UP ex.S/S ex.MH ex.VP ex.S/S 8 m² EX. Bathroom m² EX. WC 27 m² New Braai Area 20 m² EX. Kitchen 15 m² EX. Passage 600 1780 N New walls: 540mm Plaster and painted Brick walls New walls: 540mm Plaster and painted Brick walls braai 01 D2 01 W1 100mm thick Concrete cast in situ seat finished with quater bulnose edge and to be polished smooth sink bath whb wc SECTION A-A RE 3 600 Wall light: Exterior wall light to be installed at 1550mm from FFL SECTION A-A overhang concrete soffit above concrete soffit above concrete soffit above concrete soffit Drainage: Concrete sleave underneath new wall for Rainwater: 75x50mm fluted rectangular domestic aluminium down pipes. Rainwater: Stainless steel pipe (75mm Ø) with welded stainless steel tab to support galvanized chain. proposed tree proposed SECTION B-B SECTIO N Wall light: Exterior wall light to be installed at 1550mm from FFL 01 D1 Drainage: Concrete sleave underneath new wall for 110 drainage pipe. Joinery unit: Joinery unit as per joinery drawings Braai: Refer to Braai detail drawings and specifications Pizza Oven: Unit/Type :Built In Fuel: Wood Burning Unit Size :1000 X 1100mm – Internal Diameter 900mm Rainwater 75x50mm fluted rectangular domestic aluminium down pipes. Pizza sink G 6 m² Scullery 15Ø RE 2 RE IE 2 22Ø 01 D3 HP New 100L Kwikot Geyser in Kitchen ceiling 01 W7 01 W4 13425 540 5915 715 535 4670 1655 600 1055 900 5535 230 810 steel beam drop bulkhead ceiling to match existing passage ceiling 4115 4170 5145 880 360 01 W2 2270 2045 9110 80105145 4170 1330 2785 220 210 110 810 230 1205 270 1060 270 3630 270 5145 410 X 410 IE X 370 X 220 Floor finished to be confirmed fulbore outlet 145mm Concrete ledge 145 275 275 01 W6 W3 above 270 445 270270215 4230 220 2145 2880 895 900 7110 220 210 110 2250 270 3785 270 900ex.S/S ex.MH ex.VP ex.S/S 22 m² EX. Dining Area 7 m² EX. Lobby 18 m² EX. Bedroom 19 m² EX. Bedroom 15 m² EX. Bedroom 8 m² EX. Bathroom m² EX. WC 7 m² EX. Bathroom 27 m² New Braai Area 30 m² EX. Lounge 20 m² EX. Kitchen 8 m² EX. Closet Area 15 m² EX. Passage 30 m² EX. Garage 9 m² EX. Storage 17 m² EX. Garage 3 m² EX. Storage 4 m² EX. WC 600 1780 ex.MH ex.RE N Demolish walls: Removal of existing walls Demolish walls: Removal of existing walls Demolish walls: Removal of existing walls New walls: 270mm Plaster and painted Brick walls New walls: Plaster and painted Brick New walls: 270mm Plaster and painted braai 01 D2 01 W1 Counter Pizza Oven seat sink bath whb wc bic bic bic bic whb wc bath wc whb SECTION A-A SECTION A-A RE 3 Concrete sleave underneath new wall for 110 drainage pipe underneath new wall for 110 drainage pipe ex.S/S ex.S/S G 15Ø RE 2 IE 2 22Ø pizz RE 1 HP drop bulkhead ceiling to match existing passage ceiling 8010 7110 900 220 210 110 2250 270 3785 270 900 535 4665 445535 270 4125 270 535 895 2880 890 21175 2785 1330 4170 12895 9110 2045 3310 2045 4665 1240 12995 880 360 New 100l Kwikot geyser in Kitchen 01 W4 01 D1 01 W7 01 D3 Beam Beam 01 W2 220 210 110 810 245 1190 270 1060 270 3630 270 12625 270 01 W6 W3 above ERF 698 ERF 693 ERF 695 BOUNDARY LINE BOUNDARY LINE BUILDING LINE 1.5M BUILDING LINE 1.5M BUILDING LINE 5M BUILDING LINE 1.5M BOUNDARY LINE 22.8M BOUNDARY LINE 240 Church Road ex.S/S ex.MH ex.VP ex.S/S ex.MH Disconnecting MH ex.S/S N EXISTING DWELLING EXISTING GARAGE EXISTING OUTPROPOSED ADDITION EXISTING POOL ERF 694 WALMER Vehicle Access pedestrian gate G RE RE 2 RE 3 ex.S/S 2750 1500 15001250 -695 Concrete Footing level 410 Ground Floor FFL GULL Cover Level Invert Level Depth Distance Gradient 47 0 1 60 3000 47 3000 110mm Ø PVC sewer 450mm min. depth between cover and invert level 54 54 Gully sink NGL -O 410 Ground Floor FFL Cover Level Invert Level Depth Distance Gradient 54 60 4755 54 4755 110mm Ø PVC sewer 450mm min. depth between cover and 63 0 63 NGL New RE 1 New RE 2 -695 Concrete Footing level 410 Ground Floor FFL Cover Level Invert Level Depth Distance Gradient 63 60 9265 63 450mm min. depth between cover and 82 0 82 9265 1205 WM DW Sink IE 2 NGL -O New RE 3 66 66 0 110mm SS 60 1205 110mm Ø PVC sewer -695 Concrete Footing level 410 Ground Floor FFL Cover Level Invert Level Depth Distance Gradient 82 60 2325 82 450mm min. depth between cover and NGL 86 0 86 Ex RE. 110mm Ø PVC sewer Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING EXISTING COVERAGE HOUSE LE ROUX Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 AS SHOWN 694 WALMER HOUSE LE ROUX PROPOSED ALTERATION & ADDITION ERF 694 WALMER © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 694 1 520 sqm RES 1 WALMER REV 320 sqm ALLOTMENT AREA PERSPECTIVE: NMBM MUNICIPALITY EXISTING FIRST FLOOR AREA EXISTING GROUND FLOOR AREA COVERAGE PERCENTAGE 37.3 sqm 232 sqm 12 sqm 23.5 % ADDITIONAL COVERAGE 37.3 sqm (2.5%) 357.3 sqm TOTAL COVERAGE ADDITIONAL AREA BUILDING LINE REAR BUILDING LINE SIDE BUILDING LINE FRONT 1.5M 1.5M 5M As indicated CS 100 07 11 2022 0147 SM FLOOR PLANS & DRAINAGE SECTIONS GROUND FLOOR PLAN Scale 1:50 GROUND FLOOR FFL Scale 1:100 SITE PLAN Scale 1:200 DRAINAGE SECTION 01 Scale 1:50 DRAINAGE SECTION 02 Scale 1:50 DRAINAGE SECTION 03 Scale 1:50 DRAINAGE SECTION 04 Scale 1:50
x 410 Ground Floor FFL x 1335 Braai Height x 2140 Lintel Hieght of Braai x 2960 U/S Concrete Soffit x 3215 Top of Concrete x 3600 U/S Lintel Slot Window x 4780 New Roof Apex wood storage Braai to manufacturer Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Flashing: Sidewall Flash to match roof colour. (Livid Grey) Timber Roof Truss: 152x50mm SA Pine Timber rafters spaced @ max. 1050mm c/c, with 76 50mm SA Pine Timber purlins. All timber used in the rection of the building to be treated against termite, borer attack & fungal decay in strict accordance to SANS 10005 Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorplus® Slate finish topcoat and Shadow Grey backing coat roof sheeting, fixed to 76 50 treated SA Pine intermediate timber purlins at max. 1200mm centres. Hex Flange Head + EPDM Seal self-drilling Type 17 drill point, No. 12-11 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed to first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by GRS approved contractor. Brand: BlueScope Type of Building: residential Roof Pitch: 20° Climatic Condition: from 400m to 5km of the coast - Zone C4/C5 High Corrosion Risk Roof Profile: Corrugated Material: Clean Colorbond® Ultra Material Gauge: 0.53mm Colour: Slate. Storm Cowl: Jetmaster 275mm Mild Steel Storm Cowl. Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting. Rainwater: Aluminium Gutter 125 x 85mm domestic ogee profile gutter. Fascia board: Fibre cement fascia board 10mm x 150mm. Lintels: Fabricated Concrete lintel 105 x 75mm. As per engineers specification. Aluminium window: 50 x 50 x3mm SHS post between Aluminium window. Slip joint: As per Engineers Spec. DPC: 375 Micron DPC Wall ties: Wall tie after every 3 brick course. Braai Flue: 1200mm x 275 Ø Mild steel Flue pipes. Braai: Mild steel Flue pipe fitting frame. Concrete: Cast in place Concrete countertop. Beam: 254 x 146 x 31mm steel beam to be galvanised and powder coated. Colour TBC Lintels: Fabricated Concrete lintel 105 75mm. As per engineers specification. Insulation: Fibrefrax blanket insulation as per specialist spec. 255 820 805 85 840 Weep holes: Open perpends 900mm intervals to form weepholes Cavity wall: Un-Reinforced concrete cavity infill. Wall ties to be place every 3rd brick course. Surface Bed: 120mm THK MESH REINFORCED CONCRETE SLAB. DPC: 375 Micron stepped dpc. Ceiling: 2440 x 1220 15mm Plywood backing treated and stained to be cut to form arch of ceiling for the 32 x 20mm SA PAR pine timber with 10mm spacing to be stain and treated. Colour TBC Aluminium window: Screed to fall waterprroping to be confirmed by manufacturer. Insulation: Isotherm 75mm thick thermally bonded polyester thermal insulation (Density: 10 kg/m³), complying with SANS1381-1:2013, laid between exposed timber rafters. R-value: 1.53m².K/W Thermal conductivity: 0,039 W/mK 01 W3 LED Recess: 23 x 8mm LED strip running the full length. 20 Flashing: Sidewall Flash to match roof colour. (Livid Grey) 3505 U/S Ceiling GF 410 Ground Floor FFL 1767 Front Boundary Wall 1335 Braai Height 2140 Lintel Hieght Braai 2960 U/S Concrete Soffit 3215 Top Concrete 3600 U/S Lintel Slot Window 4780 New Roof Apex 400 810 230 1245 230 1100 255 820 805 140 785 pizza oven pizza oven wood storage wood storage DPC: 375 Micron DPC in cavity. Weep holes: Open perpends 900mm intervals to form weepholes Beam: 254 x 146 x 31mm Beam Colour TBC Plaster band: 150mm Plaster band above window. Aluminium window: Silicone sealant between window frame and steel beam. Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Aluminium Sliding door: Weather step. DPC: 375 Micron DPC under new concrete floor. Concrete footing: As per Engineers details. Surface Bed: 120mm thick mesh reinforced concrete as per engineers details. Ceiling: Plywood subframe painted black 2440 x 1220 15mm to be cut to form arch of ceiling for the 38 x 38mm SA PAR pine timber with 10mm spacing to be treated. Colour TBC 01 W3 01 D1 Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorplus® Slate finish topcoat and Shadow Grey backin coat roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using Hex Flang Head EPDM Seal self-drilling Type 17 drill point, No. 12-11 x 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed to first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by GRS approved contractor. Brand: BlueScope Type of Building: residential Roof Pitch: 20° Climatic Condition: from 400m to 5km of the coast - Zone C4/C5 High Corrosion Risk Roof Profile: Corrugated Material: Clean Colorbond® Ultra Material Gauge: 0.53mm Colour: Slate. Flashing: Sidewall Flash to match roof colour. (Slate) Aluminium window: 50 x 50 x3mm SHS post between Aluminium window. Timber slatted ceiling to be fixed to underside of roof structure Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting, with a ceiling for downwards heat-flow when used with minimum 15mm airspace. Timber Roof Rafters: 152x50mm SA Pine Timber rafters spacing according to specialist, with 38 x 38mm SA Pine Timber Battens. 540 3855 Top of Beam Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with Weep holes: Open perpends 900mm intervals to form weepholes Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorplus® Slate topcoat and Shadow Grey backing coat roof sheeting, fixed to 76 x 50 treated SA Pine intermediate timber purlins at max. Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting, with a ceiling for downwards heat-flow when used with minimum 15mm airspace. Insulation: Isotherm 75mm thick thermally bonded polyester thermal insulation (Density: 10 kg/m³), complying with SANS1381-1:2013, laid between exposed timber rafters. Ceiling: Plywood subframe painted black 2440 x 1220 x 15mm to be cut to form arch of ceiling for the 38 x 38mm SA PAR pine timber with 10mm spacing to be treated. Colour TBC Timber purlins: 76 x 50 treated SA Pine intermediate timber purlins at max 1200mm centres. Hex Flange Head EPDM Seal self-drilling Type 17 drill point, No. 12-11 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed to first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by GRS approved contractor. DPC: Stepped 375 Micron DPC. Aluminium window: Silicone sealant between window frame and steel beam. Beam: 254 x 146 x 31mm steel beam to be galvanised and powder coated. Colour TBC Drip Cavity closure to be confirmed 195 50 Plaster band: 195mm Plaster band above window. Flashing: Sidewall Flash to match roof colour. (Livid Grey) 50 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING EXISTING COVERAGE HOUSE LE ROUX Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 AS SHOWN 694 WALMER HOUSE LE ROUX PROPOSED ALTERATION & ADDITION ERF 694 WALMER © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 694 1 520 sqm RES 1 WALMER REV 320 sqm ALLOTMENT AREA PERSPECTIVE: NMBM MUNICIPALITY EXISTING FIRST FLOOR AREA EXISTING GROUND FLOOR AREA COVERAGE PERCENTAGE 37.3 sqm 232 sqm 12 sqm 23.5 % ADDITIONAL COVERAGE 37.3 sqm (2.5%) 357.3 sqm TOTAL COVERAGE ADDITIONAL AREA BUILDING LINE REAR BUILDING LINE SIDE BUILDING LINE FRONT 1.5M 1.5M 5M As indicated CS 101 07 11 2022 0147 SM PARTWALL BRAAI AND DETAILS PLASTER BAND DETAIL Scale 1:10 SECTION D-D Scale 1:25 PARTWALL SECTION THROUGH BRAAI Scale 1:10
Concrete Floor: 120mm mesh reinforced concrete surfacebed on 50mm compacted fill with dpm layer beneath slab. Concrete seat: Cast in place 85mm thick concrete seat Concrete Sill: Cast in place 100mm thick concrete sill with drip Aluminium window: weather stepping waterproofing to be confirmed by aluminium manufacturer Cavity wall: concrete cavity infill. Wall ties to be place every 3rd brick course to engineers specifications DPC: 375 Micron stepped dpc. Backfill: Backfill with 150mm layers of selected excavated material V JOINT incliuded to create break in concrete finish 50 to be painted white Concrete Sill: to slope away from threhold to be concrete finish abe dura.®flex with abe®mesh to be applied in strict coherence with manufacturers specification. 410 Ground Floor FFL 1335 Braai Height 2140 Lintel Hieght Braai 2960 U/S Concrete Soffit 3215 Top Concrete 3600 U/S Lintel Slot Window 4780 New Roof Apex Rainwater: Aluminium Gutter 125 x 85mm domestic ogee profile gutter. Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting. Parapet: Roof parapet walls to be finished off with plaster band coping, 85mm thick with 50mm overhang. Fascia board: Fibre cement fascia board 10mm 150mm. Lintels: Fabricated Concrete lintel 105 x 75mm. As per engineers Aluminium window: 50 x 50 x3mm SHS post beyond Aluminium window. DPC: 375 Micron DPC in 50mm cavity. Insulation: Fibrefrax blanket insulation as per Braai Flue: 1200mm x 275 Ø Mild steel Flue pipes. Braai: Mild steel Flue pipe fitting frame. Storm Cowl: Jetmaster 275mm Mild Steel Storm Cowl. Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorbond® Ultra Livid Grey finish topcoat and Shadow Grey backing coat roof sheeting, fixed to76 x 50 treated SA Pine intermediate timber purlins at max. 1200mm centres. Hex Flange Head + EPDM Seal self-drilling Type 17 drill point, No. 12-11 x 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed to first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by a GRS approved contractor. Brand: BlueScope Type of Building: residential Roof Pitch: 20° Climatic Condition: from 400m to 5km of the coast - Zone C4/C5 High Corrosion Risk Roof Profile: Corrugated Material: Clean Colorbond® Ultra Material Gauge: 0.53mm Colour: Livid Grey. Roof: Rubber Closures to be used at end of roof. Concrete: Cast in place Concrete countertop. Weep holes: Open perpends 900mm intervals to form weepholes Cavity wall: Concrete cavity infill. Wall ties to be place every 3rd brick course. Flashing: Roll top ridge flashing to match roof colour. (Livid Grey - AZ200) Flashing: Sidewall Flash to match roof colour. (Livid Grey) Slip joint: As per Engineers Spec. Concrete footing: As per Engineers details. Surface Bed: 120mmthick mesh reinforced concrete slab as per engineers details. Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Insulation: Isotherm 75mm thick thermally bonded polyester thermal insulation (Density: 10 kg/m³), complying with SANS1381-1:2013, laid between exposed timber rafters. R-value: 1.53m².K/W Thermal conductivity: 0,039 W/mK Ceiling: 2440 x 1220 x 15mm Plywood backing treated and stained to be cut to form arch of ceiling for the 32 x 20mm SA PAR pine timber with 10mm spacing to be stain and treated. Colour TBC Aluminium window: Screed to fall weather slope. Insulation: Fibrefrax blanket insulation as per Lintels: Fabricated Concrete lintel 105 x 75mm. As per engineers Beam: 254 x 146 x 31mm steel beam to be galvanised and Timber Roof Truss: 152x50mm SA Pine Timber rafters spaced @ max. 1050mm c/c, with 76 x 50mm SA Pine Timber purlins. All timber used in the rection of the building to be treated against termite, borer attack & Flue Flashing: Heat resistant and waterproof flashing. Flue Flashing: Heat resistant flashing. Plaster band: 150mm Plaster band above window. Aluminium window: Silicone sealant between window frame and concrete. LED Recess: 20 x 20mm LED strip running the full length. Concrete Floor: Mesh reinforced concrete surfacebed on 150mm compacted fill with dpm DPC: 375 Micron stepped dpc. 915 60 60 85 165 670 385 150 255 820 805 85 840 100 720 150 150 130 85 30 01 W3 02 W3 01 W4 Concrete BENCH: Cast in place 85mm thick concrete seat 255 300 1725 100 245 85 350 400 3855 Top of Beam 3 3 3 1250 Concrete footing: As per Engineers details. 4650 2550 3445 30 50 Parapet: Roof parapet walls to be finished off with plaster band coping, 85mm thick with Rainwater: Aluminium Gutter 125 85mm domestic ogee profile gutter. Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting, with ceiling for downwards heat-flow when used with minimum 15mm airspace. Insulation: Isotherm 75mm thick thermally bonded polyester thermal insulation (Density: 10 kg/m³), complying with SANS1381-1:2013, laid between exposed timber rafters. R-value: 1.53m².K/W Thermal conductivity: 0,039 W/mK Ceiling: Plywood subframe painted black 2440 x 1220 15mm to be cut to form arch of ceiling for the 38 x 38mm SA PAR pine timber with 10mm spacing to be treated. Colour TBC Weep holes: Open perpends 900mm intervals to form weepholes Beam: 254 x 146 x 31mm steel beam to be galvanised and powder coated. Colour TBC Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorbond® Ultra Livid Grey finish topcoat and Shadow Grey backing coat roof sheeting, fixed to 76 x 50 treated SA Pine intermediate timber purlins at max. Timber purlins: 76 x 50 treated SA Pine intermediate timber purlins at max 1200mm centres. Hex Flange Head + EPDM Seal self-drilling Type 17 drill point, No. 12-11 x 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed to first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by a GRS approved contractor. Weep holes: Open perpends 900mm intervals to form weepholes Wedge: Coping wedge Cavity wall: 300mm cavity wall with unReinforced concrete cavity infill. Fascia board: Fibre cement fascia board 10mm x 150mm. Flat roof: 150mm thick flat roof with screed to fall towards fullbore DPC: Stepped 375 Micron DPC. DPC: Stepped 375 Micron DPC. 190 35 Concrete ceiling concrete underside to be class off shutter ceiling finish Flashing: Sidewall Flash to match roof colour. (Livid Grey) FLAT ROOF: One layer Derbigum SP4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by `torchfusion` finished with two coats Roofcote bituminous Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Flashing: Sidewall Flash to match roof colour. (Livid Grey) Timber Roof Truss: 152x50mm SA Pine Timber rafters spaced @ max. 1050mm c/c, with 76 x 50mm SA Pine Timber purlins. All timber used in the rection of the building to be treated against termite, borer attack & fungal decay in strict accordance to SANS 10005 Rainwater: Aluminium Gutter 125 x 85mm domestic ogee profile gutter. Fascia board: Fibre cement fascia board 10mm 150mm. Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorplus® Slate finish topcoat and Shadow Grey backing coat roof sheeting, fixed to 76 x 50 treated SA Pine intermediate timber purlins at max. Timber purlins: 76 x 50 treated SA Pine intermediate timber purlins at max 1200mm centres. Hex Flange Head + EPDM Seal self-drilling Type 17 drill point, No. 12-11 x 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed to first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by a GRS approved contractor. Beam: 254 x 146 31mm steel beam to be galvanised and powder coated. Colour TBC Aluminium window: beam above to have drip. Insulation: Isotherm 75mm thick thermally bonded polyester thermal insulation (Density: 10 kg/m³), complying with SANS1381-1:2013, laid between exposed timber rafters. Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting. Ceiling: 2440 x 1220 15mm Plywood backing treated and stained to be cut to form arch of ceiling for the 32 20mm PAR SA pine timber with 10mm spacing to be stain and treated. Colour TBC Aluminium window: screed to fall waterproofin to be confirmed with manufacturer. 50 LED Recess: 23 x 8mm LED strip running the full length. 40 drip. Flue: STAINLESS STEEL Flue Pipe – 200mm Diameter, Single Wall For Large Pizza Insulation: Fibrefrax blanket insulation as per specialist spec. Concrete: Cast in place Concrete PIZZA OVEN: Bellissmo off the shelve Pizza Oven 1000 X 1100mm – Internal Diameter 900mm to manufacturers specifications Brick facade: flush joint brick Plaster: 15mm thick plaster 200 50 140 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING EXISTING COVERAGE HOUSE LE ROUX Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 AS SHOWN 694 WALMER HOUSE LE ROUX PROPOSED ALTERATION & ADDITION ERF 694 WALMER © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 694 1 520 sqm RES 1 WALMER REV 320 sqm ALLOTMENT AREA PERSPECTIVE: NMBM MUNICIPALITY EXISTING FIRST FLOOR AREA EXISTING GROUND FLOOR AREA COVERAGE PERCENTAGE 37.3 sqm 232 sqm 12 sqm 23.5 % ADDITIONAL COVERAGE 37.3 sqm (2.5%) 357.3 sqm TOTAL COVERAGE ADDITIONAL AREA BUILDING LINE REAR BUILDING LINE SIDE BUILDING LINE FRONT 1.5M 1.5M 5M As indicated CS 102 07 11 2022 0147 SM SECTIONS AND DETAILS SECTION C-C Scale 1:25 CONCRETE SEAT DETAIL Scale 1:10 PIZZA OVEN DETAIL Scale 1:10 CONCRETE FLAT ROOF DETAIL Scale 1:10 ROOF EAVES DETAIL Scale 1:10
