORE

installing the floor system3. Floor joist positions marked are indicative only, they may be adjusted to suit

Service requirements provided nominated joist spacings are NOT exceeded4. Proposed layouts are at all times to be read and constructed in accordance with

architectural and engineers plans.5. All Floor structural members are to be installed as per the supplied Installation

Guide6. Please refer to the supplied Installation Guide for connection details7. All external walls are assumed as loadbearing and any beams/joists drawn

above are designed to be fully supported unless noted otherwise8. Whilst every care is taken with this layout and quantity schedules, it remains the

client’s responsibility to check the layout and the quantities prior to placing an order.

9. It is the builders responsibility to ensure all point loads created by floor beams, roof beams, header lintels and roof girder trusses are correctly supported and transfered

1. B# = Blocking (eg. B1)

FLOOR JOIST LAYOUTProject

Layout-House

DescriptionTest design

Plan #49904651

NOTE: This layout contains active QR codes for your reference. For full product information and installation guides please see below.

Lightweight Metal ConnectorsNote:All metal connections within this design solution are standard Zinc Galvanised coating class Z275 (unless referenced otherwise) Proximity to the Coast or an identified Industrial Zone must be checked by the builder / installer to ensure fit for purpose. Dindas Australia stocks a specific selection of Stainless Steel 316 hangers and fixings should these be required. Dindas Australia will not accept any liability for the incorrect selection of any hanger type within the structure.

Dindas Design Suite Version 21.20.301 Powered by iStruct Dataset: embedded

QUEENSLAND433 Wondall RdTingalpa, QLDPh: 07 3249 9888Email: [email protected]

Shipping

Lot 2 Build My House PlaceBrisbane

CreatedJanuary 07, 2021

DesignerJRC

Ground FloorLVL/LSL (Flush)

Label Description Depth Width Qty Plies Pcs LengthLP1 Dindas LVL13-H2S 240 45 2 7500

Total 15000FB4 Dindas LVL13-H2S 300 45 1 4500FB8 Dindas LVL13-H2S 300 45 1 2 2 8100

FB10 Dindas LVL13-H2S 300 45 2 2400FB11 Dindas LVL13-H2S 300 45 2 4200FB12 Dindas LVL13-H2S 300 45 1 2100FB13 Dindas LVL13-H2S 300 45 1 6000

Total 42000FB7 Dindas LVL13-H2S 300 63 1 5400

Total 5400Glulam (Flush)

Label Description Depth Width Qty Plies Pcs LengthFB2 Dindas GL17c 330 85 1 7200

Total 7200FB3 Dindas GL17c 395 85 1 5700

Total 5700FB6 Dindas GL17c-H3 360 85 1 5700

Total 5700Hanger

Beam/Girder Supported Member

Label Pcs Description Skew Slope fasteners fastenersH2 9 FB45220 26 - Nail 35 x 3.15

mm12 - Nail 35 x 3.15

mmH3 4 LF300/45 8 - Pryda

WTF12-35 WTF12-35

1 - Timber Screw 30 x 6 mm

H4 26 LF300/45 12 - Nail 40 x 3.75 mm

1 - Timber Screw 30 x 6 mm

H5 17 LF300/53 12 - Nail 40 x 3.75 mm

1 - Timber Screw 30 x 6 mm

H6 11 LF300/60 12 - Nail 40 x 3.75 mm

1 - Timber Screw 30 x 6 mm

Design MethodAsNzsLSD

RevisedApril 17, 2021

MerchantDindas Australia

BuilderDrannac Solutions

Ground Floor Not to Scale

Stair VoidOpening

Beam FB2 deeper than floor system. Wall above to be adjusted to suit final beam height

Beam FB3 deeper than floor system. Wall above to be adjusted to suit final beam height

600mm ctrs 450mm ctrs

600mm ctrs450mm ctrs

= Do not cut this endLedger plate(s) to steel beams MUST be constructed as per manufacturers detailsSteel beam location to be confirmed off engineers plansIt is a minimum requirement to 'pack out' the steel beam with MGP / LVL structuralframing at the bolting locations to add support for the bolted connection.

3600 3900

10800

337

5400 3600

3271

300 300450

Stair VoidOpening

Beam FB2 deeper than floor system. Wall above to be adjusted to suit final beam height

Beam FB3 deeper than floor system. Wall above to be adjusted to suit final beam height

600mm ctrs 450mm ctrs

600mm ctrs450mm ctrs

= Do not cut this endLedger plate(s) to steel beams MUST be constructed as per manufacturers detailsSteel beam location to be confirmed off engineers plansIt is a minimum requirement to 'pack out' the steel beam with MGP / LVL structuralframing at the bolting locations to add support for the bolted connection.

