2 Introduction

2.2 3D Models

Interactive 3D models.

TypeModelChapter / clause
Figure 4: Heave precautions for trench fill foundations up to 2.5m deepwww.nhbccampaigns.co.uk/3D/4/2/1/4.2.10
Figure 5: Heave precautions for pier and beam foundationswww.nhbccampaigns.co.uk/3D/4/2/2/4.2.10
Figure 6: Heave precautions for pile and beam foundationswww.nhbccampaigns.co.uk/3D/4/2/3/4.2.10
Figure 4: Pipes passing through a lintelled openingwww.nhbccampaigns.co.uk/3D/5/1/1/5.1.5
Figure 40: Rebate at window reveal in areas of severe or very severe exposurewww.nhbccampaigns.co.uk/3D/6/2/1/6.2.10
Figure 41: Lowest timber at least 150mm above external ground levelwww.nhbccampaigns.co.uk/3D/6/2/2/6.2.10
Figure 42: Lowest timber at least 75mm above external ground levelwww.nhbccampaigns.co.uk/3D/6/2/3/6.2.10
Support of lightweight partitionswww.nhbccampaigns.co.uk/3D/6/4/1/6.4.3
Lateral restraint - concrete floorswww.nhbccampaigns.co.uk/3D/6/4/7/6.4.7
Curtain wallingwww.nhbccampaigns.co.uk/3D/6/9/1/6.9
Rainscreen claddingwww.nhbccampaigns.co.uk/3D/6/9/2/6.9
Insulated renderwww.nhbccampaigns.co.uk/3D/6/9/3/6.9
Brick slip claddingwww.nhbccampaigns.co.uk/3D/6/9/4/6.9
Figure 1: Curtain walling to insulated render system: horizontal sectionwww.nhbccampaigns.co.uk/3D/6/9/5/6.9.17
Figure 15: Providing wall tieswww.nhbccampaigns.co.uk/3D/6/10/1/6.10.21
Figure 1: Typical movement jointwww.nhbccampaigns.co.uk/3D/6/11/1/6.11.5
Figure 5: Provision of weepholes to window headwww.nhbccampaigns.co.uk/3D/6/11/2/6.11.7
Figure 16: Lateral restraint strap secured to longitudinal bracingwww.nhbccampaigns.co.uk/3D/7/2/8/7.2.8
Figure 67: Wall abutmentwww.nhbccampaigns.co.uk/3D/7/2/4/7.2.20
Figure 70. Dry valley - lead saddlewww.nhbccampaigns.co.uk/3D/7/2/6/7.2.20
Figure 73: Chimney penetrationwww.nhbccampaigns.co.uk/3D/7/2/7/7.2.20
Figure 3: Solar PV typeswww.nhbccampaigns.co.uk/3D/8/2/1/8.2.1.4
Figure 4: Solar PV fixingwww.nhbccampaigns.co.uk/3D/8/2/2/8.2.1.4

Last updated: 2nd January 2024

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