x410 Ground Floor FFL NGL 1335 Braai Height 2140 Lintel Hieght of Braai 2960 U/S Concrete Soffit 3215 Top of Concrete 3600 U/S Lintel Slot Window 4780 New Roof Apex 1180 385 255 820 805 925 01 D2 02 W3 01 W1 RDP Rainwater: Stainless steel pipe (75mm Ø) with welded stainless steel tab to support galvanized chain. Rainwater: 75x50mm fluted rectangular domestic aluminium down pipes. Braai Flue: 1200mm x 275 Ø Mild steel Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Plaster band: 150mm Plaster band above window. Plaster band: 190mm Plaster band above window. Rainwater: Aluminium Gutter 125 85mm domestic ogee profile gutter. Storm Cowl: Stainless steel COWL For Chimney Pipe – 200mm Diameter, Single Wall For Large Storm Cowl: Jetmaster 275mm Mild Steel Storm Cowl. Flue: STAINLESS STEEL Flue Pipe – 200mm Diameter, Single Wall For Large Pizza Oven 3855 Top of Beam W4 01 2555 3920 4565 410 Ground Floor FFL 2568 U/S Lintel Height NGL NGL 1335 Braai Height 2140 Lintel Hieght of Braai 2960 U/S Concrete Soffit 3215 Top of Concrete 3600 U/S Lintel Slot Window 4780 New Roof Apex 01 D1 01 W5 Rainwater: 75x50mm fluted rectangular domestic aluminium down pipes. Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Braai Flue: 1200mm 275 Ø Mild steel Flue pipes. Storm Cowl: Jetmaster 275mm Mild Steel Plaster band: 165mm Plaster band above window. Rainwater: Stainless steel pipe (75mm Ø) with welded stainless steel tab to support galvanized chain. 3855 Top of Beam 2555 3920 4650 3445 x 410 Ground Floor FFL 2568 U/S Lintel Height NGL NGL 01 W2 01 W3 x 1335 Braai Height x 2140 Lintel Hieght of Braai x 2960 U/S Concrete Soffit x 3215 Top of Concrete x 3600 U/S Lintel Slot Window x 4780 New Roof Apex 1180 385 250 400 425 805 925 RDP Rainwater: 75x50mm fluted rectangular domestic aluminium Braai Flue: 1200mm 275 Ø Mild steel Flue pipes. Storm Cowl: Jetmaster 275mm Mild Steel Storm Cowl. Parapet: Roof parapet walls to be finished off with a plaster band coping, Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Plaster band: 150mm Plaster band Rainwater: Aluminium Gutter 125 x 85mm domestic ogee profile gutter. HEAT Storm Cowl: Stainless steel COWL For Chimney Pipe – 200mm Diameter, Single Wall For Large Pizza Oven Flue: STAINLESS STEEL Flue Pipe – 200mm Diameter, Single Wall For Large Pizza Oven x 3855 Top of Beam 1140 1140 Aluminium window: 50 x 50 x3mm SHS post between Aluminium window top plates to be skimmed & plastered for a smooth finish, bottom plates to be counter sunk. 01 W6 Flue Flashing: Heat resistant and waterproof flashing. Flue Flashing: Heat resistant and waterproof flashing. 410 Ground Floor FFL 2568 U/S Lintel Height 1767 Front Boundary Wall 01 D2 02 W3 27 m² New Braai Area New concrete floor finish TBC Timber slatted ceiling to be fixed to underside of roof structure 1335 Braai Height 2140 Lintel Hieght Braai 2960 U/S Concrete Soffit 3215 Top Concrete 3600 U/S Lintel Slot Window 4780 New Roof Apex 1180 385 255 395 425 375 430 925 Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting, with a ceiling for downwards heat-flow when used with minimum 15mm Aluminium window: 50 x 50 x3mm SHS post between Aluminium window top plates to be skimmed & plastered for a smooth finish, bottom plates to be counter sunk. DPC: 375 Micron DPC in cavity. Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorplus® slate finish topcoat and Shadow Grey backing coat roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using Hex Flange Head + EPDM Seal self-drilling Type 17 drill point, No. 12-11 x 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed to first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by a GRS approved contractor. Brand: BlueScope Type of Building: residential Roof Pitch: 20° Climatic Condition: from 400m to 5km of the coast - Zone C4/C5 High Corrosion Risk Roof Profile: Corrugated Material: Clean Colorbond® Ultra Material Gauge: 0.53mm Colour: Slate. Concrete: Cast in place Concrete seat. Weep holes: Open perpends 900mm intervals to form weepholes Cavity wall: Un-Reinforced concrete cavity infill. Flashing: Roll top ridge flashing to match roof colour. (Livid Grey) Flashing: Sidewall Flash to match roof colour. (Livid Grey) Concrete footing: As per Engineers details. Surface Bed: 120mm rthick mesh reinforced concrete slab as per engineers details. Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Insulation: Isotherm 75mm thick thermally bonded polyester thermal insulation (Density: 10 kg/m³), complying with SANS1381-1:2013, laid between exposed timber rafters. Ceiling: Plywood subframe painted black 2440 x 1220 x 15mm to be cut to form arch of ceiling for the 38 x 38mm SA PAR pine timber with 10mm spacing to be treated. Colour TBC Aluminium Sliding door: Weather step. Beam: 254 x 146 x 31mm Beam Colour TBC Timber Roof Rafters: 152x50mm SA Pine Timber rafters spacing according to specialist, with 38 x 38mm SA Pine Timber Plaster band: 165mm Plaster band above window. Aluminium window: Silicone sealant between window frame and steel beam. 01 W5 01 D1 Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. DPC: 375 Micron DPC in Weep holes: Open perpends 900mm intervals to form weepholes DPC: 375 Micron DPC under new 330 450 3855 Top of Beam 540 9 9 4565 2555 FLAT ROOF: One layer Derbigum SP4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by `torchfusion` finished with two coats Roofcote bituminous SAFETY GLASS W1 01 hot water cold water feed heat pump hot storage tanks geyser installation to comply with sans 10254 7.4kw heat pump installation to comply with sans 10254 power by isolator switch 15 amp circuit breaker by others min -value of hot water pipe insulation 1.0 sans 204(4.5.2) h c c h heat pump to 100litre geyser diffuser c 25∅ 22∅ 22∅ 22∅ 22∅ 22∅ 22∅ 22∅ Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING EXISTING COVERAGE HOUSE LE ROUX Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 AS SHOWN 694 WALMER HOUSE LE ROUX PROPOSED ALTERATION & ADDITION ERF 694 WALMER © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 694 1 520 sqm RES 1 WALMER REV 320 sqm ALLOTMENT AREA PERSPECTIVE: NMBM MUNICIPALITY EXISTING FIRST FLOOR AREA EXISTING GROUND FLOOR AREA COVERAGE PERCENTAGE 37.3 sqm 232 sqm 12 sqm 23.5 % ADDITIONAL COVERAGE 37.3 sqm (2.5%) 357.3 sqm TOTAL COVERAGE ADDITIONAL AREA BUILDING LINE REAR BUILDING LINE SIDE BUILDING LINE FRONT 1.5M 1.5M 5M As indicated CS 103 07 11 2022 0147 SM ELEVATIONS AND SECTION WEST ELEVATION Scale 1:50 SOUTH ELEVATION Scale 1:50 EAST ELEVATION Scale 1:50 SECTION A-A Scale 1:25 GYSER DIAGRAM Scale 1:100
410 Ground Floor FFL 40 5 145 280 Rainwater: Aluminium Gutter 125 x 85mm domestic ogee profile gutter. Sisalation: Sisalation 405 residential R-Value: 1.30 for under Sheeting. Parapet: Roof parapet walls to be finished off with plaster band coping, 85mm thick with 50mm overhang. 85 Fascia board: Fibre cement fascia board 10mm x 150mm. Lintels: Fabricated Concrete lintel 105 x 75mm. As per engineers 01 W3 Aluminium window: 50 50 x3mm SHS post beyond Aluminium window. DPC: 375 Micron DPC in 50mm cavity. Flue: STAINLESS STEEL Flue Pipe – 200mm Diameter, Single Wall For Large Pizza Storm Cowl: Stainless steel COWL For Chimney Pipe – 200mm Diameter, Single Wall For Large Pizza Oven Roof sheeting: Global Roofing Solutions 0.53mm thick 762mm cover Corrugated profile Ultra AZ200 spelter G550 Clean Colorplus® slate finish topcoat and Shadow Grey backing coat roof sheeting, fixed to 76 x 50 treated SA Pine intermediate timber purlins at max. 1200mm centres. Hex Flange Head + EPDM Seal self-drilling Type 17 drill point, No. 12-11 x 65mm long fasteners (fastener lengths may vary depending on the insulation used or requirements). Purlin fixed o first, fourth and eighth crest of each sheet and at all crests at sheet ends, all following the manufacturer`s specifications by a GRS approved contractor. Brand: BlueScope Type of Building: residential Roof Pitch: 20° Climatic Condition: from 400m to 5km of the coast - Zone C4/C5 High Corrosion Risk Roof Profile: Corrugated Material: Clean Colorbond® Ultra Material Gauge: 0.53mm Colour: slate. Roof: Rubber Closures to be used at end of roof. PIZZA OVEN: Large Pizza Oven 1000 X 1100mm With Brick Façade – Internal pizz a 27 m² New Braai Area Concrete: Cast in place Concrete 02 W3 Weep holes: Open perpends 900mm intervals to form Cavity wall: Un-Reinforced concrete cavity infill. Wall ties to be place every 3rd brick Flashing: Roll top ridge flashing to match roof colour. (Livid Grey - AZ200) Flashing: Sidewall Flash to match roof colour. (Livid Grey) 670 915 85 165 Slip joint: As per Engineers Spec. Concrete footing: As per Engineers details. 01 D2 Parapet: Roof parapet walls to be finished off with a plaster band coping, 85mm thick with 50mm overhang. Insulation: Isotherm 75mm thick thermally bonded polyester thermal insulation (Density: 10 kg/m³), complying with SANS1381-1:2013, laid between exposed timber rafters. R-value: 1.53m².K/W Thermal conductivity: 0,039 W/mK Ceiling: 2440 1220 15mm Plywood backing treated and stained to be cut to form arch of ceiling for the 32 20mm SA PAR pine timber with 10mm spacing to be stain and treated. Colour TBC 1335 Braai Height 2140 Lintel Hieght of Braai 2960 U/S Concrete Soffit 3215 Top of Concrete 3600 U/S Lintel Slot Window 4780 New Roof Apex 1180 385 255 820 805 925 Aluminium Sliding door: Beam: 254 146 x 31mm steel beam to be galvanised and Timber Roof Truss: 152x50mm SA Pine Timber rafters spaced @ max. 1050mm c/c, with 76 x 50mm SA Pine Timber purlins. All timber used in the erection of the building to be treated against termite, borer attack & fungal decay in strict accordance to SANS 10005 Flue Flashing: Heat resistant and waterproof flashing. Flue Flashing: Heat resistant flashing. Aluminium window: screed to fall waterproofin to be confirmed with manufacturer. 100 LED Recess: 23 x 8mm LED strip running the full length. Concrete Floor: Mesh reinforced concrete surfacebed on 150mm compacted fill with dpm layer beneath slab. DPC: 375 Micron stepped 385 30 60 60 255 820 580 200 25 165 760 3855 Top of Beam Insulation: Fibrefrax blanket insulation as per Surface Bed: 120mmthick mesh reinforced concrete slab as per engineers details. Concrete footing: As per Engineers details. 20 2550 555 2890 4370 30 2880mm x 2550mm Braai Area ALL DIMENSIONS TO BE CONFIRMED ON SITESCALE 1:25 Cavity sliding Door Powder Coated Aluminium -Black D1 QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: FFL U/S LINTEL HEIGHT 2550 SAFETY GLASS 1050 1500 HANDLE FIXED POSITION SAFETY GLASS WALL CAVITY WALL CAVITY D2 1 3785mm x 2550mm Braai Area ALL DIMENSIONS TO BE CONFIRMED ON SITE Sliding Door Powder Coated Aluminium - Black QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: FFL U/S LINTEL HEIGHT 2100 450 2550 SAFETY GLASS SAFETY GLASS SAFETY GLASS SAFETY GLASS SAFETY GLASS SAFETY GLASS 3785 W1 2550 x 900mm ALL DIMENSIONS TO BE CONFIRMED ON SITE Top hung Powder Coated Aluminium - Black QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: FFL U/S LINTEL HEIGHT 2045mm x 900mm Kitchen Area ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: FFL U/S LINTEL HEIGHT W2 SCALE 1:25SCALE 1:25SCALE 1:25 2 6305mm x 385mm Braai Fixed Powder Coated Aluminium -Black QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: Braai Area U/S LINTEL HEIGHT U/S WINDOW HEIGHT 385 6305 1 2245mm x 1765mm Braai Stacking Powder Coated Aluminium - Black QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: W3 W4 SAFETY GLASS SAFETY GLASS U/S LINTEL HEIGHT 1 3625mm x 350mm Scullery area Top Hung Powder Coated Aluminium - Black QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: U/S LINTEL HEIGHT U/S WINDOW HEIGHT W6 350 1 2880mm x 495mm Braai area QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: W5 1 360mm x 2550mm Scullery Fixed QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: W7 U/S CONCRETE SOFFIT FFL GROUND FLOOR 2550 U/S CONCRETE SOFFIT TOP SILL U/S LINTEL 360 Scale 1:25 All dimensions to be checked Scale 1:25 All dimensions to be checked Scale 1:25 All dimensions to be checked Scale 1:25 All dimensions to be checked All dimensions to be checked 1 900mm x 2550mmSide Hung Door Scullery Powder Coated Aluminium - Black QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: D3 U/S CONCRETE SOFFIT FFL GROUND FLOOR Scale 1:25 All dimensions to be checked 2550 U/S LINTEL HEIGHT Powder Coated Aluminium - Black Side hung Timber -Or Swartland alternative (TBC) Fixed Powder Coated Aluminium - Black TOP SILL 1200 900 450 2045 835 40 570 40 570 80 410 900 TOP SILL 1765 2245 1765 50 x 50mm SHS posts in between windows 2880 3625 195 300 495 600 2425 600 Clear single low E Safety Glazing 900 Opening size 2880 Confirm Sill Height on Joinery THRESHOLD WATERPROOFING TO BE CONFIRMED WITH ALUMINIUM MANUFACTURER AND ARCHITECT. WINDOW AND DOOR SIZES TO BE CONFIRMED ON SITE BEFORE ORDERING. SAFETY GLASS 2550 835 40 570 40 570 80 410 900 SAFETY GLASS Clear single low E Safety GlazingClear single low E Safety Glazing Clear single low E Safety Glazing Clear single low E Safety Glazing Clear single low E Safety GlazingClear single low E Safety Glazing Clear single low E Safety Glazing Clear single low E Safety Glazing 850 2550 HANDLE FIXED POSITION 1050 1500 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING EXISTING COVERAGE HOUSE LE ROUX Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 AS SHOWN 694 WALMER HOUSE LE ROUX PROPOSED ALTERATION & ADDITION ERF 694 WALMER © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 694 1 520 sqm RES 1 WALMER REV 320 sqm ALLOTMENT AREA PERSPECTIVE: NMBM MUNICIPALITY EXISTING FIRST FLOOR AREA EXISTING GROUND FLOOR AREA COVERAGE PERCENTAGE 37.3 sqm 232 sqm 12 sqm 23.5 % ADDITIONAL COVERAGE 37.3 sqm (2.5%) 357.3 sqm TOTAL COVERAGE ADDITIONAL AREA BUILDING LINE REAR BUILDING LINE SIDE BUILDING LINE FRONT 1.5M 1.5M 5M 1 25 CS 104 07 11 2022 0147 SM DOOR AND WINDOW SCHEDULES & SECTION SECTION B-B Scale 1:25
5MBUILDINGLINE
UP UP 6 5 4 3 2 1 Boundary Walls Note for aesthetics: Height of boundary wall on front to line up with lintel height to be perceived as entryway into house. Boundary Walls Note for aesthetics: Second Yard to screen rainwater tanks Height 2m-2.4m from NGL. Height at start of steps 1.040m high. Boundary wall to act as balustrade at steps section. Domestic Bathroom 5.3m2 Extended Double Garage 52m2 Tank Yard 11m² Planter Box 3 x 2000L ECO TANK Workshop 9.7m2 Duct Duct Golf Cart Entrance Walkway 8.5m2 4800 11550 1465 2015 LINE OF SLAB OVERHEAD LINE OF SLAB OVERHEAD N 2M BUILDING LINE
Nutec Cladded duct Painted to match wal 340 5395 18745 6805 12145 6315 270117511195 Fire wall to NBR Fire door to NBR 150mm risers 300mm treads stairs to NBR Fire wall to NBR 4800 Vehicle Access A Garagedoorstocomplywithsans10400 PartTsection4,9,3 a,b,c) 10mm minumum step to garage 151200 200X200MM COBLE STONE PAVING TO FALL LINE OF SLAB OVERHEAD LINTOLS AND BEAMS OVER TO ENG'S DETAIL Gulley DB BOARD. & INVERTOR POSITION 1 2 345678 9 395 6415424527010352706315 01 W01 01 D01 01 D02 01 D04 01 W03 10 CW CW 6560 4800 745 205270 2704800 190485 340 340 58803401195270 8030 2.4mm high gate to NBR B 8495 S.O.P 3480 3335 S.O.P dim S.O.P dim 2440 1105
1035 pedestrian access 200X200MM COBLE STONE PAVING TO FALL RWDP 200X200MM COBLE STONE PAVING TO FALL TAP Drainage encased in soffit Concrete WHB WC Tiles Drainage encased soffit Retaining wall and sub-soil drainage asper engineers detail. UP Area to be Landscaped 110mm ⌀ uPvc sewer pipe, minimum fall 1:40 and 450mm under n.g.l 40mm ⌀ uPvc waste water pipe layed under concrete bed. Sill height of wall to be 1275mm with accessible sill above Concrete Slope Slope G04 01 RE 2 1E 2 1E 3 1E 5 RE 4 SS & VP 1E 4 RE 5 DRAINAGE TO BE PROTECTED AS PER SANS 10400 PART P 150 250 2000 RE 3 Garbage diposal G05 01 350 510mm downstand beam to engineers specifications 350 X 510mm downstand beam to engineers specifications 340 11550210 1075 2130404536151235 RE 6 LINE OF SLAB OVERHEAD CW HW RAINWATER TO BE COLLECTED IN WATER STORAGE TANKS TANKS TO RECIEVE A LOUVERED TIMBER CANOPY OVERHEAD 01 W02 900 600300 bic 2925 900 600 110 1415 2865 1035 SHOWER 925 2201720 3025 1102815 450 805 110 805 CW HW Tiles new workshop wall indicated in yellow to be built at a later date. Thicken slab to 200m deep and 400mm wide, add 193 mesh for this section as per Eng. specification 605 1260 03 D03 06 D10 01 W17 220 900 820 W17 425 900mm @ 2380mm lintel height W02 425 x 2130mm @ 2380mm lintel height W01 425 x 3600mm @ 2380mm lintel height 5825 1480 1E 2 Gas bottles position and installation by specialist Lockable steel gate according to SANS 10400 standards Gas pipe line from gas bottles to gas stove (SANS 10087/1) Installed to specialist details and specifications to NBR TYPE @ 1650MM AFFL TYPEC @1650MMAFFL TYPE @ 1650MM AFFL TYPE @ 1650MM AFFL TYPE @ 1650MM AFFL FOR LIGHTING ON BOUNDARY WALL. ALL TO CONFIRMED TYPE BELOW PAVING. DETAIL TBC. 5000mmBuildingLine 2000mm Building Line 2000mm Building Line 4000mmBuildingLine 25180mmBoundaryLine 40 100mm Boundary Line
38 000mm Boundary Line ERF1014 ERF1016 ROOF PITCH 5° ROOFPITCH5° N ERF1334 14455 1.8m Boundary wall 1.8m to 2.5m high boundry wall 8960 9090 ContouredplantertobeplantedwithCycads. OutdoorDecking Grass area Drying Yard Patiotoremainopenasper buildingplan No part of structure/foundation shall surpass site boundry line No part of structure/foundation shall surpass site boundry line 5955 VEHICLULARACCESS HERALDSBAY ERF1015 NOSTREETFURNITURE AFFECTED DRIVEWAY FALL AS PER ENGINEER'S SPECIFICATION STORMWATER MANAGEMENT AS PER ENGINEER'S SPECIFICATION CONTOUREDLANDSCAPINGINTHISAREA RAINWATER TO BE COLLECTED IN WATER STORAGE TANKS TANKS TO RECIEVE A LOUVERED TIMBER CANOPY OVERHEAD 1850 1790 1.8m high gate to NRB 1.8mhighgate toNRB RWDP RWDP RWDP NEWDWELLING ERF1015 SLOPE SLOPE Concreteflatroofbelow pitchedroofasper sections Concreteflatroofbelowpitched roofasper sectionswithClean CrushedStonepebblesnot exceeding19-25mmplacedontop ofconcreteroofslab,TBC. Garapa OutdoorDecking Garapa 6230 Paved Area to be lanndscaped D 1.3m to 2.4m Boundary wall1.6m to 2.4m Boundary wall Referto basementplan forSOP PEDESTRIAN ACCESS DOVEGREYPOWDER-COATEDALUMINIUM WATERTITEOGEEGUTTERS,125MMX85MM DOMESTICOGEEWITHRECTANGULARDOWNPIPES DOVEGREYKLIP-LOKROOF SHEETING FIXEDTO76X50 TREATEDSAPINEINTERMEDIATE TIMBERPURLINSATMAX.1200MM CENTRESFIXEDINTIMBERTRUSSES TOENGINEERSSPECIFICATION. DOVE GREY KLIP-LOK ROOF SHEETING FIXED TO 76 X 50 TREATED SA PINE INTERMEDIATE TIMBER PURLINS AT MAX. 1200MM CENTRES FIXED IN TIMBER TRUSSES TO ENGINEERS SPECIFICATION. 151000 150500 151500 152000 152500 153000 153500 152500 152000 151500 151000 153500 153000 A B C DRAINAGE TO BE PROTECTED AS PER SANS 10400 PART P 3855 2000 4000 2000 P1-P3 PIPE INDICTED AS PER INTERNALSERVICES LAYOUT DRAWING NO. G4419-124 Concrete flat roof below pitched roof as per sections with Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. Concrete flat roof below pitched roof as per sections with Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. Solarpanelstobelaid (installedbyspecialist)on flatrooftoengspecificationsto assistgeyser Garbage disposal MH TO EX. ESTATE SEWER CONNECTION RE 2 1E 2 1E 3 1E 5 RE 4 1E 4 RE 5 RE 3 RE 6 1E 6 1E 7 RE RE 1IE 2 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% As indicated 5/28/2023 6:29:32 PM C100-00 2023/05/17 0170 CONSTR. SM Site Plan & Ground Floor Plan 1015Oubaai Lategan House Lategan Checker Oubaai 1015 Ground Floor Scale 1:50 Site Plan Scale 1:200 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 ALL HOT WATER PIPING IS TO BE INSULATED WITH A MINIMUM OF 21MM NITRILE RUBBER (ARMAFLEX) INSULATION OR EQUAL APPROVED TO ACHIEVE AN R-VALUE OF 1.0 M2K/WAND HOT WATER STORAGE TO SANS151 AND CLASS B PERFORMANCE. NumberDescriptionDate 1Reconfiguration of Workshop and Bathroom14/03/2023 2Gas bottle position and gas geyser installation 27/03/2023
7554885
17730mmBoundaryLine
1.8mto2.5mHighBoundary
5780230
1.3mto1.8mHighBoundary
AluminiumandSlidingLouvreusedfor privacyfromneighbouringproperties whenNorthDeckinuse.
