EXTERIOR STAIR NOTE: Prefabricated mild-steel stairs with a tread of 250mm and riser of 192mm in total 15 steps.
H
J
L
PAVING NOTE: 108,5 x 108,5 x 50mm COROBRIK onyx apron where applicable (see floor plan) on 40mm binding sand layer with 350 micron DPM on 100mm thick compacted crushed recycled concrete stones of 5mm Ø max.
M
INTERIOR STAIR NOTE: Prefabricated SA PINE stairs with a tread of 250mm and riser of 187mm in total 14 steps.
WOOD NOTE: Wood to comply to SANS 10163. All exposed wood to be rough sanded by hand on site and treated with two coats of WOODOC exterior sealer, painted on by hand with a brush.
TOP OF ROOF 107 670
CONCRETE SURFACE BED NOTE: 170mm Reinforced concrete surface bed, as per Engineer's details and specefications. Compacted hardcore filling in max 150mm layers, compacted to 90% ModAASHTO. Finished floor to be min 255mm above NGL TOP OF ROOF 107 670
4mm White Alububble® Code 2906, D10 White bubble bottom with foil backing top as per Manufacturer's details and specifications. 20mm thick SA Pine plywood ceiling board on 52 x 114mm timber cross supports at max 350mm Prefabrricated 52 x 114mm SA PINE timber roof truss to Engineer's details and specifications
25,0°
Masonry and cement beam filling as per Engineer's details and specifications
Reclaimed zinc roof sheeting to specification on 52 x 76mm SA pine timber purlins at max. 350mm centres. 52 x 114mm SA Pine timber roof cross beams at 700mm centres to approved SABS specification acc. to Structural Engineers specification
4 275
37mm deep LEROY MERLIN clear polycarbonite IBR sheet fixed to 52 x 114mm SA PINE timber roof trusses with roofing screws and washers
FIRST FLOOR 102 880
160mm thick Maxi brick non load-bearing infill wall with 1 coat of acrylic fibre reinforced waterproofing with 76 x 52mm SA Pine french cleats fixed to wall and planters panels
220mm thick load-bearing masonry wall to be painted with two coats of DULUX weatherguard (Brilliant White)
Masonry and cement beam filling as per Engineer's details and specifications
FIRST FLOOR 102 880
EXISTING CHURCH HALL 37mm deep LEROY MERLIN clear polycarbonite IBR sheet fixed to 64 x 127mm mild steel c-channel suppports with gutter bolts and nuts
UFFL 100 255
Plaster and Paint
2 350
Painted Brick
Existing 170 x 220mm precast concrete lintol
3 590
3 225
OUTDOOR GREENHOUSE
Existing 170mm thick reinforced concrete surface bed as per Engineer's details and specifications.
85mm Thick reinforced conrete surface bed as per Engineer's details and specifications.
UFFL 100 255
NGL
NGL
Concrete strip foundation acc. to Engineer's 4 000 details and specification.
170mm Reinforced concrete surface bed, as per Engineer's details and specefications. Compacted 8 000 hardcore filling in max 150mm layers, compacted to 90% ModAASHTO. Finished floor to be min 275mm above NGL
2 000
SECTION A-A SCALE 1:50
EXTERIOR STAIR NOTE: Prefabricated mild-steel stairs with a tread of 250mm and riser of 192mm in total 15 steps.
5
4
3
PAVING NOTE: 108,5 x 108,5 x 50mm COROBRIK onyx apron where applicable (see floor plan) on 40mm binding sand layer with 350 micron DPM on 100mm thick compacted crushed recycled concrete stones of 5mm Ø max.
2
CONCRETE SURFACE BED NOTE: 170mm Reinforced concrete surface bed, as per Engineer's details and specefications. Compacted hardcore filling in max 150mm layers, compacted to 90% ModAASHTO. Finished floor to be min 255mm above NGL
Reclaimed zinc roof sheeting to specification on 38 x 38mm SA pine timber purlins at max. 350mm centres. 52 x 114mm SA Pine timber roof cross beams at 700mm centres to approved SABS specification acc. to Structural Engineers specification
INTERIOR STAIR NOTE: Prefabricated SA PINE stairs with a tread of 250mm and riser of 187mm in total 14 steps. TOP OF ROOF 107 670
2 625
TOP OF ROOF 107 670
WOOD NOTE: Wood to comply to SANS 10163. All exposed wood to be rough sanded by hand on site and treated with two coats of WOODOC exterior sealer, painted on by hand with a brush.
4mm White Alububble® Code 2906, D10 White bubble bottom with foil backing top as per Manufacturer's details and specifications. 20mm thick SA Pine plywood ceiling board on 52 x 114mm timber cross supports at max 350mm
Existing zinc roof sheeting on existing 38 x 38mm SA PINE timber purlins at max. 350mm centres on 38 x 114 SA PINE timber roof trusses at 700mm centres to Engineer's specification and detail
2 010
220mm thick load-bearing masonry wall to be painted with two coats of DULUX weatherguard (Brilliant White)
Existing zinc roof sheeting on existing 38 x 38mm SA PINE timber purlins at max. 350mm centres on 38 x 114 SA PINE timber roof trusses at 700mm centres to Engineer's specification and detail Existing 38 x 114mm SA PINE roof truss at 700mm centres as per Engineers details and specifications.
FIRST FLOOR 102 880
FIRST FLOOR 102 880
W1
D7
W1
Existing 220mm thick masonry brick load bearing wall. To be painted with three coats of PLASCON MICATEX white exterior paint. UFFL 100 255
EXISTING CHURCH HALL
3 800
3 220
146 x 200mm IPE support beam to support new church entrance wall as per Engineer's details and specifications
EXISTING OFFICE
Plaster and Paint
Plaster and Paint
Existing 170mm Thick reinforced concrete surface bed as per Engineer's details and specifications.
Existing concrete strip foundation and masonry brick foundation wall as per Engineer's details and specifications.
Existing concrete strip foundation and masonry brick foundation wall as per Engineer's details and specifications. NGL
NGL
Figure 84: Technical Documentation Church Sections A and B [author, 2021]
170mm Reinforced concrete surface bed, as per Engineer's details and specefications. Compacted hardcore filling in max 150mm layers, compacted to 90% ModAASHTO. Finished floor to be min 275mm above NGL 4 000
SECTION B-B SCALE 1:50 GSEducationalVersion
Existing 220mm thick masonry brick load bearing wall. To be painted with three coats of PLASCON MICATEX white exterior paint.
Concrete strip foundation acc. to Engineer's details and specification.
4 000
4 000
UFFL 100 255
NGL
112