SB.2

FB13

FB4

FB11

FB11

FB10

FB10

FB12

SB.1

FB7

FB8

FB6

FB3 FB2

LP1

LP1

S/C

leat

H2

H4

H2H2

H4H2-ws

H6H5H4H5H4

H5 H6

H4

H4

H3

Layout DisclaimerThis drawing is a general interpretation of the construction drawings for this project and assumes the adequacy of the supporting structure. It is intended only as a general guide for the engineered wood products placement. All Dimensions, quantities and details must be carefully checked, verified by comparison to the actual site conditions and are the responsibility of the client, architect/engineer and builder. Engineered floor system does not account for roof loading unless noted otherwise.

1. PRELIMINARY BEAM LAYOUT ONLY - NOT TO BE USED FOR CONSTRUCTION

1. B# = Blocking (eg. B1)

FLOOR BEAM LAYOUTProject

Layout-House

DescriptionTest design

Plan #49904651

NOTE: This layout contains active QR codes for your reference. For full product information and installation guides please see below.

LVL Notches and PenetrationsNotches, cuts and holes in beams, bearers, joists and rafters (Solid LVL Only)

Notches, cuts and holes in beams, bearers, joists and rafter members (LVL) may have penetrations and notches performedin accordance with AS1684.2, Clause 4.1.6 Figure 4.1. Guidance for the common holes through the thickness and depth.

Hole through THICKNESSDepth - <200mm = D/3 or MAXIMUM 50mm diameterDepth - >200mm = D/4 or MAXIMUM 50mm diameter

NOTE: Not more than ONE (1) hole per 1.8m of span.

Glulam Notches and PenetrationsNotches, cuts and holes in GLULAM beams, bearers, joists and rafters are NOT permitted through beams of any size or grade.

Please contact us directly for specific design and installation guidance

Dindas Design Suite Version 21.20.301 Powered by iStruct Dataset: embedded

QLD Heat Map433 Wondall RoadTingalpa, Brisbane, 4173Ph: 07 3249 9888Email: [email protected]

Shipping

Lot 2 Build My House PlaceBrisbane

CreatedJanuary 07, 2021

DesignerJRC

Design MethodAsNzsLSD

RevisedApril 17, 2021

MerchantDindas Australia

BuilderDrannac Solutions

Layout DisclaimerThis drawing is a general interpretation of the construction drawings for this project and assumes the adequacy of the supporting structure. It is intended only as a general guide for the engineered wood products placement. All Dimensions, quantities and details must be carefully checked, verified by comparison to the actual site conditions and are the responsibility of the client, architect/engineer and builder. Engineered floor system does not account for roof loading unless noted otherwise.

1. PRELIMINARY JOIST LAYOUT ONLY - NOT TO BE USED FOR CONSTRUCTION

HEAT MAP JOIST LAYOUTProject

Layout-House

DescriptionTest design

Plan #49904651

NOTE: This layout contains active QR codes for your reference. For full product information and installation guides please see below.

1. All JOISTS and BEAMS to be kept clear of plumbing penetrations. 2. It is the responsibility of the installer to check all plumbing postions BEFORE

installing the floor system3. Floor joist positions marked are indicative only, they may be adjusted to suit

Service requirements provided nominated joist spacings are NOT exceeded4. Proposed layouts are at all times to be read and constructed in accordance with

architectural and engineers plans.5. All Floor structural members are to be installed as per the supplied Installation

Guide6. Please refer to the supplied Installation Guide for connection details7. All external walls are assumed as loadbearing and any beams/joists drawn

above are designed to be fully supported unless noted otherwise8. Whilst every care is taken with this layout and quantity schedules, it remains the

client’s responsibility to check the layout and the quantities prior to placing an order.

FLOOR PERFORMANCE HEAT MAP

Dindas Australia's exclusive EWP software 'Dindas Design Suite' provides our designers with up to the minute performance information as we are designing your project. This we believe puts us in the best design position to acheive outcomes that satisfy BOTH the design criteria and cost efficiency targets.

How to read the Floor Performance Legend

We have selected Long Term Deflection (mm) as the data to show in this report layout. As you can see we also consider many others but Deflection is the most common performance indicator that builders like to review.

BEST = Green area indicates that this floor area is perfoming the best out of the selected criteria. As you can see we have set the indicator limit at <6mm

BETTER = Yellow area indicates the area is better than the GOOD limit and has a Long Term Deflection equal to or lower than 11mm

GOOD = Red area is still designing good and is a measure over and above the Australian Standards and has a deflection greater than 11mm

Dindas Design Suite Version 21.20.301 Powered by iStruct Dataset: embedded