PLANTEDGARDEN(approvedtrees&planting)
UP UP 7654321 4380 33015009001500 1200520 530 1565 1145 5480 665270 6001360 600 915 1100 1103050 110 1110 4503135 11902302460230 1325 Boundary Walls Note for aesthetics: Height of boundary wall on front to line up with lintel height to be perceived as entryway into house. Boundary Walls Note for aesthetics: Second Yard to screen rainwater tanks Height 2m-2.4m from NGL. Height at start of steps 1.040m high. Boundary wall to act as balustrade at steps section. Boundary Walls Note for aesthetics: Drying Yard used for laundry. Height 2.2m-2.7m from NGL(Neighbouring site). The Internal height of the courtyard is 1.8m high. Braai Room 23m2 Bedroom 03 14m2 Bedroom 02 14m2 Main Bedroom 20m Dressing 10m2 En-suite 02 5m Hallway 9m2 Main Bathroom 9m2 En-suite 03 5m2 Wc Room 2m2 Duct Entry Foyer/ Hallway 20m2 OutdoorDeck01 38m2 Outdoor Deck 02 26m2 Scullery Laundry 16m2 Kitchen 19m2 DiningRoom 10m2 LivingRoom 28m2 Drying Yard 11m2 Tank Yard 11m2 TVUNITwith Fireplace Planter Box
wall
wall
WC WHB WC WHB SHR WC WHB WC SHR WHB WHB BATH SINK FR FRZ STOVE STATIONCOFFEE WM DW 1.2M OVERHEAD SLAB LINE COFFEE COUNTER WITH DAM VIEWS
Grass area 70m2 benchseating 800 950900650890 900650620 PREP 3x 2000L raintwater tanks 27011902302460230306023010352702280220289527071802706970 212807785 1565 9002160 1920 5306010 230 300 270 4110 110 990 530 22265 7715 14550 1625 4470162029901140330582527901475 1625 2704200135027084021502708703301205202586533041901501325 14235 0 1810 6540 530 5480 530 530
13740 10200 1500 2201820 270 1550270 1180 2702940220 6770270 920 4500 1820 2960 1720 950 870 1765 150 1870 2020 150 1265 710 1050 R2240 15009001500330 Steel beam above to engineers specifications. 1m high glass balustrade to SANS and to nbr. 505 R475 1.8mhigh gatetoNRB 1.8m high gate to NRB Nopartofstructure/foundationshallsurpasssite boundryline No part of structure/foundation shall surpass site boundry line W10 01 Above Above Aluminium frame swing vertical Louvres used for privacy L01 01 L01 02 N PATIOToremainopen asperbuildingplan G GULLY BELOW A A D D B B Concreteslababove toengineers specifications. Steelbeamaboveto engineers specifications. Steelbeamaboveto engineersspecifications. Steel beam above to engineers specifications. 2750 1600 650 Tiles X 154055 Laminate timber X 154055 R2240 150mm risers 300mmm treads stairs to NBR 1234567891011121314 1234 aircon pos. Kiwotgas gyser 01 W06 02 W06 01 W07 01 D06 01 W08 01 W5 01 W11 Above 01 W13 02 D09 01 D11 01 D12 01 D10 01 D03 02 D03 79° 01 L02 To remain open as per building plan 1210 1501590150 655 150505 270312027040038201210 122040020404005030 No part of structure/foundation shall surpass site boundry line 150 3550 Study 4m2 1690246048251800700180064101590150548901390 6230 9090 1.8m high gate to NRB 01 W05 W16 01 Above W15 01 Above 04 D10 CW HW 15mm CW CW CW HW CW CW HW HW CW CW 01 D07 02 D07 Slope Slope 2940 1600 530 27013651200220 Column to engineer specification. CW RWDP RWDP RWDP Fireplaceto NBR LP GAS: MAX 38KG ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF THE COMMUNITY FIRE SAFETY BY-LAW LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATION UNDER BUILDING WORK MUST BE INSTALLED IN TERMS OF PART P OF SANS 10400(4.19.4). SANITARY FITTINGS DISCHARGING TO GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATIONS IN THE BUILDING WITH SANS 10400 PART P.ROTECTED IN TERMS OF SANS 10400 (4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BE ENCLOSED WITHIN ADUXT AND TO BE OF A SHAPE AND SIZE READILY ACCESSE FOR CLEANING IN TERMS OF SANS 10400 PART P, 4,18.2. (P1) GAS INSTALLATION - CONTAINERS SHALL BE AT LEAST: 1M AWAY FROM ANY WINDOW AND OPENING INTO A BUILDING. 2M AWAY FROM ANY DRAIN, PIT OR MANHOLE. 3M AWAY FROM THE PROPERTY BOUNDARY UNLESS ITS UP A AGAINST A FIREWALL. THEN ITS REDUCED TO 1M. FIRE WALL =220MM WALL. NON-FIRE WALL = 110MM WALL. 5M AWAY FROM A SWITCHABLE ELECTRICAL POINT I.E. PLUG SOCKET, INLINE POWER ISOLATOR, AIRCON UNITS, POOL PUMPS, WATER PUMPS ETC. NOTE, A WALL LIGHT ONLY NEEDS TO BE 1.5M TO THE LEFT/RIGHT OF THE BOTTLES, OR 1.5M ABOVE THE BOTTLES. ALL REQUIREMENTS ARE TO CONFORM TO SANS 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993). MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE. RWDP BIC. BIC. BIC. 40mm ⌀ uPvc waste water pipe layed under concrete bed. 110mm ⌀ uPvc sewer pipe, minimum fall 1:40 and 450mm under n.g.l Frameless shower panel To pipe below BIC. BIC. Tiles Tiles Laminate timber Tiles Sill height of wall to be 1200mm Sill height of wall to be 1200mm with accessible sill above Slope Slope Garapa Garapa built-in braai/gas combo BIC. UP UP 1m high balustrade wall to SANS and to NBR. Tiles Paving TAP Lockable steel gate according to SANS 10400 standards BIC BIC. Tiles Tiles Tilestbc BIC. 230mm wall Concreteplinthdetail TBC X 153345 D08 01 W12 02 W12 01 Slope Slope Tiles Area to be Landscaped below (P1) GAS INSTALLATION Gas geysers to be installed in duct CW TD G02 01 G03 01 G03 02 MH TO EX. ESTATE SEWER CONNECTION X 18 025 Tiles Laminate timber Balcony 11m Tiles X 154000 X 153345 Tiles Tiles Laminate timber Tiles Gas pipe line from gas bottles to gas stove (SANS 10087/1) Installed to specialist details and specificationsto NBR firewall 85198511090011012501101265 110 900 Line of conrete soffit above Lineofconretesofitabove Garbage disposal G05 01 Balcony 5m Tiles 154000 Balcony 4m Tiles X 154000 02 D10 BIN 600 Stoep 19m Tiles X 153290 Stoep 14m Tiles X 153290 Weatherstep 4001770 01 W4 CW HW HW CW CW HW HW CW 01 W14 02 W14 03 D10 1250 BIC. PLANTED GARDEN (approved trees & planti ng) 270650 4500 2025 1800 1550 110 530990 1102901800 360 900765 300300 270289522013109001375 CW 570 Frameless shower panel CW SHR Frameless shower panel CW HW CW SS & VP SS & VP SS & VP RE 2 1E 21E 3 1E 5 RE 1E 4 RE 5 RE 3 RE 6 1E 6 1E 7 RE 7 RE 1 IE 2 Gas bottle position below at entrance duct 1590540 2565 270131523012402302595 lintelover Section 31 Section 31 Section 32 Section 32 allowadditionalgassleeveto islandforfuture lintel over to line up with D10 lintel 270 780 530 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 50 5/28/2023 6:29:35 PM C101-00 2023/05/17 0170 CONSTR. SM First Floor Plan 1015Oubaai Lategan House Lategan Checker Oubaai 1015 First Floor Plan Scale 1:50 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 ALL HOT WATER PIPING IS TO BE INSULATED WITH A MINIMUM OF 21MM NITRILE RUBBER (ARMAFLEX) INSULATION OR EQUAL APPROVED TO ACHIEVE AN R-VALUE OF 1.0 M2K/WAND HOT WATER STORAGE TO SANS151 AND CLASS B PERFORMANCE. NumberDescriptionDate 1Gas bottle position and gas geyser installation 27/03/2023 2FF Electrical09/05/2023 3Duct and cavity door position17/05/2023
UP UP N CONCRETE FLAT ROOF RAKED CEILING TO U/S OF RAFTER SKIMMED CEILING @ 2700mm high SKIMMED CEILING @ 2700mm high SKIMMED CEILING @ 2700mm high SKIMMED CEILING @ 3410mm high SKIMMED CEILING @ 3410mm high SKIMMED CEILING @ 2700mm high RAKED CEIL ING TO U/S OF RAFTER CONCRETE FLAT ROOF 1100MM ROOF OVERHANG ROOF PITCH 5° 1850 RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION 1200MMROOFOVERHANG 1200 ROOF OVERHANG 1100MM ROOF OVERHANG 1200MM ROOF OVERHANG 1100MM ROOF OVERHANG 350MMROOFOVERHANG 1200MM ROOF OVERHANG ALL FLAT ROOF CONCRETE SLABS WATERPROOFING MUST BE PAINTED TO MATCH THE SHEETINGS COLOUR ALL FLATROOF CONCRETESLABS WATERPROOFING MUSTBEPAINTEDTO MATCHTHESHEETINGS COLOUR RWDP RWDP RWDP 188m2 SHEETING ROOF AREA ALUMINIUM GUTTER 125 X 85MM DOMESTIC OGEE PROFILE GUTTER. ALUMINIUMGUTTER 125X85MMDOMESTIC OGEEPROFILEGUTTER. KLIP-LOK ROOF SHEETING FIXED TO 76 X 50 TREATED SA PINE INTERMEDIATE TIMBER PURLINS AT MAX. 1200MM CENTRES FIXED IN TIMBER TRUSSES TO ENGINEERS SPECIFICATION. KLIP-LOKROOFSHEETING FIXEDTO 76X50TREATEDSAPINE INTERMEDIATETIMBERPURLINSAT MAX.1200MMCENTRESFIXEDIN TIMBERTRUSSESTOENGINEERS SPECIFICATION. 131m2 FLAT Roof AREA N 255mm RC slabs with a min 50mm screed over and waterproofing. 50mm Isoboard over this with 19-25mm Clean Crushed Stone pebbles 255mm RC slabs with a min 50mm screed over and waterproofing. 50mm Isoboard over this with 19-25mm Clean Crushed Stone pebbles. 130m2 ROOFCOVERAGE 255mm RC slabs with a min 50mm screed over and waterproofing. 50mm Isoboard over this with 19-25mm Clean Crushed Stone pebbles Klip-Lok 406Zincalume roof sheeting complete with 145mm Isotherm flexible roll insulation with Plasterboard ceiling below. Klip-Lok 406 Zincalume roof sheeting complete with 145mm Isotherm flexible roll insulation with Plasterboard ceiling below. Klip-Lok 406 Zincalume roof sheeting complete with 145mm Isotherm flexible roll insulation with Plasterboard ceiling below. G G bath vp RERE 2IE 2IEIE 5RE Cover Level Invert Level Depth Distance Gradient 1 601 14 968 581 16 839 026 15 813 7938 15 549 2953 1 20 14 475 486 14 961 14 437 493 1 60 244 IE 346 601 60 14 930 14 427 740 14 920 14 416 494 14 910 1 60 14 361 14 864 503 DWWM whb wcbath NGL NGL Cover Level Invert Level Depth Distance Gradient 511 14 369 60 559 13 982 11 100 MH 14 880 14 541 RE 5MH RE 3 60 15 097 14 524 524 1:20 GRADIENT PIPE TO ONLY HOUSE WATER FROM THE SCLLERY DRAINAGE TO BE PROTECTED AS PER SANS 10400 PART P RE 1 60 11 100 655 14 141 14 796 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 100 5/28/2023 6:29:42 PM C102 2023/05/17 0170 CONSTR. SM Roof & Ceiling Plan & Drainage 1015Oubaai Lategan House Lategan Checker Oubaai 1015 ROOF PLAN Scale 1:100 CEILING PLAN Scale 1:100 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 DRAINAGE SECTION 01 Scale 1:100 DRAINAGE SECTION 02 Scale 1:100 NumberDescriptionDate 1FF Electrical09/05/2023 2Duct and cavity door position17/05/2023
BUILDING NOTES
shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil or shrinkable clay or a soil with collapsible fabric. Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement 4 parts of sand and 5 parts of coarse aggregate.
Any continuous strip foundation shall have a thickness of not less than 200 mm: Provided that where the foundation Is laid on solid rock such thickness shall not apply.
(H) ENG. FOUNDATIONS All the foundations to be constructed according to structural Engineers drawings.
(K1) WALLS STRUCTURAL All walls to be plaster and painted clay brick >14mpa (SABS). Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pregalvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR.
(K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps.
(K2) WALLS DPC - Gundle® API
SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR
(L)GUTTERS All Gutters to be powder-coated aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed according to SANS 10400 Part P and NBR.
(LL3) FASCIAS AND BARGE BOARDS All Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.
(L4) CONCRETE FLAT ROOF 255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer. 50mm Isoboard over with Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.
(L5) SISALATION ROOFS Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for the residential market. This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions.
(J1) FLOORS All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part and NBR.
(J2) FLOORS DAMP PROOFING - All ground floor finishes to have a layer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.
(M1) STAIRWAYS All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided that where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.
(M2) BALUSTRADE GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed. Balustrade style: surface mounted. Balustrade to be min. of 1000mm high.
(N1) GLAZING Any material used in the glazing of any building shall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400.
(N2) GLAZING AND VENTALATION The fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations. Air leakage and infiltration to doors and windows is to be restricted as per SANS 613. External doors that serve a habitable room are to have a seal to restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or a fibrous seal.
(P1) DRAINAGE Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4). Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400
Part 1: General All building work must comply with the revised national building regulations SANS 10400 and the standard building lay (1977/REV1989) and the requirement of the local authority.
All building material must be SABS approved or have an agreement certificate
This project must stay with all specifications of this drawing, and for any changes the architect professional must be informed within 30 days. When adding to an existing building a structural engineer must do a rational assessment which should be submitted to the local municipality in writing. The plumber must be registered
Part B: Structure
A structural engineer must be appointed for the complete structure, foundations, ground conditions, walls, all concrete word and the roof. These drawings must be read in conjunction with he engineer’s plans and specifications.
Part C: Dimensions
The architect professional must immediately be informed when any dimensions, height or levels differs from plans.
Part D: Public Safety
A balustrade that complies, must be provide at any change in level that exceeds 1M. Vehicle ramp shall be 1:25, 5M away from street, wheel chair ramps shall be 1.8, 1.2M wide with 150MM kerb. Swimming pool safety must comply with SANS 1390, a wall or fence of min 1.2m must be provided to prevent public from the street to have access to the pool. Self-closing and self-locking mechanism must be provided on pedestrian’s gates (1.2 high with no opening to exceed ?100) or a safety net and warning devises can be provided, to comply with SANS 10134.
Part E: Demolish No building may be demolished prior to applying for permission from the municipality.
Part F: Site operations
Provide protection against termite activity according to SANS 10124. All storm water disposal during construction shall comply with SANS 10400 Part R. A water closet shall be provided on site during construction. The contractor is responsible to make provision for public safety on the construction site. No building rubble may be left on the site, other stands, sidewalks or any other public place, after construction.
Part G Excavations
Excavations (temporary and permanent) must comply see detail 1,2,3
The owner shall be responsible for damage to any existing structure due to excavations on his site. Blasting permitted, see SANS 10400 Part G (PG 6) for minimum distance between existing structures and the blast hole!
Part H: Foundations
Excavations for foundations must be level and the concrete must have a compressive strength of 15 MPA, Mixed at 5:4:0 No Foundation wall may be higher than 1.5m or a structural engineer must be appointed. For any ground conditions, an engineer must be appointed to design the foundations, Geological reports can be obtained from the local authority, if and when not available the municipality may request the owner to provide such a report (Geological Engineer)
Part J: Floors
Any laundry, kitchen and bathroom must have a water resistant floor.
Suspended floors must comply with SANS 10400 B, and T SANS 10082 and not be exposed to the elements. Concrete floor supported on the ground must be 100mm thick, constructed of concrete of 10 MPA and mixed 5:4:1 (as per SANS 2001-CC1) on hard core filling (compacted in 150mm thick layers, while moist) a civil engineer must design any fills where the height of fill beneath the floor exceeds 400 mm
Provide a polyolefin under any membrane of 250. All other concrete slabs must be designed by a structural engineer.
Part K: Walls
The span between roof supporting walls must be 8M max. The height above any opening to the wall plate height may not be less than 400mm (Ceiling height + 2.55mmMin & 3M Max)
The compressive strength of masonry units may not be less than 4 MPA. Masonry units on the lower story of a double storey building may not be less than 10MPA.
Cass II Morter (Mixture of 4:1) to comply with SANS 2001-CM1.
A Concrete floor slab may not span more than 6M. Wall construction must comply within SANS 2001CM1
Lintels must be provided above all openings.
Pre-stressed concrete brick force as per SANS 10400 Park K a structural Engineer must design any opening in a wall that exceeds 2.5M
See detail 6, 7 & 8 for free standing and garden walls.
Provide control joints in concrete slab and walls as per engineer’s specifications.
Provide damp proofing against walls subject to damp from the ground horizontally. Horizontal damp proofing with mastoid or similar must be provided in the wall on UGGL and may not be lower than 150mm above the natural ground level.
151200 Ground Floor Plan 154090 Upper First Floor 153345 First Floor Plan 156490 US Ceiling Ground (slab) EXTENDED DOUBLE GARAGE BEDROOM 02HALLWAY ENTRANCE WALKWAY DUCT D09 02 D03 01 D10 02 5290 6825 5° 8000MM BUILDING HEIGHT RESTRICTIONS SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL. (J1) FLOORS (J2) FLOORS DAMP PROOFING (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS BOUNDARY WALL FOUNDATIONS FOOTINGS ALL CONCRETE FOUNDATION FOOTINGS OF BOUNDARY WALLS TO BE INSIDE BOUDARY LINES OF ERF AS PER ENG. SPEC. (J1) FLOORS WEATHERSTEP (L4) CONCRETE FLATROOFS (L4) CONCRETE FLATROOFS (K1) STRUCTURAL WALLS (K2) WALLS DPC (K1) STRUCTURAL WALLS (K2) WALLS DPC FIRE WALL 270MM BRICK WALL 120MIN FIREWALL BETWEEN HOUSE AND GARAGE BUILT TO UNDERSIDE OF ROOF NGL NGL (K5) WALLS LINTELS BEAMS (L7) SUSPENDED CEILING (L)GUTTERS (L1) PITCHED SINGLE PITCHED ROOFS FIRE WALL 340MM BRICK WALL 120MIN FIREWALL BETWEEN HOUSE AND GARAGE BUILT TO UNDERSIDE OF ROOF (M1) STAIRWAYS 02 W12 02 D07 (L5) SISALATIONS ROOFS (L6) INSULATION ROOFS NO PART OF STRUCTURE/FOUNDATIO N SHALL SURPASS SITE BOUNDRY LINE NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION 340 PATIO TO REMAIN OPEN AS PER BUILDING PLAN 158026 ROOF HEIGHT 2890 4680 3145 155780 U/S of Lintel 20m Carpet 20m2 Tiles 52m2 151200 Concrete 8.5m2 Concrete CHIMNEY TO NBR AND MIN 1M ABOVE ROOF. TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS. 1000 CHIMNEY TO NBR AND MIN 1M ABOVE ROOF. TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS. X 154055 x 151200 Ground Floor Plan x 154090 Upper First Floor x 153345 First Floor Plan x 156490 US Ceiling Ground (slab) 8000MM BUILDING HEIGHT RESTRICTIONS D02 01 D01 01 SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL. (J1) FLOORS (J2) FLOORS DAMP PROOFING (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL. (J1) FLOORS (J2) FLOORS DAMP PROOFING SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL. (J1) FLOORS (J2) FLOORS DAMP PROOFING 6825 2635255 3145 4680 D13 01 EXTENDED DOUBLE GARAGE MAIN BEDROOM BEDROOM 2 BEDROOM 3EN-SUITE 3 EN-SUITE 2 BRAAI ROOMKITCHENENTRY FOYER (L4) CONCRETE FLATROOFS (L4) CONCRETE FLATROOFS (J1) FLOORS. (K1) STRUCTURAL WALLS (K2) WALLS DPC 695 WEATHERSTEP (L1) PITCHED SINGLE PITCHED ROOFS NEW OUTDOOR TIMBER DECKING 01 W11 01 D11 02 D03 340 1000 (L6) INSULATION ROOFS (L5) SISALATIONS ROOFS 01 W07 5° RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION 5290 158026 ROOF HEIGHT GUMPOLE CCA TREATED H4 100MM DIAMETRE 2600 155780 U/S of Lintel (L5) SISALATIONS ROOFS (L5) SISALATIONS ROOFS (L4) CONCRETE FLATROOFS (L)GUTTERS WORKSHOP 20m2 154055 5m Tiles Carpet 14m2 Carpet 14m2 Carpet 14m2 Carpet 23m2 Tiles 20m2 Tiles 19m2 Tiles 3.86m2 52m2 151200 Concrete Concrete Garagedoorstocomplywithsans10400 PartTsection4,9,3 a,b,c) 350 510mm concrete downstand beam to egineers specifications 2435 (L6) INSULATION ROOFS X 153345X 153345 (H1) FOUNDATIONS - All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR. (HH1-2.3) GENERAL FOUNDATIONS Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive
Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (K3) WALLS ROOF FIXING Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. All to Engineers specifications and design. (K10) BALUSTRADE WALLS Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL. (L1) ROOFS 0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications. Roof Pitch: 5° Colour to be "DOVE GREY" To be confirmed Roof Profile: Klip-Lok 406™ Material: AZ150 spelter Zincalume® (L7) CEILINGS SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT
1250
m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg (L6) INSULATION ROOFS 145mm Isotherm flexible roll thermal insulation (Density: 11,5 kg/m³), complying with SANS1381-1:2013, laid over ceiling brandering closely fitted between rafters Climatic Zone 4. R-value: 3.37m².K/W Thermal conductivity: 0,039 W/mK
mm x 40 m (50
(4.21). Drainage
Sans10400 (4.22.2). Discharge pipes located within a building to be enclosed within duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.). Accessible duct to be at least 440mmx220m. Drainage installation
per regulation A2(1)(D) drainage.
A(A8). (P1) GAS INSTALLATION Containers shall be at least: 1m away from any window and open into a building. 2m away from any drain, pit or manhole. 3m away from the property boundry unless its up and against a firewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall. 5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993). MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE. Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% As indicated 5/28/2023 6:29:51 PM C103 2023/05/17 0170 CONSTR. SM Section A-A & B-B 1015Oubaai Lategan House Lategan Checker Oubaai 1015 SECTION A-A Scale 1:100 SECTION B-B Scale 1:100 General Notes:
this building:
installations in the building work must be protected in terms of Part P of
as
Information as per sans Part
Class of occupancy of
H4 Dwelling unit on its own site Population: 2 persons per bedroom
RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 NumberDescriptionDate
of not less than 200 mm: Provided that where the foundation Is laid on solid rock such thickness shall not apply.
(H) ENG. FOUNDATIONS - All the foundations to be constructed according to structural Engineers drawings.
(K1) WALLS STRUCTURAL All walls to be plaster and painted clay brick >14mpa (SABS). Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pregalvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade
SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR
(L)GUTTERS All Gutters to be harcoal powder-coated aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed according to SANS 10400 Part P and NBR.
(LL3) FASCIAS AND BARGE BOARDS All Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.
(L4) CONCRETE FLAT ROOF - 255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer. 50mm Isoboard over with Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.
(L5) SISALATION ROOFS Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for the residential market. This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions.
(J1) FLOORS All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part J and NBR.
(J2) FLOORS DAMP PROOFING All ground floor finishes to have a layer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.
(M1) STAIRWAYS - All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided that where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.
(M2) BALUSTRADE GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed. Balustrade style: surface mounted. Balustrade to be min. of 1000mm high.
(N1) GLAZING Any material used in the glazing of any building shall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section of SABS 0400.
(N2) GLAZING AND VENTALATION The fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations. Air leakage and infiltration to doors and windows is to be restricted as per SANS 613. External doors that serve a habitable room are to have a seal to restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or a fibrous seal.
Part L: Roofs The roof span may not exceed 8M Roof timbers to comply with SABS 563, 653, 976, 1089, 1245 all timber used in the building must be SABS approved, treated against termite and other, according to SANS10005. The timber must also be treated with preservative treatment. Roof fixing to walls with 2 x 2mm galvanised steel wires, 300mm deep for concrete roof tiles and 600mm deep for metal roof sheeting. Complete roof construction as per engineers design,
Part M: Stairways Stairs comply with SANS 10400 Part M Riser to be 200max and the tread to be 250Min. Min2.1M head room
Provided a handrail or balustrade to comply: min 850 and max 1M above the pitch line and opening in the balustrade may exceed Ø100.
Masonry stairways must comply with SANS 2001-CM1, CC1 &2. Timber Stairways to SAN 10400 Part M 4.5
Part S: Facilities for persons with disabilities Not applicable for single dwelling units (H4)
Part T: Fire Protection The wall and or ceiling separating a garage and any habitable room must have a fire resistance as stated in the SANS Part T
A 220 MM Brick wall, called a fire wall is constructed which must be built to the underside of the roof covering and a fire door must be installed between a garage and the house and the door must have a threshhold of not less than 10MM.
Part V Space heating
No Flue pipe or chimney shall be installed to be a fire hazard to adjacent material. No combustible material shall be built within 200 mm of the inside, of a chimney.
The chimney outlet must be 1M above the roof minimum) and 1 M above the top of a window or ventilation opening.
Part W Fire Installation
Not applicable for single dwelling units (H4)
Unless rational design is required from the local unless rational design is required form the local authority. A fire engineer needs to be appoint for this.
Part XA: Energy Usage in buildings
Volume of hot water supply must be calculated 50% of hot water supply not to be from electricity.
Solar water heating must comply with SAND 1307, 10106, 10254 and SANS 10252-1
All hot water pipes must be insulated (R Value =1)
TIMBERS TO COMPLY WITH SANS 10163
Structural timber s to comply with SANS 10163 Timbers and dry walling to comply with SANS 082 Roof timbers to comply with SABS 563, 653 975, 1089, 1245
All timber used in the building must be SABS approved, treated against termite and other, according to SANS 1005. The timber must also be treated with preservative treatment.
(P1) DRAINAGE Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4). Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400 (4.21). Drainage installations in the building work must be protected in terms of Part P of Sans10400 (4.22.2). Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.). Accessible duct to be at least 440mmx220m. Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8).
(P1) GAS INSTALLATION - Containers shall be at least: 1m away from any window and open into a building. 2m away from any drain, pit or manhole. 3m away from the property boundry unless its up and against a firewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall. 5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m
S/T ALL TIMBER USED IN THE ERECTION OF A BUILDING BE TREATED AGAINST TERMITE AND WOOD BORER ATTACK & FUNGAL DECAY IN ACCORDANCE WITH SANS 10005.
NOTES TO OWNER AND CONTRACTOR
No work to commence prior to approval of the drawings by the Local Authority.
No deviations from the Approved plans are allowed and the architectural professional must be informed of any changes,
The contractor must check all levels and dimension prior to commencement of any work.
Any discrepancies must be reported to the Architectural Professional. Do not scale the drawings, if in doubt, ask.
All plumbing and electrical work to be carried out be registered persons, and on completion must provide a certificate of completion and compliance.
The owner is responsible for soil test.
The site must be identified, verified and the building must be set out by a registered land surveyor.
All finishing products (window frames, roof tiles, tiles, cornices etc.) must be approved by the Owner APPOINTED PROFESSIONALprior to ordering and installation. All products must comply with SABS standards.
153345 First Floor Plan 156490 US Ceiling Ground (slab) 8000MM BUILDING HEIGHT RESTRICTIONS 01 L02 SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL. (J1) FLOORS (J2) FLOORS DAMP PROOFING (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS 01 W12 02 W12 01 D07 02 D07 (L1) PITCHED SINGLE PITCHED ROOFS (L4) CONCRETE FLATROOFS (L4) CONCRETE FLATROOFS. (K1) STRUCTURAL WALLS (K2) WALLS DPC 254 X 146 X 31MM STEEL BEAM TO BE GALVANISED AND POWDER COATED TO MATCH ALUMINIUM NEW OUTDOOR TIMBER DECKIG NGL NGL (K5) WALLS LINTELS BEAMS (L)GUTTERS 254 X 146 X 31MM STEEL BEAM TO BE GALVANISED AND POWDER COATED TO MATCH ALUMUNIUM. (J1) FLOORS WEATHERSTEP WEATHERSTEP NEW OUTDOOR TIMBER DECKIG ALUMINIUM SLIDING LOUVRE USED FOR PRIVACY FROM NEIGHBOURING PROPERTIES WHEN NORTH DECK IN USE. CONCRETE SLAB ABOVE TO ENGINEERS SPECIFICATIONS. LIVING ROOM (L5) SISALATIONS ROOFS 5° CHIMNEY TO NBR AND MIN 1M ABOVE ROOF. PATIO TO REMAIN OPEN AS PER BUILDING PLAN RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION x 158026 ROOF HEIGHT 4680 3145 GUMPOLE CCA TREATED H4 100MM DIAMETRE GUMPOLE CCA TREATED H4 100MM DIAMETRE x 155780 U/S of Lintel 28m2 Tiles tbc X 153345 1245 TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS. (L6) INSULATION ROOFS 153345 First Floor Plan 156490 US Ceiling Ground (slab) 01 W11 01 D07 01 W12 01 L02 01 W08 01 W5 01 W10 (J1) FLOORS. SURFACE BED: 170mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL. (J1) FLOORS (J2) FLOORS DAMP PROOFING (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS BOUNDARY WALL FOUNDATIONS FOOTINGS ALL CONCRETE FOUNDATION FOOTINGS OF BOUNDARY WALLS TO BE INSIDE BOUDARY LINES OF ERF AS PER ENG. SPEC. BOUNDARY WALL FOUNDATIONS FOOTINGS ALL CONCRETE FOUNDATION FOOTINGS OF BOUNDARY WALLS TO BE INSIDE BOUDARY LINES OF ERF AS PER ENG. SPEC. (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (L4) CONCRETE FLATROOFS (L4) CONCRETE FLATROOFS (K1) STRUCTURAL WALLS (K2) WALLS DPC (K1) STRUCTURAL WALLS (K2) WALLS DPC 1065230 230 8000MM BUILDING HEIGHT RESTRICTIONS 3145 NGL NGL (L1) PITCHED SINGLE PITCHED ROOFS (K5) WALLS LINTELS BEAMS (K5) WALLS LINTELS BEAMS (K5) WALLS LINTELS BEAMS 340 BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. LIVING ROOM KITCHEN SCULLERY (L5) SISALATIONS ROOFS (L6) INSULATION ROOFS CHIMNEY TO NBR AND MIN 1M ABOVE ROOF. RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE NO PART OF STRUCTURE/F OUNDATION SHALL SURPASS SITE BOUNDRY LINE 1800 158026 ROOF HEIGHT 4680 155780 U/S of Lintel 19m2 Tiles 28m2 Tiles tbc X 153345 16m2 Tiles TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS. (H1) FOUNDATIONS - All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR. (HH1-2.3) GENERAL FOUNDATIONS Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not heaving soil or shrinkable clay or a soil with a collapsible fabric. Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement 4 parts of sand and 5 parts of coarse aggregate. Any continuous strip foundation shall have thickness
2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR. (K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. BUILDING NOTES (K2) WALLS DPC - Gundle®
250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (K3) WALLS ROOF FIXING - Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. All to Engineers specifications and design. (K10) BALUSTRADE WALLS Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL. (L1) ROOFS 0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications. Roof Pitch: 5° Colour to be "DOVE GREY" To be confirmed Roof Profile: Klip-Lok 406™ Material: AZ150 spelter Zincalume® (L7) CEILINGS SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT
API Brickgrip DPC
1250
Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg (L6) INSULATION ROOFS 145mm Isotherm flexible roll thermal insulation (Density: 11,5 kg/m³), complying with SANS1381-1:2013, laid over ceiling brandering closely fitted between rafters in Climatic Zone 4. R-value: 3.37m².K/W Thermal conductivity: 0,039 W/mK
mm x 40 m (50 m2)
to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993). MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE. TYPE B COWL DETAIL Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% As indicated 5/28/2023 6:29:59 PM C104 2023/05/17 0170 CONSTR. SM Section C-C & D-D 1015Oubaai Lategan House Lategan Checker Oubaai 1015 SECTION C-C Scale 1:100 SECTION D-D Scale 1:100
RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 NumberDescriptionDate
(K1) WALLS STRUCTURAL All walls to be plaster and painted clay brick >14mpa (SABS).
Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pre-galvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR.
(K2) WALLS DPC
reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall. 5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400
Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas.
SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993).
151200 Ground Floor Plan 154090 Upper First Floor 153345 First Floor Plan 156490 US Ceiling Ground (slab) 5290 (L4) CONCRETE FLATROOFS NUTEC CLADDED DUCT PAINTED TO MATCH WALL ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER WITH OUBAAICEM FEATURE WALLS (L1) PITCHED SINGLE PITCHED ROOFS 02 W06 01 W06 01 W03 01 W07 01 D06 01 W08 BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. (L)GUTTERS (L)GUTTERS X 2000L ECO TANK RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION 01 W05 RAINWATER NOT TO DISCHARGE ONTO NEIGHNOURING PROPERTY 900450 RWDP RWDPRWDPRWDP 158026 ROOF HEIGHT 6825 4680 3145 1800 WALL TO BE PLASTERED AND PAINTED GREY WALL TO BE PLASTERED AND PAINTED GREY ALL WALLS TO BE PLASTERED AND PAINTED WHITE UNLESS STATED OTHERWISE 155780 U/S of Lintel 525 8000MM BUILDING HEIGHT RESTRICTIONS G G bath vp DWWM wc NGL RERE 2REIE 2IEIE 4RERE 5 COVERLEVEL INVERTLEVEL DEPTH DISTANCE GRADIENT 793244572955218972233105060 1:601:601:601:60 1079 741794486493494503653 153048 151168 150776 150419 150388 150347 150301 150366 151969 150427 149982 149933 149895 149853 149798 149713 1:101:10 151200 Ground Floor Plan 154090 Upper First Floor 153345 First Floor Plan 156490 US Ceiling Ground (slab) 1.8M HIGH GATE TO NBR (K5) WALLS LINTELS BEAMS 2890 5290 6825 (M2) BAULSTRADE STEPPED PLANTER PLANTED WITH CYCADS. STEPPED AT 500MM MAX 8000MM BUILDING HEIGHT RESTRICTIONS ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER WITH OUBAAICEM FEATURE WALLS (L1) PITCHED SINGLE PITCHED ROOFS 02 W12 02 D07 01 D01 1035 BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. (L)GUTTERS RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE PATIO TO REMAIN OPEN AS PER BUILDING PLAN GARAGE DOOR TO COMPLY WITH SANS 10400 PART T, SECTION 4,9,3(A,B,C) 158026 ROOF HEIGHT 4680 3145 WALL TO BE PLASTERED AND PAINTED GREY x 155780 U/S of Lintel 153345 First Floor Plan 156490 US Ceiling Ground (slab) (K5) WALLS LINTELS BEAMS 1.8M HIGH GATE TO NBR 1.8M HIGH GATE TO NBR SLIDING SCREEN ALUMINIUM LOUVERED SCREEN 8000MM BUILDING HEIGHT RESTRICTIONS KLIP-LOK ROOF SHEETING 01 W12 01 D07 01 W11 01 W5 01 W10 BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. ALUMINIUM GUTTER 125 X 85MM DOMESTIC OGEE PROFILE GUTTER. RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION NO PART OF STRUCTURE/FOUNDATIO N SHALL SURPASS SITE BOUNDRY LINE NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE RAINWATER NOT TO DISCHARGE ONTO NEIGHNOURING PROPERTY RWDPRWDP 158026 ROOF HEIGHT 4680 3145 Outdoordeckingtoremain openasperbuildingplan ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER WITH OUBAAICEM FEATURE WALLS WALL TO BE PLASTERED AND PAINTED GREY 155780 U/S of Lintel x 151200 Ground Floor Plan x 154090 Upper First Floor x 153345 First Floor Plan x 156490 US Ceiling Ground (slab) SLIDING SCREEN ALUMINIUM LOUVERED SCREEN SCREEN ALUMINIUM LOUVERED SCREEN 2890 4680 (M2) BAULSTRADE 1035 (L4) CONCRETE FLATROOFS 8000MM BUILDING HEIGHT RESTRICTIONS L01 02 L01 02 ROOF OVERHANG WITH 4MM THICK NUTEC CEILING BOARD INBETWEEN RAFTERS (L1) PITCHED SINGLE PITCHED ROOFS 02 D09 01 L02 BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. (L)GUTTERS RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. RAINWATER NOT TO DISCHARGE ONTO NEIGHNOURING PROPERTY 5290 6825 x 158026 ROOF HEIGHT 3145 RETAINING WALL TO BE PLASTERED AND PAINTED GREY WALL TO BE PLASTERED AND PAINTED GREY ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER WITH OUBAAICEM FEATURE WALLS x 155780 U/S of Lintel 01 W01 01 W02 (H1) FOUNDATIONS - All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR. (HH1-2.3) GENERAL FOUNDATIONS Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil or shrinkable clay or a soil with a collapsible fabric. Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement 4 parts of sand and 5 parts of coarse aggregate. Any continuous strip foundation shall have a thickness of not less than 200 mm: Provided that where the foundation Is laid on solid rock such thickness shall not apply. (H) ENG. FOUNDATIONS All the foundations to be constructed according to structural Engineers drawings. BUILDING NOTES (K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (K3) WALLS ROOF FIXING - Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. All to Engineers specifications and design. (K10) BALUSTRADE WALLS Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL. (L1) ROOFS 0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications. Roof Pitch: 5° Colour to be "DOVE GREY" To be confirmed Roof Profile: Klip-Lok 406™ Material: AZ150 spelter Zincalume® (L7) CEILINGS SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR (L)GUTTERS - All Gutters to be harcoal powder-coated aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes,, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed according to SANS 10400 Part P and NBR. (LL3) FASCIAS AND BARGE BOARDS All Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR. (L4) CONCRETE FLAT ROOF 255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer. 50mm Isoboard over Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications. (L5) SISALATION ROOFS Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for the residential market. This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions. 1250 mm x 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg (L6) INSULATION ROOFS 145mm Isotherm flexible roll thermal insulation (Density: 11,5 kg/m³), complying with SANS1381-1:2013, laid over ceiling brandering closely fitted between rafters in Climatic Zone 4. R-value: 3.37m².K/W Thermal conductivity: 0,039 W/mK (M1) STAIRWAYS All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided that where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm. (M2) BALUSTRADE GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed. Balustrade style: surface mounted. Balustrade to be min. of 1000mm high. (N1) GLAZING - Any material used in the glazing of any building shall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400. (N2) GLAZING AND VENTALATION The fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations. Air leakage and infiltration to doors and windows is to be restricted as per SANS 613. External doors that serve a habitable room are to have a seal to restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or a fibrous seal. (P1) DRAINAGE Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4). Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400 (4.21). Drainage installations in the building work must be protected in terms of Part P of Sans10400 (4.22.2). Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.). Accessible duct to be at least 440mmx220m. Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8). (P1) GAS INSTALLATION Containers shall be at least: 1m away from any window and open into a building. 2m away from any drain, pit or manhole. 3m away from the property boundry unless its up and against a firewall. then its
MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE.
- Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (J1) FLOORS - All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part and NBR. (J2) FLOORS DAMP PROOFING All ground floor finishes to have a layer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design. G G bath vp DWWM whb wc NGL RE 1REREIEIE 3IERE 4RE COVERLEVEL INVERTLEVEL DEPTH DISTANCE GRADIENT 793244572955218972233105060 1:601:601:601:60 1079 741794486493494503653 153048 151168 150776 150419 150388 150347 150301 150366 151969 150427 149982 149933 149895 149853 149798 149713 1:101:10 COVERLEVEL INVERTLEVEL DEPTH DISTANCE GRADIENT 9821 1:60 653 150366 149713 IEIE 6 Lineto MH 808 150357 149549 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% As indicated 5/28/2023 6:30:09 PM C105 2023/05/17 0170 CONSTR. SM Elevations 1015Oubaai Lategan House Lategan Checker Oubaai 1015 WEST ELEVATION Scale 1:100 NORTH ELEVATION Scale 1:100 SOUTH ELEVATION Scale 1:100 EAST ELEVATION Scale 1:100 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 DRAINAGE SECTION 02 Scale 1:100 DRAINAGE SECTION 01 Scale 1:100 NumberDescriptionDate
3755mm x 400mm 1 - Garage ALL DIMENSIONS TO BE CONFIRMED ON SITE Top Hung Powder Coated Aluminium - Grey W1 QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: FFL U/S LINTEL HEIGHT Laminate safety glass as per fenestration calculation Obscure White Translucent U/S WINDOW HEIGHT 3615 U/S LINTEL HEIGHT W2 FFL W3 2400mm x 400mm 1 Main Bathroom ALL DIMENSIONS TO BE CONFIRMED ON SITE Top Hung QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: FFL FFL W12 4500mm x 455mm 3 Living Room/ braai ALL DIMENSIONS TO BE CONFIRMED ON SITE Fixed QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: 2400mm x 950mm 1 Scullery/ Laundry ALL DIMENSIONS TO BE CONFIRMED ON SITE FFL W11 U/S LINTEL HEIGHT FFL 4o10mm x 1500mm 1 Kitchen ALL DIMENSIONS TO BE CONFIRMED ON SITE Cavity Slider Window QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: U/S CONCRETE SOFIT U/S WINDOW HEIGHT U/S LINTEL HEIGHT U/S CONCRETE SOFIT U/S WINDOW HEIGHT 4500 4552755 U/S LINTEL HEIGHT W5 4501200 2460 U/S WINDOW HEIGHT 2460mm x 450mm 1 - Main Bathroom ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: U/S WINDOW HEIGHT 590945590 2130 1990425 2400 1990425 2400 FFL FFL 450900 1350 4245 U/S LINTEL HEIGHT 4335mm x 450mm 1 Entrance Passage ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: 1650 2130mm x 400mm 1 - Garage ALL DIMENSIONS TO BE CONFIRMED ON SITE Top Hung QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: U/S LINTEL HEIGHT W6 U/S WINDOW HEIGHT 1200450 1650 1800 EQEQ EQEQ 1800mm x 450mm 2 - WC ROOM & STUDY ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: W9 9001500 2400 4410 147014701470 Powder Coated Aluminium GreyPowder Coated Aluminium - Grey Fixed Powder Coated Aluminium - Grey Powder Coated Aluminium - GreyPowder Coated Aluminium GreyPowder Coated Aluminium - Grey Sliding WindowSliding Window FIXED Powder Coated Aluminium GreyPowder Coated Aluminium Grey U/S LINTEL HEIGHT FFL W4 U/S LINTEL HEIGHT W7 3210mm x 1590mm 1 Entry Foyer/ Hallway ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: 1590 8852175150 U/S LINTEL HEIGHT FFL Fixed Powder Coated Aluminium - Grey 3210 U/S LINTEL HEIGHT W8 1800mm x 450mm 1 - Scullery/ Laundry ALL DIMENSIONS TO BE CONFIRMED ON SITE Sliding Window QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: 1800 4501200 U/S WINDOW HEIGHT EQEQ FFL 1650 Powder Coated Aluminium - Grey U/S CONCRETE SOFIT HEIGHT W10 FFL U/S WINDOW HEIGHT 950 2655455 3110 950mm x 455mm 1 scullery ALL DIMENSIONS TO BE CONFIRMED ON SITE Fixed Powder Coated Aluminium Grey QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: 6152390615 150015001500 14702940 Laminate safety glass as per fenestration calculation Obscure White Translucent Laminate safety glass as per fenestration calculation Laminate safety glass as per fenestration calculation Obscure White Translucent Laminate safety glass as per fenestration calculation Obscure White Translucent Laminate safety glass as per fenestration calculation Laminate safety glass as per fenestration calculation Obscure White Translucent Laminate safety glass as per fenestration calculationLaminate safety glass as per fenestration calculation Laminate safety glass as per fenestration calculation 2400 1025690690 FIXEDFIXED 400 Laminate safety glass as per fenestration calculation Obscure White Translucent Laminate safety glass as per fenestration calculation Obscure White Translucent 950 2400 FIXED Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 25 5/28/2023 6:30:10 PM C106 2023/05/17 0170 CONSTR. SM Window & Door schedule 01 1015Oubaai Lategan House Lategan AB Oubaai 1015 SANS 10400-XA The building complies with windows being single glazed safety glass with a U value 5.8W/m2·K, and a SHGC value of 0.77 in aluminium frames NumberDescriptionDate
U/S CONRETE SOFIT HEIGHT FFL 2095mm x 2400mm 2 Bedroom 2 & Bedroom 3 ALL DIMENSIONS TO BE CONFIRMED ON SITE Powder Coated Aluminium - Grey QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: Laminate safety glass as per fenestration calculation D9 2 - Bathroom 2 & 3 ALL DIMENSIONS TO BE CONFIRMED ON SITE Powder Coated Aluminium Black QUANTITY: OVERALL SIZE: GLAZING: FRAME MATERIAL: 2400mm x 930mm L1 02400 930 2400 6475mm x 2400mm 1 Braai Room ALL DIMENSIONS TO BE CONFIRMED ON SITE Powder Coated Aluminium - Grey QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: Laminate safety glass as per fenestration calculation U/S CONRETE SOFIT HEIGHT FFL D8 Cavity Slider N/A U/S CONRETE SOFIT HEIGHT FFL U/S CONRETE SOFIT HEIGHT U/S LOUVRE HEIGHT 64856035 12520 L2 FFL 12520mm x 2400mm 1 Outdoor Deck ALL DIMENSIONS TO BE CONFIRMED ON SITE Powder Coated Steel - Matt Grey (to match aluminium) QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: with hulabond slats to suit N/A 2 - Bathroom 2 & 3 ALL DIMENSIONS TO BE CONFIRMED ON SITE Timber QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: 2400mm x 915mm D13 U/S LINTELHEIGHT D11 FFL 1 - Kitchen ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: MDF Harboard / Semi solid Door U/S CONRETE SOFIT HEIGHT 1800 2400mm x 1800mm Timber 2400 2300 6105mm x 2400mm 2 Living Room ALL DIMENSIONS TO BE CONFIRMED ON SITE Powder Coated Aluminium - Grey QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: Laminate safety glass as per fenestration calculation U/S CONRETE SOFIT HEIGHT FFL 44801630 6105 2400 EQEQEQ1630 D7 Cavity Slider U/S CONRETE SOFIT HEIGHT FFL 2400mm x 900mm 4 Main Bedroom, Bedroom 2, Bedroom 3 & WC Room ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: MDF Harboard Semi solid Door D10 Timber 2400 900 1600 2400 1 - Braai ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: MATERIAL: FRAME MATERIAL: 2400mm x 1600mm Timber Aluminium/ timber slats 1050 1050 1050 1050 1050 1050 D12 U/S CONRETE SOFIT HEIGHT 2400 2400 900 MDF Harboard Semi solid DoorMDF Harboard / Semi solid Door 5700 1045 2150 EQEQ400 1050EQEQ 9102300 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 25 5/28/2023 6:30:11 PM C108 2023/05/17 0170 CONSTR. SM Window & Door schedule 03 1015Oubaai Lategan House Lategan Checker Oubaai 1015 SANS 10400-XA The building complies with windows being single glazed safety glass with a U value 5.8W/m2·K, and a SHGC value of 0.77 in aluminium frames NumberDescriptionDate 1FF Electrical09/05/2023 2Duct and cavity door position17/05/2023
Powder coated matte stone grey steel 1005 1005 2005 2005 Powder coated matte stone grey steel 1000 5090050 50955 Powder coated matte stone grey steel 1005 1800 1800 Powder coated matte stone grey steel 1850 925925 2400 2400 Powder coated matte stone grey steel 1110 1110 2390 2390 855 5075550 1570 50147050 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 20 5/28/2023 6:30:15 PM C109 2023/05/17 0170 CONSTR. SM Screening schedule 1015Oubaai Lategan House Lategan Checker Oubaai 1015 Gate 1 Scale 1:20 Gate 2 Scale 1:20 Gate 3-01 Scale 1:20 Gate 3-02 Scale 1:20 Gate 5 Scale 1:20 Gate 4 Scale 1:20 20 Section 19 NumberDescriptionDate
UP UP 6 5 4 3 2 1 - PAIRS OF DOWNLIGHTERS TO BE SPACED 150MM FROM CENTER TO CENTER - PAIRS OF WALL LIGHTS TO BE SPACED 100MM FROM CENTER TO CENTER - MOTION SENSOR POSITIONS TO BE CONFIRMED ON SITE BY SPECIALIST - ALL GARDEN SPOT POSITIONS TO BE CONFIRMED ON SITE BY ARCHITECT - FINAL DIMENSIONS TO BE TAKEN ON SITE - FINAL POSITIONS OF LIGHT FIXTURES TO BE CONFIRMED BY ARCHITECTS & CLIENT ON SITE!!!! - ALL CONCRETE SOFFIT FORMWORK FOR LIGHT FITTINGS TO BE DONE PRIOR TO CAST IN SITU CONCRETE SLAB. - ELECTRICAL & LIGHTING PREP-WORK TO BE CHECKED BY ARCHITECT PRIOR TO CAST IN SITU CONCRETE SLAB. - PLEASE MAKE NOTE OF WHERE SOCKETS/SWITCHES/LIGHTS LINE UP. INCORRECT PLACEMENT WILL NEED TO BE CORRECTED BY ELECTRICIAN ON SITE. - POSITION OF LED STRIP LIGHTS IN SLAB TO BE CONFIRMED BY ENGINEER. POSITION OF DRIVER TO BE CONFIRMED BY ELECTRICIAN. - DIMMER SWITCHES INDICATED IN RED - TWO-WAY SWITCHES INDICATED WITH ORANGE LINES - ALL SWITCHES TO BE AT 1050MM AFFL (TO THE CENTER OF THE SWITCH) - ALL ELECTRICAL POINTS TO COMPLY WITH REGULATIONS. ANY CHANGES TO BE APPROVED BY INTERIOR DESIGNER PRIOR TO COMPLETION - ELECTRICIAN TO CONFIRM SOCKET AND SWITCH COLOURS PRIOR TO ORDERING!!! Please Note: Light Fixtures: Qty Type 49 External Wall Light 2 ADownlights (Internal) B Recessed DownlightSingle Surface Spots -2-Way Wall Light12 C 14 D2 E External wall light 01 Tracks as indicated 14 Spots F Flourescent G 2 H LED Strip light (Interior & Exterior) 4 11 K 1-Way Wall LightExterior Footlight -1 NameBrand/Supplier Electrical Fixtures: Qty Type 5 1-Lever SwitchS1 Name Brand/Supplier 1 S3 Single Socket 7 1 7 2 4X4 1-lever switch 3-Lever Switch 4x2 single socket Double Socket 2 3 6 Combination of sockets for satelite, power, data, etc. Multiplug for TV 1 5 4x4 30 amp isolator Isolator 1 6 Distribution Board wifi 1 7 Allow points & connections WiFi Router 3 8 For power & light in mirrors, island & boundary wall Power Point 1 As per requirements Power for Garage Motor 0 S6 4X4 3-lever switch Matrix onesto 4x4 double socket As indicated L Track & spots Braai light Pendant 01 (Bedside) Bedside wall light Task light Pendant 02 Linear LED M 6 - - N Interior Footlight1 O OMIT 2 P Q0Garden spot Surface Ceiling Lights 1 1 S5 5-Lever Switch 4X4 5-lever switch Exterior Single Socket 17 10 7-Lever Switch8X2 7-lever switch S7 1 11 0 Extractor fan OMIT Matrix onesto Matrix onesto Matrix onesto Matrix onesto Matrix onesto4 TBC if required TBC 12 132 As per electrician's spec Power to blinds Intercom7 2-Lever Switch S2 4X4 2-lever switch 3 S4 4-Lever Switch 4X4 4-lever switch 1 Allow necessary supply Inverter 14 6-Lever SwitchOMIT Matrix onesto OMIT Matrix onesto Matrix onesto Matrix onesto Matrix onesto Matrix onesto 3 A(2) Downlights (Int. Surf)Recessed Waterproof Downlight Combination Socket 4x4 combination socket Matrix onesto Single socket in waterproof casing Matrix onestoOMIT3 or more As per installer's spec Motion Sensor 151 TBC Airconditioner 16 TBC 2 A(3) Downlights (External)Surface Downlight 1 TBC 17 TBC Floor Plug 1 18 Ceiling Heater OMIT 4 19 USB Socket 4x4 combination socket with USB module Matrix onesto TBC TBC Domestic Bathroom Extended Double Garage Tank Yard Planter Box Workshop N 1 2 345678 10 11 TYPE C @ 1650MM AFFL TYPEC @1650MMAFFL TYPE A(3) AT U/S OF SOFFIT (150mm center to center of fittings) TYPE M @ 200MM AFFL TYPE @ U/S OF SOFFIT TYPE (2) @ U/S OF SOFFIT TYPE (recessed into riser) FOOTLIGHTS ABOVE TO BE ON SAME 2-WAY SWITCH AND SWITCHED IN SCULLERY TYPE 10 (allow power for garage door motor) TYPE @ 300MM AFFL TYPE @ 900MM AFFL TYPE S4 @ 1050MM AFFL TYPE S2@ 1050MM AFFL 2-WAY LIGHT TO BE SWITCHED ABOVE WITH DOWNLIGHTS 1350MMTYPE13@AFFL TYPE Q @ U/S OF SOFFIT TYPE O @ U/S OF SOFFIT TYPE O @ U/S OF SOFFIT 300 EQEQ TYPE DB AS PER ELECTRICIAN'S SPECIFICATIONS TYPE @ 1650MM AFFL EQEQ TYPE (2) @ U/S OF SOFFIT TYPE A (2) @ U/S OF SOFFIT TYPE @ 300MM AFFL TYPE M @ 200MM AFFL TYPE M @ 200MM AFFL recommended height position) EQ EQ TYPE S2 @ 1050MM AFFL TYPE (recessed into riser) EQEQ TYPE RECOMMENDED HEIG EQ 110 ALLOW SLEEVE FOR FUTURE SOLAR!!!!! SEE PANEL POSITIONS ON ROOF PLAN. CONNECTIONS. EQEQ 1405 TYPE @ 300MM AFFL TYPE @ 300MM AFFL TYPE @ 300MM AFFL TYPE DIRECTLY TYPE Q @ U/S OF SOFFIT (on motion-sensor) TYPE @ U/S OF SOFFIT (on motion-sensor) 1500 1800 1435 1410 149029751490 EQEQ bic TYPE C @ 1650MM AFFL EQ EQ EQ EQ TYPE @1650MMAFFL 1415 1415 EQ EQEQX2EQX2EQ 7240 EQEQ TYPE HEIGHT TBC WALL. ALL TO BE CONFIR ONCE LANDSCAPING AS BEEN RESOLVED!! TYPE L BELOW PAVING. DETAIL TBC. Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 50 5/28/2023 6:30:19 PM C110 2023/05/17 0170 CONSTR. SM Ground Floor Electrical 1015Oubaai Lategan House Lategan AB Oubaai 1015 Ground Floor Electrical Plan Scale 1:50 SANS 10400-XA COMPLIANCE: refer to DEVS rational energy efficiency assement The lighting power density modelled was 5W/m2 as per SANS 204 Table 12 throughout the building 50% of hot water is to be generated by Solar thermal hot water system and the remainder is to be generated by electrical resistance element. TYPE (W) SOCKET REFERENCE TYPE (W) SOCKET REFERENCE TYPE SOCKET REFERENCE TYPE S1 SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE) TYPE S7 SWITCH REFERENCE 3 TYPE (B) SOCKET REFERENCE TYPE (B) SOCKET REFERENCE TYPE (B) SOCKET REFERENCE TYPE (W) SOCKET REFERENCE FINAL QUANTITIES & POSITIONS OF BLACK AND WHITE SOCKETS AND SWITCHES TO BE CALULATED ON SITE! ELECTRICIAN TO CONFIRM SOCKET AND SWITCH COLOURS PRIOR TO ORDERING AS COLOURS MAY CHANGE DEPENDING ON WALL PAINT CHOICES. TYPE S2 SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE) TYPE S3 SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE) TYPE S4 SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE) TYPE S5 SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE) TYPE SWITCH REFERENCE ELECTRICIAN TO CONFIRM NECESSARY MODULES FOR TV POINT!! TYPE SOCKET REFERENCE TYPE 19 (B) SOCKET REFERENCE TYPE 19 (W) SOCKET REFERENCE NumberDescriptionDate 1Gas bottle position and gas geyser installation 27/03/2023 2GF Electrical18/04/2023
UP UP 7654321 Braai Room Bedroom 03 Bedroom 02 Main Bedroom Dressing En-suite 02 Hallway Main Bathroom En-suite 03 Wc Room Entry Foyer/ Hallway OutdoorDeck01 Outdoor Deck 02 Scullery/Laundry Kitchen DiningRoom LivingRoom Drying Yard Tank Yard 11m2 Planter Box FRZ WM DW Grass area PREP 150 N 1234567891011121314 1234 Study UP UP TD Balcony BalconyBalcony Stoep Stoep TYPE @ U/S OF CEILING TYPE A @ U/S OF SOFFIT TYPE @ U/SOF CEILING TYPEA @U/SOF CEILING TYPE @ U/S OF SOFFIT TYPE @ 300MM & TYPE @ 1600MM AFFL TYPED@ 1800MM AFFL TYPE @ U/S OF SOFFIT TYPE @U/S OF SOFFIT TYPE @ 1050MM AFFL TYPE (final position TBC on site) TYPE TYPE TYPEK@U/SOF CEILING TYPEL (withinjoinery) TYPE (within joinery) TYPE (within joinery) TYPE @ 200MM AFFL TYPE (recessed intoslab above) TYPE4 @ 1450MM AFFL TYPE F (height TBC on site by client) TYPE C @ 1800MM AFFL TYPEB@ U/SOF CEILING FOOTLIGHTS BELOW TO BE ON SAME 2-WAY SWITCH AND SWITCHED AT FRONT DOOR TYPE @ 300MM AFFL TYPE2 @500MM AFFL TYPE @700mm AFFL TYPE3 @ 1050mm AFFL TYPE1@ 300MM AFFL TYPE6&3 @ 1050mm AFFL TYPE5 @300MM AFFL TYPE S2 @ 1050MM AFFL TYPE S2 @ 1050MM AFFL TYPE @ 900MM AFFL TYPE S1 @ 1050MM AFFL TYPE S1 @ 1050MM AFFL TYPE @1050MM AFFL TYPE S4 @ 1050MM AFFL TYPE S7 @ 1050MM TYPE S5 @1050MM AFFL TYPEC@ 1800MMAFFL wifi TYPE @ U/S OF CEILING TYPE @ 1600MM AFFL TYPE S3 @ 1050MM AFFL TYPE S2 @ 1050MM AFFL TYPE @ 200MM AFFL TYPE @ 200MM AFFL TYPE1@ 300MMAFFL TYPE @ 300MMAFFL TYPE @ 300MM AFFL TYPE2@ 300MM AFFL TYPE 15 RECOMMENDED TYPEB@ U/SOF CEILING EQEQ EQEQ (height U/S confirmedon interiordesigner) EQEQ EQEQ EQ EQ TYPEB@ U/SOF CEILING TYPEB@ U/SOF CEILING TYPEB@ U/SOF CEILING (position confirmedonsiteby interiordesigner) EQEQ TYPEC @ 1800MM AFFL EQEQ TYPE (recessed into slab above) EQ EQ EQEQ 225 EQ EQ EQEQ 350 EQ EQ EQEQ 2-WAY LIGHTS TO BE SWITCHED BELOW WITH DOWNLIGHTS AND LED TYPE A @ U/S OF CEILING TYPE A @ U/S OF CEILING EQEQ EQEQ TYPE @ U/S OF SOFFITEQEQ 300 EQEQ TYPE A @ U/S OF CEILING EQEQ 950 300 TYPE A @ U/S OF CEILING 350 350 300 TYPE S1 @ 1050MM AFFL TYPE A @ U/S OF CEILING EQEQ EQEQ EQEQ TYPE @ 1050MM AFFL 12251225 TYPE 19 @ 450MM AFFL TYPE @ 450MM AFFL TYPE H @ 1050MM AFFL TYPE A @ U/S OF CEILING TYPE S2 @ 1050MM AFFL TYPE @ U/S OF CEILING TYPE H @ 1050MM AFFL TYPE 19 @ 450MM AFFL TYPE 3 @ 450MM AFFL TYPE DIRECTLY ABOVE TYPE EQEQ TYPE @ 1800MM AFFL EQEQ EQEQ TYPE A @ U/S OF CEILING EQEQ EQ10401040EQ EQEQ TYPE A @ U/S OF CEILING TYPE A @ U/S OF CEILING 300 TYPE @ 200MM AFFL 900 EQEQ 350 TYPE A @ U/S OF CEILING EQEQ EQEQ TYPE A @ U/S OF CEILING TYPE A (final positions to be confirmed once basins are installed) EQ EQ TYPE @ 1800MM AFFL TYPE S4 @ 1050MM AFFL TYPE @ 300MM AFFL TYPE S4 13151315 350 TYPE (final position TBC on site) TYPE S1 @ 750MM AFFL TYPE 19 @ 450MM AFFL TYPE S1 @ 750MM AFFL TYPE 19 @ 450MM AFFL ABOVE TYPE WHICH TYPE C @ 1800MM AFFL EQEQ TYPE A @ U/S OF CEILING EQEQX2EQ 350 TYPE A @ U/S OF CEILING TYPE @ U/S OF CEILING TYPEL (withinjoinery) TYPEB@ U/SOF CEILING EQEQ 300 500 EQEQ 300 TYPE @ 900MM & TYPE @ 1300MM AFFL EQEQ TYPE @ 300MM AFFL TYPE (allow power for mirror LED) TYPE DIRECTLY 5050 4505 TYPE 16 (height TBC) TYPE TYPE @ 300MM AFFL TYPE 2 @ 900MM AFFL TYPE3 @ 1050mm AFFL TYPE @300MM AFFL TYPE2@ 500MMAFFL TYPE @300mm AFFL EQ EQ TYPE 13 @ 1350MM AFFL EQEQ TYPE 17 WITHIN SLAB DIRECTLY ABOVE TYPE 300 TYPE @ 1750MM AFFL 300 TYPE @ 1750MM AFFL FINALPOSITIONTOBE CONFIRMEDONSITE CLIENT!! TYPE2@ 300MM AFFL TO BE DISCUSSED ON TYPE @ 1050MM AFFL TYPE @ U/S OF CEILING TYPE 18 @ U/S OF SOFFIT FINAL POSITION TBC SITE TYPE @ U/S OF CEILING EQEQ match opposite 265 195 EQ EQEQEQEQ TYPE DIRECTLYABOVETYPE2!!! 400 300 300 EQEQ 1320 900 1870 1500 (allowpowerfor plug island) 420 TYPE @ U/S OF SOFFIT WIFI SOCKET DIRECTLY ABOVE 1000 1000 EQEQ 225 225 TYPE @ 950MM AFFL TYPE DIRECTLY TYPE DIRECTLY ABOVE TYPE 300 TYPE C @ 1800MM AFFL EQEQ - PAIRS OF DOWNLIGHTERS TO BE SPACED 150MM FROM CENTER TO CENTER - PAIRS OF WALL LIGHTS TO BE SPACED 100MM FROM CENTER TO CENTER - MOTION SENSOR POSITIONS TO BE CONFIRMED ON SITE BY SPECIALIST - ALL GARDEN SPOT POSITIONS TO BE CONFIRMED ON SITE BY ARCHITECT - FINAL DIMENSIONS TO BE TAKEN ON SITE - FINAL POSITIONS OF LIGHT FIXTURES TO BE CONFIRMED BY ARCHITECTS & CLIENT ON SITE!!!! - ALL CONCRETE SOFFIT FORMWORK FOR LIGHT FITTINGS TO BE DONE PRIOR TO CAST IN SITU CONCRETE SLAB. - ELECTRICAL & LIGHTING PREP-WORK TO BE CHECKED BY ARCHITECT PRIOR TO CAST IN SITU CONCRETE SLAB. - PLEASE MAKE NOTE OF WHERE SOCKETS/SWITCHES/LIGHTS LINE UP. INCORRECT PLACEMENT WILL NEED TO BE CORRECTED BY ELECTRICIAN ON SITE. - POSITION OF LED STRIP LIGHTS IN SLAB TO BE CONFIRMED BY ENGINEER. POSITION OF DRIVER TO BE CONFIRMED BY ELECTRICIAN. - DIMMER SWITCHES INDICATED IN RED - TWO-WAY SWITCHES INDICATED WITH ORANGE LINES - ALL SWITCHES TO BE AT 1050MM AFFL (TO THE CENTER OF THE SWITCH) - ALL ELECTRICAL POINTS TO COMPLY WITH REGULATIONS. ANY CHANGES TO BE APPROVED BY INTERIOR DESIGNER PRIOR TO COMPLETION - ELECTRICIAN TO CONFIRM SOCKET AND SWITCH COLOURS PRIOR TO ORDERING!!! Please Note: Light Fixtures: Qty Type 49 External Wall Light 2 ADownlights (Internal) B Recessed DownlightSingle Surface Spots -2-Way Wall Light12 C 14 D- E External wall light 01 Tracks as indicated 14 Spots F Flourescent G H LED Strip light (Interior & Exterior) J- K 1-Way Wall LightExterior Footlight -NameBrand/Supplier Electrical Fixtures: Qty Type 5 1-Lever SwitchS1 Name Brand/Supplier 1 S3 Single Socket 7 1 7 2 4X4 1-lever switch 3-Lever Switch 4x2 single socket Double Socket 2 3 6 Combination of sockets for satelite, power, data, etc. Multiplug for TV 1 5 4x4 30 amp isolator Isolator 1 6 Distribution Board wifi 1 7 Allow points & connections WiFi Router 3 8 For power & light in mirrors, island & boundary wall Power Point 1 As per requirements Power for Garage Motor 0 S6 4X4 3-lever switch Matrix onesto 4x4 double socket As indicated L Track & spots Braai light Pendant 01 (Bedside) Bedside wall light Task light Pendant 02 Linear LED M - - N Interior Footlight- O OMIT P Q0Garden spot Surface Ceiling Lights 1 S5 5-Lever Switch 4X4 5-lever switch Exterior Single Socket 17 10 7-Lever Switch8X2 7-lever switch S7 1 11 0 Extractor fan OMIT Matrix onesto Matrix onesto Matrix onesto Matrix onesto Matrix onestoTBC if required TBC 12 132 As per electrician's spec Power to blinds Intercom7 2-Lever Switch S2 4X4 2-lever switch 3 S4 4-Lever Switch 4X4 4-lever switch 1 Allow necessary supply Inverter 14 6-Lever SwitchOMIT Matrix onesto OMIT Matrix onesto Matrix onesto Matrix onesto Matrix onesto Matrix onesto A(2) Downlights (Int. Surf)Recessed Waterproof Downlight Combination Socket 4x4 combination socket Matrix onesto Single socket in waterproof casing Matrix onestoOMIT3 or more As per installer's spec Motion Sensor 151 TBC Airconditioner 16 TBC A(3) Downlights (External)Surface Downlight 1 TBC 17 TBC Floor Plug 1 18 Ceiling Heater OMIT 4 19 USB Socket 4x4 combination socket with USB module Matrix onesto TBC TBC Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 50 5/28/2023 6:30:21 PM C111 2023/05/17 0170 CONSTR. SM First Floor Electrical 1015Oubaai Lategan House Lategan Checker Oubaai 1015 First Floor Electrical Plan Scale 1:50 SANS 10400-XA COMPLIANCE: refer to DEVS rational energy efficiency assement The lighting power density modelled was 5W/m2 as per SANS 204 Table 12 throughout the building 50% of hot water is to be generated by Solar thermal hot water system and the remainder is to be generated by electrical resistance element. 3 NumberDescriptionDate 1Duct and cavity door position17/05/2023
UP UP 7654321 N Detail Section 02 Detail Section 02 Detail Section 03 Detail Section 03 Detail Section 04 Detail Section 04 Detail Section 05 Detail Section 05 INTERIOREXTERIOR 10 30 100 140 40100 floor finish, as specified elsewhere, on min 30mm screed layer on concrete slab to engineers detail aluminium swing door to door schedule floor finished, as specified elsewhere, on screed to slope, 1:100 fall, away from entrance on concrete slab to engineers detail aluminium threshold to be recessed into screed with nonshrink grout and stepped dpc 23520 10 295 1290 3050 1025270 301190 off-shutter concrete soffit drip groove concrete slab to engineers detail concrete slab to step 20mm and build up with screed to create fall for shower shower floor to be treated with ABE approved waterproofing system 270mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered weephole with stepped dpc v-joint between concrete and brick connection shower wall to be treated with ABE approved waterproofing system INTERIOREXTERIOR 1190270 11050110 1065 20030 200 255 30 10 40 295 5030 off-shutter concrete soffit drip groove concrete slab to engineers detail screed layer to slopeas indicated with min 30mm thickness abedura.®flex with abe®mesh to be applied in strict coherence with manufacturers specification, or equally approved product by designer to be used. 340mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered v-joint between concrete and brick connection slip joint position and where neccessary to structural engineers details aluminium sliding door to door schedule INTERIOREXTERIOR 340 110120110 150 295 255 30 10 230 20030 off-shutter concrete soffit drip groove concrete slab to engineers detail abedura.®flex with abe®mesh to be applied in strict coherence with manufacturers specification, or equally approved product by designer to be used. screed layer to slopeas indicated with min 30mm thickness INTERIOREXTERIOR 270mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered weephole with stepped dpc v-joint between concrete and brick connection slip joint position and where neccessary to structural engineers details concrete slabwith min 30mm screed layer with new floor finish as specified elsewhere 15011050110 270 295 10 30 255 concrete slabwith min 30mm screed layer with new floor finish as specified elsewhere 270mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered concrete slab to engineers detail v-joint between concrete and brick connection slip joint position if and where neccessary to structural engineers details weephole with stepped dpc 270 11050110 8mm tsg glass to comply with SANS and NBR aluminium swing door to door schedule aluminium threshold to be recessed into screed layer polysulphide sealant aluminium waterproofing angle fixed into screed/concrete to aluminium contractor abedura.®flex with abe®mesh to be applied in strict coherence with manufacturers specification, or equally approved product by designer to be used. non-shrink grout layer 1030 40 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% As indicated 5/28/2023 6:30:25 PM C112 2023/05/17 0170 CONSTR. SM Weather Step Details 01 1015Oubaai Lategan House Lategan Checker Oubaai 1015 First Storey Plan - Weather Step Scale 1:100 Detail Section 01 Scale 1:10 Detail Section 02 Scale 1:10 Detail Section 03 Scale 1:10 Detail Section 04 Scale 1:10 Detail Section 05 Scale 1:10 Detail Callout 01 Scale 1:2 NumberDescriptionDate 1Duct and cavity door position17/05/2023
UP UP 6 5 4 3 2 1 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Planter Box riser @ 145mm. treads @ 900mm. stairs to comply with SANS 10 400 Part M. Section 30 Section 30 900600300300300300300300300300300300300300 14503600 5050 riser @ 145mm. treads @ 600mm. stairs to comply with SANS 10 400 Part M. concrete staircase, to engineers detail. risers @ 145mm. treads @ 300mm. stairs to comply with SANS 10 400 Part M. treads to have 22mm timber finish, to be treated treads to have 600x1200x8mm porcelain tile on screed layer, as per tiling layout 340mm concrete filled retaining wall as per engineers detail, to have waterproofing. 340mm concrete filled retaining wall as per engineers detail, to have waterproofing. 1200 151200 Ground Floor Plan 153345 First Floor Plan concrete staircase, to engineers detail. risers @ 145mm. treads @ 300mm. stairs to comply with SANS 10 400 Part M. 1 3 4 5 6 8 9 10 11 12 13 14 300300300300300300300300300300300300600850 36001450 5050 145145145145145145145145145145145145145145145 4301715 2145 15 riser @ 145mm. treads @ 900mm. stairs to comply with SANS 10 400 Part M. riser @ 145mm. treads @ 600mm. stairs to comply with SANS 10 400 Part M. concrete staircase to have min 10mm screen layer and finish as specified on plan. concrete stairccase to have footing to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers. void 340mm concrete filled retaining wall as per engineers detail. Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA - BASEMENT COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 832 m RES 1 325 m2 39.0625 % 83 m REV EXTERNAL DECK AREA (OPEN)87 m COURTYARD22 m GROSS FLOOR AREA (GFA) 435 m - BASEMENT COV. ENTRANCE27 m 265 m - GROUND FLOOR 60 m - GROUND COVERED PATIOS CONCRETE ROOF/ROOF AREA%124/313= 39.61% 1 25 5/28/2023 6:30:27 PM C113 2023/05/17 0170 CONSTR. SM Entrance Staircase Detail 1015Oubaai Lategan House Lategan Checker Oubaai 1015
Storey Plan - Entrance Staircase Scale 1:25 Detail Section 06 Scale 1:25 NumberDescriptionDate
Ground
ERF 2812 ERF 1477 ERF1472 26 850mm Boundary Line 33320mmBoundaryLine 2 0 0 0 0 m m B o u n d a r y L n e 29 670mm Boundary L ne 6 4 5 5 0 m m B o u n d a r y L i n e 10320mm Boundary Line BM = 3.66M 10mm Iron Peg in Tar VEHICLULARACCESS SEAVISTA ERF2811 MOBYDICKWHARF MHFibre MHFibre N 3 m B u l d n g L n e 3m Bu ld ng L ne 2 m B u l d i n g L i n e 2mmBuildingLine 2 m B u i d l i n g L i n e 5m Building Line No part of structure/foundation shall surpass site boundry line Nopartofstruct e/oundaton halsupassst boundryline No part of structure/foundation shall surpass site boundry line 1500 1500 2000 2000 2500 2 500 3000 3500 4000 4 500 4500 4 000 3 500 3 000 4000 2 500 4 0 Stormwater manager as per engineer's specification NO STREET FURNITURE AFFECTED Poo 2 UP New 1.3m to 2.8m high boundry wall New 1.3m to 2.8m high boundry wall New1.3mto2.8mhighboundrywal New 1.3m to 2.8m high boundry wall 4 p e PROPOSED NEW DWELLNG ERF 81 5 p e 40 ch d oo 0 p h d o N w c nc e a oo C C C C d S.O 3 4 0 0 5 6 re NB C C d Driveway fall as per engineers specifications Drainage to be protected per SANS 10400 110mm uPVC Drainage pipe 110mm uPVC Drainage pipe min 450 mm below NGL TO COMPLY TO SANS 10400 PART P 110mm uPVC Drainage pipe min 450 mm below NGL TO COMPLY TO SANS 10400 N Conse erncytankPo itionoflinestanktobewithinthebuilding ofthesite.Minof2mfromsideboundryandaystructure Do G y o u a ed o h n xe o7 0 a e pu s a max 2 0mm c n es fi d o b u es Do G o ug d oo e n ed o7 ed u a m x 20 mm c s fi on be s s SEAVSTA ERF 2 11 SAN FRANCS PAV NG hand trouted stairs G E E E RE 4835 Section Section J et yt Area to be landscaped d Drainage to be SHOWER RE.1 Gulley Cover Level Invert Level Depth Distance Gradient 2 550 546 2 004 560 1:601:60 5 808 550 450 100 vp 2 550 605 2 004 IE.2IE.3 Drainage to be protected as per SANS 10400 PART P RE.3RE.6RE.7 Cover Level Invert Level Depth Distance Gradient 616 605 011 1:60 768 2 961 1 028 1 933 3 168 1 420 1 748 1:60 11 000 400mmx600mm cast iron Manhole cover above(double seal) Outlet Drainage to connect into Pr. 6.5m³ Conservancy Tank as per specialist. Suction Pipe Cover Level Invert Level Depth Distance Gradient RE.7RE.8 3 168 1 420 2 100 1:60 327 421 834 587 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% As indicated 2/28/2023 4:33:52 PM MS100 2023/02/28 0185 MUN SM SITE PLAN 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 Drainage section 01 Scale 1:50 Drainage section 03 Scale 1:50 Drainage section 02 Scale 1:50 Site Plan Scale 1:200 3D View Scale 1:200 NumberDescriptionDate
33320mmBoundaryLine
UP UP UP UP DN 5 4 3 2 1 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 16410 3705 4000 3380 385 0 6410 270 1300 6140 4245 685 1670 330 1515 1100 700 1100 2000 8130 6635 27015435270 1750 85904845790 6410 16555020 270 9385 1510 1100 3020 2620 1130 960 1455 270 12595 110 2200 2725 1020 110 960 1185 270 21445 270 4940 7740 4005 3095 8360 330 1480 380 4165 570 13895 270 5940 7685 6480 7415 3435 4000 2000 1490 2701110230695900270 2000 Section C-C Section C-C Section D-D Section D-D Section A-A Section A-A 11 m² Vinyl Dining area 21 m² Vinyl Lounge m² Tiles Scullery 16 m² Vinyl Kitchen m² Tiles En-suite 01 18 m² Vinyl Bedroom 01 38 m² Concrete Garage 5 m² Tiles Wc room 03 25 m² Tiles Room 10 m² Tiles STOEP 42 m² Vinyl Entertainment 10 m² Vinyl PASSAGE 02 Section B-B Section B-B CW HW 20mm CW CW HW 20mm CW HW 20mm CW HW 20mm CW HW 20mm CW HW 20mm CW HW 20mm CW HW 20mm 4 m² Vinyl Passage 01 New 300L gyser below pair with drip tray m² Vinyl Services BIC BIC New 300L gyser below pair with drip tray FIRE WALL TO NRB FIRE WALL TO NRB FIRE WALL TO NRB Garage door to comply with Sans 10400 part T section 4,9,3 (a,b,c) 33m² Grass area m² Tiles Veranda 02 4m² Pool 21 m² Grapa Decking 29 m² Tiles Stoep WM TD DW CW CW CW HW 20mm CW CW GULLEY DUCT 03 IE 5 IE 7 IE 8 IE 6 RE 2 RE 5 RE 6 RE 7 IE 3 RE 1 01 W1 01 W3 01 D1 01 D13 01 D3 01 D6 01 D5 01 D7 01 D8 01 W9 02 D5 03 D5 10 D9 01 D10 02 D10 01 D11 02 D11 21 m² Vinyl Hallway X 650 X 650 X 650 330 170mm risers 280mm treads stairs to NBR 170mm risers 280mm treads stairs to NBR 4000 9905645 110mm uPVC Drainage pipe min 450 mm below NGL TO COMPLY TO SANS 10400 PART P 1 234 56 1 1 0m m u P V C D r a i n a g e ip p e m i n 4 5 0 m m b e lo w N G L T O C O M P L Y T O S A N S 1 0 4 0 0 P A R T P DrainagetobeprotectedasperSANS 10400PARTP Concrete hand trouted stairs Wooden deck 90mm Garapa Timber decking spaced 3mm apart on 152x50mm Treated SA pine joist at max 400mm c/c on 228x50mm bearers, all supported on Treated Gum Poles Pool Pool to be according to Engineers Spec. and Details All areas are secured around pool as per Part D Public Safety Swimming pools 500500500500 Stairs In-Situ reinforced concrete staircase to comply with NBR's and SANS 10400. Riser: 170mm Tread: 500mm Motorised garage door Lintels All openings greater than 3m to be designed as per Engineers specifications. Lintels All openings greater than 3m to be designed as per Engineers specifications. Fridge Counter Sink Pb Kitchen Island Stairs timber staircase to comply with NBR's and SANS 10400. Riser: 170mm Tread: 475mm 1065475475475 tv unit Stairs In-Situ reinforced concrete staircase to comply with NBR's and SANS 10400. Riser: 170mm Tread: 500mm Lintels All openings greater than 3m to be designed as per Engineers specifications. Braai concrete conter Walls 270mm double skin masonry walls with 50mm cavity, plastered on the inside and outside, giving a total R-value of 1.278m2·K/W. All Walls not according to Part K to be designed and spec. according to Engineer. Pb SS/Vp SS/Vp Vp Area to be landscaped
2 0 0 0 0 m m B ounda r y Li ne 6 4 5 5 0 m m B ounda r y Li ne 3 m B ui l di ng Li ne 3m Building Line 2 m B ui l di ng Li ne 2mmBuildingLine Drainage to be protected as per SANS 10400 PART P IE 4 Vp S1 02 S1 01 S3 01 CW HW 20mm CW Mirror sliding door BIC 21 m² Vinyl Childrens Lounge 3 m² Vinyl Passage 03 m² Tiles Storage BIC 01 W2 D4 01 02 W10 03 D10 04 D10 05 D10 04 D14 m² Wc Room 01 m² Tiles Wc Room 02 S5 01 S2 01 26655 27026385 2175 8950 56302920 6990 23360 27035451102810270791527064852701145270 1760 1800 3445791570251145270 7005 7915 8440 6210 27012055704165 20454165 15975 785 4800 5435 1555 1650 1480 2705940270 4270 270 1555 2701110270 1480 18200 265 17670 270 37353995374049401805 SS/Vp m² TIles Duct 01 m² Tiles Duct 02 m² Tiles Veranda 01 31 m² Tiles Veranda 04 17 m² Tiles Veranda 03 13 m² ? Room m² Tiles Duct 04 S6 01 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% 1 50 2/28/2023 4:34:20 PM MS101 2023/02/28 0185 MUN SM GROUND FLOOR PLAN 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 Basment Plan Scale 1:50 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 NumberDescriptionDate
33320mmBoundaryLine
2mmBuildingLine
UP UP UP DN 23705 12520 1235 5985 3965 1 1 0 3 5 7 0 3585 110 130 900 215 23820 16650 3205 3965 15735 270148013955275 16640 3100 3965 8530 270 1255 270 4940 270 1255 270 8530 270 1255 270 4940 270 1255 270 8420 270 1200 270 3780 110 1105 270 1145 270 270 1200 4160 1105 270 1145 270 8420 7935 7935 270 7880 270 270 3935 2745 1200 8205 15965 380 1480 330 1910 270 3200 270 3680 270 3200 270 700 4090900110125023012501107903845 1100 Section C-C Section C-C Section D-D Section D-D Section A-A Section A-A Section B-B Section B-B 1 22 0 2 10 9 0 4375 3200 4220 3200 970 CW CWCW CW HW 20mm CW HW 20mm CW HW 20mm CW HW 20mm CW HW 20mm CW HW 20mm 21 m² Vinyl Lounge 11 m² Vinyl Dining area 16 m² Vinyl Kitchen 11 m² Vinyl Bedroom 02 4 m² Tiles Bathroom 02 600 m² Vinyl Staircase 01 18 m² Vinyl Bedroom 04 BICBIC m² Vinyl Dormer 02 m² Vinyl Dormer 03 m² Vinyl Dormer 04 m² Vinyl Dormer 01 W4 01 W4 02 W5 01 W6 01 W7 01 W8 01 06 D10 07 D10 01 D12 02 D13 01 D15 09 D10 08 D10 02 D14 01 D14 02 D15 03 D14 SH WHB All balconies to step down 40mm and screed to fall away from building All balconies to step down 40mm and screed to fall away from building All balconies to step down 40mm and screed to fall away from building Walls 270mm double skin masonry walls with 50mm cavity, plastered on the inside and outside, giving a total R-value of 1.278m2·K/W. All Walls not according to Part K to be designed and spec. according to Engineer. DOUBLE VOLUME DOUBLE VOLUME DOUBLE VOLUME DOUBLE VOLUME DOUBLE VOLUME DUCT DOUBLE VOLUME DOUBLE VOLUME DOUBLE VOLUME DOUBLE VOLUME Stairs In-Situ reinforced concrete staircase to comply with NBR's and SANS 10400. Riser: 170mm Tread: 280mm Study Desk DOUBLE VOLUME DOUBLE VOLUME 12 m² Tiles Passage 05 Handrailing tocomply with SANS 10400 PART M WC WCWC WHB Walls 270mm double skin masonry walls with 50mm cavity, plastered on the inside and outside, giving total R-value of 1.278m2·K/W. All Walls not according to Part K to be designed and spec. according to Engineer. 8070330798027032052702520270905
2 0 0 0 0 m m B ounda r y Li ne 6 4 5 5 0 m m B ounda r y Li ne 3 m B ui l di ng Li ne 3m Building Line 2 m B ui l di ng Li ne
S4 01 m² Room m² ? Room 18 m² Vynil Bedroom 05 1800 49402701255270 14 m² ? Study 8 m² ? Passage 04 14 m² ? Bedroom 03 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% 1 50 2/28/2023 4:34:46 PM MS102 2023/02/28 0185 MUN SM FIRST FLOOR PLAN 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 NumberDescriptionDate
SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR
(L)GUTTERS-All Gutters to be aluminium custom made concealed Gutters rectangulardownpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed according to SANS 10400 Part P and NBR.
(LL3) FASCIAS AND BARGE BOARDS-A Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.
(L4) CONCRETE FLAT ROOF-255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer. Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.
(L5) SISALATION ROOFS-Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for he residential market.
standard incorporates all the factors pertaining to fire-hazard or fire-risk
with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.
(M1) STAIRWAYS-All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided hat where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.
(M2) BALUSTRADE-GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated
structural engineer must be appointed for the complete structure, foundations, ground conditions, walls, all concrete word and the roof. These drawings must be read in
with the engineer’s plans and specifications Part C: Dimensions
architect professional must immediately be informed when any dimensions, height or levels differs from plans. Part D: Public Safety
balustrade that complies, must be provide at any change in level that exceeds
Vehicle ramp shall be 1:25, 5M away from street, wheel chair ramps shall be 1.8, 1.2M wide with 150MM kerb. Swimming pool safety must comply with SANS 1390, a wall or fence of min 1.2m must be provided to prevent public from the street to have access to the pool. Self-closing and self-locking mechanism must be provided on pedestrian’s gates (1.2 high with no opening to exceed ?100) or a safety net and warning devises can be provided, to comply with SANS 10134.
Part E: Demolish No building may be demolished prior to applying for permission from the municipality.
Part F: Site operations
Provide protection against termite activity according to SANS 10124. All storm water disposal during construction shall comply with SANS 10400 Part R. A water closet shall be provided on site during construction. The contractor is responsible to make provision for public safety on the construction site. No building rubble may be left on the site, other stands, sidewalks or any other public place, after construction.
Part G Excavations
Excavations (temporary and permanent) must comply see detail 1,2,3
The owner shall be responsible for damage to any existing structure due to excavations on his site. Blasting permitted, see SANS 10400 Part G (PG 6) for minimum distance between existing structures and the blast hole
Part H: Foundations
Excavations for foundations must be level and the concrete must have a compressive strength of 15 MPA, Mixed at 5:4:0 No Foundation wall may be higher than 1.5m or a structural engineer must be appointed. For any ground conditions, an engineer must be appointed to design the foundations, Geological reports can be obtained from the local authority, if and when not available the municipality may request the owner to provide such a report (Geological Engineer
Part J: Floors
Any laundry, kitchen and bathroom must have a water resistan loor.
Suspended floors must comply with SANS 10400 B, and T SANS 10082 and not be exposed to the elements.
Concrete floor supported on the ground must be 100mm thick, constructed o concrete of 10 MPA and mixed 5:4:1 (as per SANS 2001-CC1) on hard core filling (compacted in 150mm thick layers, while moist) a civil engineer must design any fills where the height of fill beneath the floor exceeds 400 mm
Provide a polyolefin under any membrane of 250.
All other concrete slabs must be designed by a structural engineer.
Part K: Walls
The span between roof supporting walls must be 8M max. The height above any opening to the wall plate height may not be less than 400mm Ceiling height + 2.55mmMin & 3M Max)
The compressive strength of masonry units may not be less than 4 MPA.
Masonry units on the lower story of a double storey building may not be less than 10MPA.
Cass II Morter (Mixture of 4:1) to comply with SANS 2001-CM1.
A Concrete floor slab may not span more than 6M. Wall construction must comply within SANS 2001-CM1
Lintels must be provided above all openings.
Pre-stressed concrete brick force as per SANS 10400 Park K a structural Engineer must design any opening in a wall that exceeds 2.5M
See detail 6, 7 & 8 for free standing and garden walls.
Provide control joints in concrete slab and walls as per engineer’s specifications. Provide damp proofing against walls subject to damp from the ground horizontally. Horizontal damp proofing with mastoid or similar must be provided in the wall on UGGL and may not be lower than 150mm above the natural ground evel.
(H1) FOUNDATIONS -All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR. (HH1-2.3) GENERAL FOUNDATIONS-Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil o shrinkable clay or a soil with a collapsible fabric. Any such foundation shall be constructed In concrete having a ompressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement 4 parts of sand and 5 parts of coarse aggregate. Any continuous strip foundation shall have a thickness of not ess than 200 mm: Provided that where the foundation Is laid on solid rock such hickness shall not apply. (H) ENG. FOUNDATIONS-All the oundations to be constructed according to structural Engineers drawings. (K1) WALLS STRUCTURAL-All walls to be plaster and painted clay brick >14mpa (SABS). Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pregalvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 1040 Part K and NBR. (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. BUILDING NOTES (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (K3) WALLS ROOF FIXING-Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS-Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS-Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. Al to Engineers specifications and design. (K10) BALUSTRADE WALLS-Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rul DD2 and B1 and will not be less than 1m above FFL. (L1) ROOFS-0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications. •Roof Pitch: 5° •Colour to be "DOVE GREY" To be confirmed •Roof Profile: Klip-Lok 406™ •Material: AZ150 spelter Zincalume® (L7) CEILINGS -SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT
This
assessment
materials
assemblies under actual fire conditions. 1250 mm x 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg (L6) INSULATION ROOFS-Isotherm
(Density: 11,5 kg/m³),
between rafters in Climatic Zone 4. •R-value: 3.37m².K/W •Thermal conductivity: 0,039 W/mK
of the
or
145mm thick thermally bonded polyester thermal insulation
complying with SANS1381-1:2013, laid over ceiling brandering closely fitted
(J1) FLOORS-All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications All floors to be constructed according to SANS 10400 Part J and NBR. (J2) FLOORS DAMP PROOFING-All ground floor finishes to have a ayer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid
safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed. •Balustrade style: surface mounted. •Balustrade to be min. of 1000mm high. (N1) GLAZING-Any material used in the glazing of any building hall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400. (N2) GLAZING AND VENTALATIONThe fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations. Air leakage and infiltration to doors and windows is to be restricted as per SANS 613. External doors that serve a habitable room are to have seal restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or fibrous seal. (P1) DRAINAGE-Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4). Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400 (4.21). Drainage installations in the building work must be protected n terms of Part P of Sans10400 (4.22.2). Discharge pipes located within a building to be enclosed within a duct and to be of shape and size readily accessible for cleaning in terms of Sans 1040 part P (4.18.2.). Accessible duct to be at least 440mmx220m. Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8). (P1) GAS INSTALLATION-Containers shall be at least: 1m away from any window and open into a building. 2m away from any drain, pit or manhole. 3m away from the property boundry unless its up and against a irewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall. 5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificat of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993). MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE. 2650 GROUND FLOOR 2650 GROUND FLOOR 3330 GROUND FLOOR +680 3330 GROUND FLOOR +680 5455 U/S LINTEL + 5455 U/S LINTEL + 6135 FIRST FLOOR 6135 FIRST FLOOR + 10879 ROOF HEIGHT 10879 ROOF HEIGHT 5425 UFFL 1ST FLOOR 5425 UFFL 1ST FLOOR 7550 U/S SOFIT 7550 U/S SOFIT 8260 U/S SOFIT + 8260 U/S SOFIT + 6257 WALL PLATE 6257 WALL PLATE 7355 WALL PLATE + m² Tiles Scullery 10 m² Vinyl PASSAGE 02 m² Vinyl Passage 01 25 m² Tiles Room 10 m² Tiles STOEP 8500MM BUILDING HEIGHT RESTRICTION (L6) INSULATION ROOFS (L1) ROOFS (L5) SISALATIONS ROOFS (L6) INSULATION ROOFS (L1) ROOFS (L5) SISALATIONS ROOFS (N1) GLAZING (N2) GLAZING AND VENTALATION (N1) GLAZING (N2) GLAZING AND VENTALATION (K5) WALLS LINTELS (K1) STRUCTURAL WALLS (K5) WALLS LINTELS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (J1) FLOORS (J2) FLOORS DAMP PROOFING (J1) FLOORS (J2) FLOORS DAMP PROOFING (J1) FLOORS (J2) FLOORS DAMP PROOFING (J1) FLOORS (J2) FLOORS DAMP PROOFING (L7) CEILINGS (L7) CEILINGS (K3) WALLS ROOF FIXING (K3) WALLS ROOF FIXING (K3) WALLS ROOF FIXING (L)GUTTERS (L)GUTTERS 11575 ROOF HEIGHT 11575 ROOF HEIGHT + 01 D11 02 D11 01 D5 01 D15 45 00 45 00 2050 DORMA HEIGHT +676 (L4) CONCRETE FLAT ROOF RWDP RWDP 1340 FLUE TO NBR AND MIN 1M ABOVE ROOF S1 02 2125 2125 (L4) CONCRETE FLAT ROOF 2650 GROUND FLOOR 4775 U/S LINTEL HEIGHT 10879 ROOF HEIGHT 7550 U/S SOFIT 7355 WALL PLATE (L4) CONCRETE FLAT ROOF (L4) CONCRETE FLAT ROOF (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (K5) WALLS LINTELS (L1) ROOFS (J1) FLOORS (J2) FLOORS DAMP PROOFING NEW OUTDOOR DECKING GUMPOLE CCA TREATED H4 100MM DIAMETRE (L)GUTTERS (LL3) FASCIAS AND BARGE BOARDS (N1) GLAZING (N2) GLAZING AND VENTALATION (K1) STRUCTURAL WALLS 11575 ROOF HEIGHT 02 D3 01 D6 02 D5 01 D5 01 D9 S1 01 FLUE TO NBR AND MIN 1M ABOVE ROOF 1205 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% As indicated 2/28/2023 4:34:56 PM MS104 2023/02/28 0185 MUN SM SECTION A-A & B-B 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 SECTION A-A Scale 1:100 SECTION B-B Scale 1:100 General Notes: Class of occupancy of this building: H4 Dwelling unit on its own site Population: 2 persons per bedroom Part 1: General All building work must comply with the revised national building regulations SANS 10400 and the standard building lay (1977/REV1989) and the requirement of the local authority. All building material must be SABS approved or have an agreemen certificate This project must stay with all specifications of this drawing, and for any changes the architect professional must be informed within 30 days. When adding to an existing
A
building a structural engineer must do a rational assessment which should be submitted to the local municipality in writing. The plumber must be registered Part B: Structure
conjunction
The
A
1M.
RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 NumberDescriptionDate
SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR
(L)GUTTERS-All Gutters to be aluminium custom made concealed Gutters rectangulardownpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed accordin to SANS 10400 Part P and NBR.
(LL3) FASCIAS AND BARGE BOARDS-A Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.
(L4) CONCRETE FLAT ROOF-255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer. Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.
(L5) SISALATION ROOFS-Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for he residential market.
INSULATION ROOFS-Isotherm 145mm thick thermally bonded polyester thermal insulation
11,5 kg/m³), complying with SANS1381-1:2013, laid ove ceiling brandering closely fitted
damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.
(M1) STAIRWAYS-All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided hat where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.
(M2) BALUSTRADE-GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed. •Balustrade style: surface mounted.
(N1) GLAZING-Any material used in the glazing of any building hall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400.
(N2) GLAZING AND VENTALATIONThe fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations. Air leakage and infiltration to doors and windows is to be restricted as per SANS 613. External doors that serve a habitable room are to have a seal o restrict air leakage and infiltration, consisting of a
ceiling separating a garage and any habitable room must have a fire resistance as stated in the SANS Part T A 220 MM Brick wall, called a fire wall is constructed which must be built to the underside of the roof covering and a fire door must be installed between a garage and the house and the door must have a threshhold of not less han 10MM.
Part V Space heating No Flue pipe or chimney shall be installed to be a fire hazard to adjacent material. No combustible material shall be built within 200 mm of the inside, of a chimney. The chimney outlet must be 1M above the roof minimum) and 1 M above the top of a window or ventilation opening.
Part W Fire Installation Not applicable for single dwelling units (H4) Unless rational design is required from the local unless ational design is required form the local authority. A fire engineer needs to be appoint or this.
Part XA: Energy Usage in buildings
Volume of hot water supply must be calculated 50% of hot water supply not to be from electricity. Solar water heating must comply with SAND 1307, 10106, 10254 and SANS 10252-1
All hot water pipes must be insulated (R Value =1)
Energy usage to comply with SANS 204
House must be designed to face north
Floors must be insulated underneath underfloor heating fenestration must be 15% of the area of the house or fenestration calculations must be done (double Glazing?)
Roof must be insulated to comply.
TIMBERS TO COMPLY WITH SANS 10163
Structural timber s to comply with SANS 10163
Timbers and dry walling to comply with SANS 082
Roof timbers to comply with SABS 563, 653 975, 1089, 1245
All timber used in the building must be SABS approved, treated against termite and other, according to SANS 1005. The timber must also be treated with preservative treatment.
S/T ALL TIMBER USED IN THE ERECTION OF A BUILDING BE TREATED AGAINST TERMITE AND WOOD BORER ATTACK & FUNGAL DECAY IN ACCORDANCE WITH SANS 10005.
NOTES TO OWNER AND CONTRACTOR
No work to commence prior to approval of the drawings by the Local Authority.
No deviations from the Approved plans are allowed and the architectural professional must be informed of any changes,
The contractor must check all levels and dimension prior o commencement of any work.
Any discrepancies must be reported to the Architectural Professional. Do not scale the drawings, if in doubt, ask.
All plumbing and electrical work to be carried out be registered persons, and on completion must provide a certificate of completion and compliance.
The owner is responsible for soil test.
The site must be identified, verified and the building must be set out by a registered land surveyor.
All finishing products (window frames, roof tiles, tiles, cornices etc.) must be approved by the Owner APPOINTED PROFESSIONAL prior to ordering and installation. All products must comply with SABS standards.
2650 GROUND FLOOR 4775 U/S LINTEL HEIGHT 10879 ROOF HEIGHT 5425 UFFL 1ST FLOOR 7550 U/S SOFIT 6257 WALL PLATE 18 m² Vinyl Bedroom 01 m² Tiles En-suite 01 10 m² Vinyl PASSAGE 02 21 m² Vinyl Lounge 11 m² Vinyl Dining area 16 m² Vinyl Kitchen (L6) INSULATION ROOFS (L1) ROOFS (L5) SISALATIONS ROOFS (N1) GLAZING (N2) GLAZING AND VENTALATION (K5) WALLS LINTELS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (J1) FLOORS (J2) FLOORS DAMP PROOFING (J1) FLOORS (J2) FLOORS DAMP PROOFING (L7) CEILINGS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (K1) STRUCTURAL WALLS (N1) GLAZING (N2) GLAZING AND VENTALATION 02 D13 06 D10 07 D10 01 W1 02 D10 01 D11 01 D3 01 D1 01 D9 W4 02 W4 01 170mm risers 500mm treads stairs to NBR NATURAL NGL 8500 HEIGHT ADJUSTED NGL 8500 HEIGHT ADJUSTED GROUND LEVEL AS PER GUIDELINES NGL 4775 U/S LINTEL HEIGHT 3330 GROUND FLOOR +680 5455 U/S LINTEL 6135 FIRST FLOOR 10879 ROOF HEIGHT 8260 U/S SOFIT 7355 WALL PLATE 38 m² Concrete Garage m² Tiles Wc room 03 25 m² Tiles Room (L6) INSULATION ROOFS (L1) ROOFS (L5) SISALATIONS ROOFS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (J1) FLOORS (J2) FLOORS DAMP PROOFING (J1) FLOORS (J2) FLOORS DAMP PROOFING (LL3) FASCIAS AND BARGE BOARDS (L7) CEILINGS (K3) WALLS ROOF FIXING (K3) WALLS ROOF FIXING (LL3) FASCIAS AND BARGE BOARDS (K1) STRUCTURAL WALLS (K1) STRUCTURAL WALLS 11575 ROOF HEIGHT 01 W9 05 D10 01 D15 02 D15 01 D7 S4 01 (H1) FOUNDATIONS -All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR. (HH1-2.3) GENERAL FOUNDATIONS-Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil shrinkable clay or a soil with collapsible fabric. Any such foundation shall be constructed In concrete having a ompressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement 4 parts of sand and 5 parts of coarse aggregate. Any continuous strip foundation shall have a thickness of not ess than 200 mm: Provided that where the foundation Is laid on solid rock such hickness shall not apply. (H) ENG. FOUNDATIONS-All the oundations to be constructed according to structural Engineers drawings. (K1) WALLS STRUCTURAL-All walls to be plaster and painted clay brick >14mpa (SABS). Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pregalvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR. (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. BUILDING NOTES (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (K3) WALLS ROOF FIXING-Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS-Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS-Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. Al to Engineers specifications and design. (K10) BALUSTRADE WALLS-Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL. (L1) ROOFS-0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ15 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications. •Roof Pitch: 5° •Colour to be "DOVE GREY" To be confirmed •Roof Profile: Klip-Lok 406™ •Material: AZ150 spelter Zincalume® (L7) CEILINGS -SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT
This
assessment
materials
assemblies under actual fire conditions. 1250 mm 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg (L6)
(Density:
4. •R-value: 3.37m².K/W •Thermal conductivity: 0,039 W/mK (J1) FLOORS-All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part J and NBR. (J2) FLOORS DAMP PROOFING-All ground floor finishes to have a ayer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm
standard incorporates a the factors pertaining to fire-hazard or fire-risk
of the
or
between rafters in Climatic Zone
•Balustrade to be min. of 1000mm high.
foam or rubber compressible strip or a fibrous seal. (P1) DRAINAGE-Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4). Sanitary fittings discharging to gully to discharge over that gully as Per Part P of Sans 10400 (4.21). Drainage installations in the building work must be protected n terms of Part P of Sans10400 (4.22.2). Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.). Accessible duct to be at least 440mmx220m. Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8). (P1) GAS INSTALLATION-Containers shall be at least: 1m away from any window and open into a building. 2m away from any drain, pit or manhole. 3m away from the property boundry unless its up and against a irewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall. 5m awat from switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to b 1.5m to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993). MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE. Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% As indicated 2/28/2023 4:35:04 PM MS105 2023/02/28 0185 MUN SM SECTION C-C & D-D 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 SECTION C-C Scale 1:100 SECTION D-D Scale 1:100 Part L: Roofs The roof span may not exceed 8M Roof timbers to comply with SABS 563, 653, 976, 1089, 1245 all timber used in the building must be SABS approved, treated against termite and other, according to SANS10005. The timber must also be treated with preservative treatment. Roof fixing to walls with 2 x 2mm galvanised steel wires, 300mm deep for concrete roof tiles and 600mm deep for metal roof sheeting. Complete roof construction as per engineers design, Part M: Stairways Stairs comply with SANS 10400 Part M Riser to be 200max and the tread to be 250Min. Min2.1M head room Provided a handrail or balustrade to comply: min 850 and max 1M above the pitch line and opening in the balustrade may exceed Ø100. Masonry stairways must comply with SANS 2001-CM1, CC1 &2. Timber Stairways to SAN 10400 Part M 4.5 Part S: Facilities for persons with disabilities Not applicable for single dwelling units (H4) Part T: Fire Protection The wall and or
RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 NumberDescriptionDate
not apply.
(H) ENG. FOUNDATIONS-All the oundations to be constructed according to structural Engineers drawings.
(K1) WALLS STRUCTURAL-All walls to be plaster and painted clay brick >14mpa (SABS). Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pregalvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS
SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR
(L)GUTTERS-All Gutters to be aluminium custom made concealed Gutters rectangulardownpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed according to SANS 10400 Part P and NBR.
(LL3) FASCIAS AND BARGE BOARDS-A Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.
(L4) CONCRETE FLAT ROOF-255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer. Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.
(L5) SISALATION ROOFS-Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for he residential market. This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions.
mm x 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg
(L6) INSULATION ROOFS-Isotherm 145mm thick thermally bonded polyester thermal insulation
(J1) FLOORS-All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part and NBR.
(J2) FLOORS DAMP PROOFING-All ground floor finishes to have ayer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.
(M1) STAIRWAYS-All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided hat where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.
(M2) BALUSTRADE-GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To e confirmed.
stay with all specifications of this drawing, and for any changes the architect professional must be informed within 30 days. When adding to an existing building a structural engineer must do a rational assessment which should be submitted to the local municipality in writing. The plumber must be registered
Part B: Structure A structural engineer must be appointed for the complete structure, foundations, ground conditions, walls, all concrete word and the roof. These drawings must be read in conjunction with the engineer’s plans and specifications.
Part C: Dimensions
The architect professional must immediately be informed when any dimensions, height or levels differs from plans.
Part D: Public Safety
A balustrade that complies, must be provide at any change in level that exceeds 1M. Vehicle ramp shall be 1:25, 5M away from street, wheel chair ramps shall be 1.8, 1.2M wide with 150MM kerb. Swimming pool safety must comply with SANS 1390, a wall or fence of min 1.2m must be provided to prevent public from the street to have access to the pool. Self-closing and self-locking mechanism must be provided on pedestrian’s gates (1.2 high with no opening to exceed ?100) or a safety net and warning devises can be provided, to comply with SANS 10134.
Part E: Demolish No building may be demolished prior to applying for permission from the municipality.
Part F: Site operations
Provide protection against termite activity according to SANS 10124. All storm water disposal during construction shall comply with SANS 10400 Part R. A water closet shall be provided on site during construction. The contractor is responsible to make provision for public safety on the construction site. No building rubble may be left on the site, other stands, sidewalks or any other public place, after construction.
Part G Excavations
Excavations (temporary and permanent) must comply see detail
1,2,3
to discharge over that gully as Per Part P of Sans 10400 (4.21). Drainage installations in the building work must be protected n terms of Part P of Sans10400 (4.22.2). Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.). Accessible duct to be at least 440mmx220m. Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8).
(P1) GAS INSTALLATION-Containers shall be at least: 1m away from any window and open into a building. 2m away from any drain, pit or manhole.
away from the property boundry unless its up and against a irewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall.
awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the
The owner shall be responsible for damage to any existing structure due to excavations on his site. Blasting permitted, see SANS 10400 Part G (PG 6) for minimum distance between existing structures and the blast hole!
Part H: Foundations
Excavations for foundations must be level and the concrete must have a compressive strength of 15 MPA, Mixed at 5:4:0 No Foundation wall may be higher than 1.5m or a structural enginee must be appointed. For any ground conditions, an engineer mus be appointed to design the foundations, Geological reports can be obtained from the local authority, if and when not available the municipality may request the owner to provide such a report (Geological Engineer)
Part J: Floors
Any laundry, kitchen and bathroom must have a water resistant floor. Suspended floors must comply with SANS 10400 B, and T SANS 10082 and not be exposed to the elements.
Concrete floor supported on the ground must be 100mm thick, constructed of concrete of 10 MPA and mixed 5:4:1 (as per SANS 2001-CC1) on hard core filling (compacted in 150mm thick layers, while moist) a civil engineer must design any fills where the height of fill beneath the floo exceeds 400 mm
Provide a polyolefin under any membrane of 250.
All other concrete slabs must be designed by a structural engineer.
Part K: Walls
The span between roof supporting walls must be 8M max. The height above any opening to the wall plate height may not be less than 400mm (Ceiling height + 2.55mmMin & 3M Max)
The compressive strength of masonry units may not be less than 4 MPA.
Masonry units on the lower story of a double storey building may not be less than 10MPA.
Cass II Morter (Mixture of 4:1) to comply with SANS 2001-CM1.
A Concrete floor slab may not span more than 6M. Wall construction must comply within SANS 2001-CM1
Lintels must be provided above all openings.
Pre-stressed concrete brick force as per SANS 10400 Park K a structural Engineer must design any opening in a wall that exceeds 2.5M
See detail 6, 7 & 8 for free standing and garden walls.
Provide control joints in concrete slab and walls as per engineer’s specifications.
Provide damp proofing against walls subject to damp from the ground horizontally.
Horizontal damp proofing with mastoid or similar must be provided in the wall on UGGL and may not be lower than 150mm above the natural ground level.
2650 GROUND FLOOR 4775 U/S LINTEL HEIGHT 10879 ROOF HEIGHT 5425 UFFL 1ST FLOOR 7550 U/S SOFIT 8260 U/S SOFIT 6257 WALL PLATE 11575 ROOF HEIGHT 8925 4900 3605 2775 2125 (N1) GLAZING (N2) GLAZING AND VENTALATION (N1) GLAZING (N2) GLAZING AND VENTALATION (LL3) FASCIAS AND BARGE BOARDS (N1) GLAZING (N2) GLAZING AND VENTALATION (L1) ROOFS (L)GUTTERS (L)GUTTERS 01 D12 02 D13 01 D1 01 D3 01 D13 3330 GROUND FLOOR +680 5455 U/S LINTEL 6135 FIRST FLOOR 10879 ROOF HEIGHT 7355 WALL PLATE 11575 ROOF HEIGHT + (N1) GLAZING (N2) GLAZING AND VENTALATION (LL3) FASCIAS AND BARGE BOARDS (L1) ROOFS (L)GUTTERS (L)GUTTERS (LL3) FASCIAS AND BARGE BOARDS (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS 01 D8 01 W9 S4 01 (H1) FOUNDATIONS -All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR. (HH1-2.3) GENERAL FOUNDATIONS-Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil o shrinkable clay or a soil with a collapsible fabric. Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement 4 parts of sand and parts of coarse aggregate. Any continuous strip foundation shall have a thickness of not ess than 200 mm: Provided that where the foundation Is laid on solid rock such hickness shall
935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR. (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. BUILDING NOTES (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (K3) WALLS ROOF FIXING-Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS-Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS-Lintels shall be provided above all window nd door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. Al to Engineers specifications and design. (K10) BALUSTRADE WALLS-Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL. (L1) ROOFS-0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications. •Roof Pitch: 5° •Colour to be "DOVE GREY" To be confirmed •Roof Profile: Klip-Lok 406™ •Material: AZ150 spelter Zincalume® (L7) CEILINGS -SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT
1250
(Density: 11,5 kg/m³),
between rafters in Climatic Zone 4. •R-value: 3.37m².K/W •Thermal conductivity: 0,039 W/mK
complying with SANS1381-1:2013, laid ove ceiling brandering closely fitted
•Balustrade style: surface mounted. •Balustrade to be min. of 1000mm high. (N1) GLAZING-Any material used in the glazing of any building shall be of secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400. (N2) GLAZING AND VENTALATIONThe fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations. Air leakage and infiltration to doors and windows is to be restricted as per SANS 613. External doors that serve a habitable room are to have a seal o restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or a fibrous seal.
Sans 10400 Part P. Drainage installations
building
installed in terms of Part P of Sans10400 (4.19.4). Sanitary fittings discharging to a gully
(P1) DRAINAGE-Drainage Installations to comply with
under
work must be
left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993). MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE. Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% As indicated 2/28/2023 4:36:24 PM MS106 2023/02/28 0185 MUN SM ELEVATIONS 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 NORTH ELEVATION Scale 1:100 SOUTH ELEVATION Scale 1:100 RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2). DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 General Notes: Class of occupancy of this building: H4 Dwelling unit on its own site Population: 2 persons per bedroom Part 1: General All building work must comply with the revised national building regulations SANS 10400 and the standard building lay (1977/REV1989) and the requirement of the local authority. All building material must be SABS approved or have an agreemen certificate This project must
3m
5m
NumberDescriptionDate
SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR
(L)GUTTERS-All Gutters to be aluminium custom made concealed Gutters rectangulardownpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed according to SANS 10400 Part P and NBR.
(LL3) FASCIAS AND BARGE BOARDS-A Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.
(L4) CONCRETE FLAT ROOF-255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by
General Notes:
Class
Dwelling unit on its own site
Population: 2 persons per bedroom
Part 1: General All building work must comply with the revised national building regulations SANS 10400 and the standard building lay (1977/REV1989) and the requirement of the local authority.
All building material must be SABS approved or have an agreement certificate
This project must stay with all specifications of this drawing, and for any changes the architect professional must be informed within 30 days. When adding to an existing building a structural engineer must do a rational assessment which should be submitted to the local municipality in writing.
The plumber must be registered
Part B: Structure
A structural engineer must be appointed for the complete structure, foundations, ground conditions, walls, all concrete word and the roof. These drawings must be read in conjunction with the engineer’s plans and specifications.
Part C: Dimensions
The architect professional must immediately be informed when any dimensions, height or levels differs from plans.
Part D: Public Safety
A balustrade that complies, must be provide at any change in level that exceeds 1M. Vehicle ramp shall be 1:25, 5M away from street, wheel chair ramps shall be 1.8, 1.2M wide with 150MM kerb.
Swimming pool safety must comply with SANS 1390, a wall or fence of min 1.2m must be provided to prevent public from the street to have access to the pool. Self-closing and self-locking mechanism must be provided on pedestrian’s gates (1.2 high with no opening to exceed ?100) or a safety net and warning devises can be provided, to comply with SANS 10134.
Part E: Demolish No building may be demolished prior to applying for permission from the municipality.
Part F: Site operations
Provide protection against termite activity according to SANS 10124. All storm water disposal during construction shall comply with SANS 10400 Part R. A water closet shall be provided on site during construction. The contractor is responsible to make provision for public safety on the construction site. No building rubble may be left on the site, other stands, sidewalks or any other public place, after construction.
Part G Excavations
Excavations (temporary and permanent) must comply see detail 1,2,3
The owner shall be responsible for damage to any existing structure due to excavations on his site. Blasting permitted, see SANS 10400 Part G (PG 6) for minimum distance between existing structures and the blast hole!
Part H: Foundations
Excavations for foundations must be level and the concrete must have a compressive strength of 15 MPA, Mixed at 5:4:0 No Foundation wall may be higher than 1.5m or a structural engineer must be appointed. For any ground conditions, an engineer must be appointed to design the foundations, Geological reports can be obtained from the local authority, if and when not available the municipality may request the owner to provide such a report (Geological Engineer)
Part J: Floors Any laundry, kitchen and bathroom must have a water resistant floor.
Suspended floors must comply with SANS 10400 B, and T SANS 10082 and not be exposed to the elements. Concrete floor supported on the ground must be 100mm thick, constructed of concrete of 10 MPA and mixed 5:4:1 (as per SANS 2001-CC1) on hard core filling (compacted in 150mm thick layers, while moist) a civil engineer must design any fills where the height of fill beneath the floor exceeds 400 mm
Provide a polyolefin under any membrane of 250. All other concrete slabs must be designed by a structural engineer.
Part K: Walls
The span between roof supporting walls must be 8M max. The height above any opening to the wall plate height may not be less than 400mm (Ceiling height + 2.55mmMin & 3M Max) The compressive strength of masonry units may not be less than 4 MPA.
Masonry units on the lower story of a double storey building may not be less than 10MPA.
Cass II Morter (Mixture of 4:1) to comply with SANS 2001-CM1.
A Concrete floor slab may not span more than 6M.
Wall construction must comply within SANS 2001CM1 Lintels must be provided above all openings.
Pre-stressed concrete brick force as per SANS 10400 Park K a structural Engineer must design any opening in a wall that exceeds 2.5M
See detail 6, 7 & 8 for free standing and garden walls.
Provide control joints in concrete slab and walls as per engineer’s specifications.
Provide damp proofing against walls subject to damp from the ground horizontally.
Horizontal damp proofing with mastoid or similar must be provided in the wall on UGGL and may not be lower than 150mm above the natural ground level.
2650 GROUND FLOOR 2650 GROUND FLOOR 4775 U/S LINTEL HEIGHT 4775 U/S LINTEL HEIGHT 3330 GROUND FLOOR +680 3330 GROUND FLOOR +680 5455 U/S LINTEL 5455 U/S LINTEL 6135 FIRST FLOOR 6135 FIRST FLOOR 10879 ROOF HEIGHT 5425 UFFL 1ST FLOOR 5425 UFFL 1ST FLOOR 7550 U/S SOFIT 7550 U/S SOFIT 8260 U/S SOFIT 8260 U/S SOFIT 6257 WALL PLATE 6257 WALL PLATE 7355 WALL PLATE 7355 WALL PLATE 11575 ROOF HEIGHT 8245 4930 4025 2805 2125 8230 4900 3605 2775 2125 (N1) GLAZING (N2) GLAZING AND VENTALATION (LL3) FASCIAS AND BARGE BOARDS (N1) GLAZING (N2) GLAZING AND VENTALATION (LL3) FASCIAS AND BARGE BOARDS (N1) GLAZING (N2) GLAZING AND VENTALATION (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS (H) ENG. FOUNDATIONS (L4) CONCRETE FLAT ROOF (L1) ROOFS (L1) ROOFS 2050 DORMA HEIGHT +676 2050 DORMA HEIGHT +676 CHIMNEY TO NBR AND MIN 1M ABOVE ROOF W8 01 W4 02 2650 GROUND FLOOR 2650 GROUND FLOOR 4775 U/S LINTEL HEIGHT 4775 U/S LINTEL HEIGHT 3330 GROUND FLOOR +680 3330 GROUND FLOOR +680 5455 U/S LINTEL 5455 U/S LINTEL + 6135 FIRST FLOOR 6135 FIRST FLOOR + 10879 ROOF HEIGHT 10879 ROOF HEIGHT 5425 UFFL 1ST FLOOR 5425 UFFL 1ST FLOOR 5370 UFFL +686 7550 U/S SOFIT 7550 U/S SOFIT 8260 U/S SOFIT 8260 U/S SOFIT + 6257 WALL PLATE 6257 WALL PLATE 7355 WALL PLATE 7355 WALL PLATE + 11575 ROOF HEIGHT 11575 ROOF HEIGHT + 8230 4900 3485 2775 2125 8245 4930 4025 2805 2040 (N1) GLAZING (N2) GLAZING AND VENTALATION (LL3) FASCIAS AND BARGE BOARDS (N1) GLAZING (N2) GLAZING AND VENTALATION (LL3) FASCIAS AND BARGE BOARDS (N1) GLAZING (N2) GLAZING AND VENTALATION (L4) CONCRETE FLAT ROOF (L1) ROOFS (L1) ROOFS (L1) ROOFS (N1) GLAZING (N2) GLAZING AND VENTALATION 03 D5 10 D9 W4 01 W6 01 W7 01 CHIMNEY TO NBR AND MIN 1M ABOVE ROOF NATURAL NGL 8500 HEIGHT ADJUSTED NGL 8500 HEIGHT ADJUSTED GROUND LEVEL AS PER GUIDELINES NGL (H1) FOUNDATIONS -All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR. (HH1-2.3) GENERAL FOUNDATIONS-Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil o shrinkable clay or a soil with a collapsible fabric. Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement 4 parts of sand and 5 parts of coarse aggregate. Any continuous strip foundation shall have a thickness of not ess than 200 mm: Provided that where the foundation Is laid on solid rock such hickness shall not apply. (H) ENG. FOUNDATIONS-All the oundations to be constructed according to structural Engineers drawings. (K1) WALLS STRUCTURAL-All walls to be plaster and painted clay brick >14mpa (SABS). Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pre-galvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR. (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. BUILDING NOTES (K2) WALLS DPC -Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps. (K3) WALLS ROOF FIXING-Timber oof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS-Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS-Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. Al to Engineers specifications and design. (K10) BALUSTRADE WALLS-Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL. (L1) ROOFS-0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications. •Roof Pitch: 5° •Colour to be "DOVE GREY" To be confirmed •Roof Profile: Klip-Lok 406™ •Material: AZ150 spelter Zincalume® (L7) CEILINGS -SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT
installer. Clean
not exceeding
All flat roofs to
constructed
to
10400 Part
engineer's design and specifications. (L5)
fully comply with the National Building Legislation SANS 10400 as specified for he residential market. This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions. 1250 mm x 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg (L6) INSULATION ROOFS-Isotherm 145mm thick thermally bonded polyester thermal insulation (Density: 11,5 kg/m³), complying with SANS1381-1:2013, laid ove ceiling brandering closely fitted between rafters in Climatic Zone 4. •R-value: 3.37m².K/W •Thermal conductivity: 0,039 W/mK (J1) FLOORS-All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part J and NBR. (J2) FLOORS DAMP PROOFING-All ground floor finishes to have a ayer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design. (M1) STAIRWAYS-All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided hat where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm. (M2) BALUSTRADE-GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed. •Balustrade style: surface mounted. •Balustrade to be min. of 1000mm high. (N1) GLAZING-Any material used in the glazing of any building hall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400. (N2) GLAZING AND VENTALATIONThe fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations. Air leakage and infiltration to doors and windows is to be restricted as per SANS 613. External doors that serve a habitable room are to have seal restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or fibrous seal. (P1) DRAINAGE-Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4). Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400 (4.21). Drainage installations in the building work must be protected n terms of Part P of Sans10400 (4.22.2). Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.). Accessible duct to be at least 440mmx220m. Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8). (P1) GAS INSTALLATION-Containers shall be at least: 1m away from any window and open into a building. 2m away from any drain, pit or manhole. 3m away from the property boundry unless its up and against irewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall. 5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the left/right o the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993). MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE. Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% As indicated 2/28/2023 4:36:53 PM MS107 2023/02/28 0185 MUN SM ELEVATIONS 02 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 EAST ELEVATION Scale 1:100 WEST ELEVATION Scale 1:100
specialist
Crushed Stone pebbles
19-25mm placed ontop of concrete roof slab, TBC.
be
according
SANS
L. Reinforced concrete roof slab to the
SISALATION ROOFS-Sisalation® 405 has been specifically reformulated to
of occupancy of this building: H4
NumberDescriptionDate
1200mm x 960mm 1 ALL DIMENSIONS TO BE CONFIRMED ON SITE Top Hung Powder Coated Aluminium -Grey W1 QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: FFL U/S LINTEL HEIGHT Laminate safety glass as per fenestration calculation U/S WINDOW HEIGHT U/S LINTEL HEIGHT W2 FFL W3 ALL DIMENSIONS TO BE CONFIRMED ON SITE ALL DIMENSIONS TO BE CONFIRMED ON SITE FFL U/S LINTEL HEIGHT W5 1225900 U/S WINDOW HEIGHT ALL DIMENSIONS TO BE CONFIRMED ON SITE U/S WINDOW HEIGHT 1200300900 12001200 FFL FFL ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: 2125 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: U/S LINTEL HEIGHT W6 2205 ALL DIMENSIONS TO BE CONFIRMED ON SITE W9 WINDOW HEIGHT W4 W8 ALL DIMENSIONS TO BE CONFIRMED ON SITE FIXED FIXED 960 9003001200 12001200 U/S WINDOW HEIGHT 1800 3001200300 2400 1600 800 FFL FIXED FFL 1225 9751225 4935 EQ EQEQEQ 45 00 45 00° 3560 24501105 1105 U/S CONCRETE SOFIT 4465 1115111511351100 2125 W7 U/S WINDOW HEIGHT 4915 26654011051110 45 00° 45 00 ° IRONMONGERY:IRONMONGERY:IRONMONGERY: GLAZING: LOCATION: GLAZING: LOCATION: GLAZING: LOCATION: En-suite 01 1200mm x 650mm 1 Fixed Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation En-suite 01 N/A N/A N/A N/A 1800mm x 1600mm 1 Fixed Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation En-suite 01 N/A N/A QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 4940mm x 4935mm 2 Fixed Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Bedroom 03 N/A N/A 1225mm x 3205mm 1 Sliding Window Powder Coated Aluminium -Grey QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: Laminate safety glass as per fenestration calculation IRONMONGERY: GLAZING: LOCATION: Bathroom 02 N/A N/A 3205 820800760820 2205mm x 1225mm 1 Fixed Powder Coated Aluminium -Grey QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: Laminate safety glass as per fenestration calculation IRONMONGERY: GLAZING: LOCATION: Hallway N/A N/A 3810mm x 1105mm 1 Fixed Powder Coated Aluminium -Grey QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: Laminate safety glass as per fenestration calculation IRONMONGERY: GLAZING: LOCATION: Passage 04 N/A N/A 4465mm x 2125mm 1 Fixed Powder Coated Aluminium -Grey QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: Laminate safety glass as per fenestration calculation IRONMONGERY: GLAZING: LOCATION: Entertainment N/A N/A 5365mm x 1105mm 1 Fixed Powder Coated Aluminium -Grey QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: Laminate safety glass as per fenestration calculation IRONMONGERY: GLAZING: LOCATION: Staircase 02 N/A N/A U/S LINTEL HEIGHT WINDOW HEIGHT WINDOW HEIGHT 1105 650 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% 1 25 2/28/2023 4:36:57 PM MS108 2023/02/28 0185 MUN SM Window & door schedule 01 2811SAN FRANCIS MAUS House MAUS AB SAN FRANCIS 2811 NumberDescriptionDate
9385mm x 2125mm 1 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: FFL ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: D6 D7 D1 Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation 2125 9385 2390 23002300 2390 FIXEDFIXEDFIXED U/S LINTEL HEIGHT U/S LINTEL HEIGHT 4000 139513051305 2125 D5 2125 148513951395 4270 D8 FFL U/S LINTEL HEIGHT FFL U/S LINTEL HEIGHT FFL U/S LINTEL HEIGHT FFL IRONMONGERY: IRONMONGERY: IRONMONGERY:IRONMONGERY: GLAZING: LOCATION: GLAZING: LOCATION: GLAZING: LOCATION: GLAZING: LOCATION: Lounge /Kitchen & Dining 4000mm x 2125mm 3 Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Hallway/ Entertainment 1825mm x 2125mm 1 Sliding door Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Passage 02 Cavity Sliding door Sliding door 4270mm x 2125mm 1 Sliding door Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Children's Lounge QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 4800mm x 2125mm 1 Sliding door Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Garage TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC FIXED 2920 935845845300 950205970 2125 QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 2920mm x 2125mm 1 Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Bedroom 01 Sliding door TBC TBC D4 2740 14151325 2125 Kitchen QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: FFL 2920 300935845845 950205975 D3 U/S LINTEL HEIGHT IRONMONGERY: GLAZING: LOCATION: 2920mm x 2125mm 1 Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Bedroom 01 FIXED Sliding door TBC TBC 2125 FFL ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: 2125 1000 D2 U/S LINTEL HEIGHT IRONMONGERY: GLAZING: LOCATION: 1000mm x 2125mm 1 Door Swing Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Entrance Foyer TBC TBC W10 1590 2125 1590mm x 2125mm 1 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL:Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation IRONMONGERY: GLAZING: LOCATION:Passage 02 Fixed Window TBC TBC U/S LINTEL HEIGHT FIXED 4800 2125 Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% 1 25 2/28/2023 4:37:03 PM MS109 2023/02/28 0185 MUN SM Window & Door Schedule 02 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 NumberDescriptionDate
FFL ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: D13 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: FFL D10 D14 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: ALL DIMENSIONS TO BE CONFIRMED ON SITE FFL D9 FFL ALL DIMENSIONS TO BE CONFIRMED ON SITE D12 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: 2125 4940 1190128012801190 2125 900 D11 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: 2125 1100 1870 3100 109510051005 2125 U/S LINTEL HEIGHT U/S LINTEL HEIGHT U/S LINTEL HEIGHT U/S LINTEL HEIGHT U/S LINTEL HEIGHT U/S LINTEL HEIGHT 2125 900 1870 3200 112510351035 2125 U/S LINTEL HEIGHT FFLFFL D15 IRONMONGERY: IRONMONGERY: IRONMONGERY:IRONMONGERY: IRONMONGERY: GLAZING: LOCATION: GLAZING: LOCATION: GLAZING: LOCATION: GLAZING: LOCATION: GLAZING: LOCATION: QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 4940mm x 2125mm 1 Sliding door Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Lounge 900mm x 2125mm 9 Door Swing Timber Laminate safety glass as per fenestration calculation Bedroom 1, 2, 3, 4, 5, Services , Passage 02, & WC Room 2 & 3 1100mm x 2125mm 2 Sliding door Timber Laminate safety glass as per fenestration calculation Scullery QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 3100mm x 2125mm 1 Sliding door Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Bedroom 02 1000mm x 2125mm 2 Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Entrance Foyer & Study 900mm x 2125mm 4 Sliding door Timber Wc Room 01, Bathroom 02, En-suite 04 & 05 Door Swing 3200mm x 2125mm 2 Sliding door Powder Coated Aluminium -Grey Laminate safety glass as per fenestration calculation Bathroom 04 & 05 N/A S5 1100 2125 TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% 1 25 2/28/2023 4:37:07 PM MS110 2023/02/28 0185 MUN SM Window & Door schedule 03 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 NumberDescriptionDate
S5 S1 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 2125mm x 1255mm 2 Fixed Timber Duct 1 & 2 N/A U/S OF SCREEN QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: S2 S3 S5 FFL U/S LINTEL HEIGHT 2125mm x 1200mm 1 Fixed Steel Storage N/A FFL U/S LINTEL HEIGHT ALL DIMENSIONS TO BE CONFIRMED ON SITE ALL DIMENSIONS TO BE CONFIRMED ON SITE 6985 1480 2125mm x 700mm 1 Fixed Duct 3 N/A Steel 700 2125 6985mm x 1480mm 1 Fixed Hallway N/A Steel TBCTBCTBC TBC TBC TBC TBC TBC TBC TBC TBC ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 2070mm x 3200mm 1 Fixed Timber Bathroom 02 N/A U/S OF SCREEN U/S LINTEL HEIGHT TBC TBC 3200 2070 S4 U/S LINTEL HEIGHT 1255 2125 1200 2125 S6 ALL DIMENSIONS TO BE CONFIRMED ON SITE QUANTITY: OVERALL SIZE: HANDLES: FRAME MATERIAL: IRONMONGERY: GLAZING: LOCATION: 1700mm x 1555mm 1 Fixed Timber Duct 03 N/A TBC TBC 1555 1700 U/S OF SCREEN U/S LINTEL HEIGHT Architect Client NOTE: IMPORTANT MUNICIPAL INFORMATION ERF nr. ERF (sqm) ZONING ALLOTMENT AREA -FIRST FLOOR COVERAGE COVERAGE PERCENTAGE REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE -USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. 1183.756 m2 RES 1 419 m2 35.395 % 291 m REV OUTDOOR DECK AREA + POOL25 m COURTYARD33 m GROSS FLOOR AREA (GFA) 408 m 119 m -GROUND FLOOR 70 m EXTERNAL OPEN FLOOR AREA CONCRETE ROOF/ROOF AREA%60/419=14.31% 1 25 2/28/2023 4:45:43 PM MS111 2023/02/28 0185 MUN SM Screening schedule 2811 SAN FRANCIS MAUS House MAUS Checker SAN FRANCIS 2811 NumberDescriptionDate
UP UP UP 4321 UP 60 Existing Vehicular Entrance 0mm Building line 0mm Building line 5mm Building line 0mm Building line PROPOSED NEW WAREHOUSE ERF 1981 IBR 686 colour tbc fixed with fastners on steel cchannel as per manufacturer Existing paving (Highlited in light grey) New paving to match existing 19 18 17 161514131211 EXISTING ERF 1981 8.8° Roof pitch 2° Roof pitch 2° Roof pitch EXISTING EXISTING Slope Storm water management to engineers specification IE 1 drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P. drainage/sewerage lines underneath load bearing wall to be encased in concrete. Ex. MH to be moved to new position. New MH DRAINAGE LINE 02 ERF 1980 ERF 321 LANE ERF 2816ERF 1983 MANGOLD STREET N 56 682 BOUNDRY LINIE 28 341 BOUNDRY LINIE Street furniture unaffected 150mm 120mm Custom aluminum conealed box gutters notched to suit profile 5° Roof pitch New paving to match existing 110mm uPVC Drainage pipe min 450 mm below NGL TO COMPLY TO SANS 10400 PART P Existing paving (Highlited in light grey) Existing paving (Highlited in light grey) New parking New parking New Vehicular Exit EXISTING PARKING TO REMAIN UNAFFECTED 1 2 500mm high and 230mm thick wall New gate Existing gate 6201 150mm x 120mm Custom aluminum conealed box gutters notched to suit profile 150mm x 120mm Custom aluminum conealed box gutters notched to suit profile 150mm x 120mm Custom aluminum conealed box gutters notched to suit profile paving sloped down towards the middle Existing Clearvu fenceExisting Clearvu fence Existing Clearvu pedestrian gate Pedestrian access 3 4 109 EXISTING PARKING TO REMAIN UNAFFECTED 78 5 6 drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P RE 1 IE 1 Existing drainage line to remain Existing drainage line to be redundant Existing vibracreate wall Existing vibracreate wall 105.43104.60105.00 1:10 1:10 1:10 1:10 1:10 1:10 105.00 105.00 104.50 104.40104.90 105.00 104.30 104.80 1:1001:1001:80 Storm water to attenuate in an controlled manner ALLSTORM WATER MANAGEMENT TO ENGINEERS SPECIFICATIONS Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope ss/vp ss/vp ss/vp ss/vp Ex.MH be moved new position IE DRAINAGE LINE01 Existing drainage line to remain GULLEY ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m 105.43 105.00 104.90 105.00 105.00 105.00 105.00 104.60 104.50 104.40 104.30 104.90 1.80m2 3.12m2 2.40m2 1.28m2 104.90m 104.90m 104.90m 104.80 10m10m8m 22308 COVER LEVEL INVERT LEVEL DEPTH DISTANCE FALL 9 519 981 ALL LEVELS TO BE CONFIRMED ON SITE BEFORE CONSTRUCTION COMMENCES 22.308m 1:40 10 500 new. manholenew. manhole drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P 9 366 8 904 462 NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:17:50 PM 100 - 00 2023-05-30 000 Minicipal SM SITE PLAN Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker 1 100 Site Plan 1 NumberDescriptionDate 1 100 STORM WATER MANAGEMENT 1 : 50 Drainage Line 01
1817161514131211109876 3 21 UP UP 18 17 16 15 14 13 12 11 10 10 m² boardroom Tile 6 m² BATHROOM 01 Tile 5 m² KITCHEN Tile 28 m² Office 01 Tile 10094 598270200027052791103271270 2 m² FEMALE ABLUTIONS Tile 10 m² OFFICE 02 Epoxy 3 m² KITCHEN 02 TILE m² MALE ABLUTIONS Tile 100 m² WAREHOUSE 01 Epoxy 157 m² WAREHOUSE 02 Epoxy 13531102400984 5109001540 1598270 42162500 23 m² RECEPTION 01 Epoxy m² MALE ABLUTIONS Tile 2 m² FEMALE ABLUTIONS Tile 2703060270175027012002301198230580123032072704817230150023011982301260270 23011672702840110148002301950270 230342411012431104747230 15541800200518005932302112 9701598317025001200 1983 922810618810228810 2178 3260 228810940810 927 1265 1385 6685009285005921200208725001385250061881055335001114500647500204016001000 existing Water tank be moved existing non structural wall demolished existing non structural wall demolished existing non structural wall demolished 5 m² RECEPTION 02 Epoxy 1 1 2 2 3 3 A A B B C C D D E E Existing window and frame moved to new window position as indicated. Remaining wall to be demolished till u/s Lintel, make good in all trades 6 6 5 5 7 7 12068 1 1 2 2 2 New planter box 19 18 17 New planter box New door and frame. make good in all trades. Existing opening to be infilled with brick plastered and painted to match existing WC WC WCWCWC WB WB WB WB sink 21867 All structural columns to engineer All structural columns to engineer All structural columns to engineer All structural columns to engineer All structural columns to engineer New Roller shutter door New Roller shutter door New Roller shutter door new 110mm brick wall to be finished to match existing from ffl till u/s slab new 230mm brick wall to be finished to match existing from ffl till u/s slab new 230mm brick wall to be finished to match existing from ffl till u/s slab new 270mm brick wall to be finished to match existing from ffl till u/s slab new 230mm brick wall to be finished to match existing from ffl till u/s slab new 270mm brick wall to be finished to match existing from ffl till u/s slab 3 m² LOBBY 02 Polished concrete m² LOBBY 01 concrete new timber steps treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M 03 W1 01 W1 02 W1 04 W1 05 W1 01 W10 01 W3 02 W3 01 W4 01 W5 01 D2 02 D2 04 D2 05 D2 01 D1 02 D1 01 D3 02 D3 01 D04 10 40 01 D04 02 D04 03 D04 04 D04 05 D04 27721 02 D6 01 D6 03 D2 CW HW 20mm CW HW 20mm CWCWCW CW HW 20mm CW HW 20mm CW HW 20mm CWCW 20mm CW ss/vp ss/vp ss/vp IE 1RE existing MH to be moved to new position Counter flap Sh CW HW IE 3 02 W5 2 m² Guest Wc Tile Existing window and frame moved slighty to make space for new door opening existing non structural wall demolished drainage line 01 CW HW 20mm CW HW 20mm WC Existing drainage line to be redundant 9438 43827018602706600 17716 230433503830270180027035442303207 530169013390054121800270140027262500355 paving sloped down to the middle ss/vp Ex.MH to be moved to new position New below 250L Gyser with drip tray ceiling New below 250L Gyser with drip tray ceiling new timber steps treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P MH Existing window opening to be infilled with brick plastered and painted to match existing 06 D04 43885087551658006400 54695735 900054695469 08 D04 GULLEY IE 2 drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P CW HW new 230mm brick wall to be finished to match existing from ffl till u/s slab new 230mm brick wall to be finished to match existing from ffl till u/s slab 06 W1 09 D04 07 D04 new door position for Existing door and frame Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Existing drainage line to remain NEW MH GULLEY IE 4 EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. 1:12 ramp to comply with SANS 104400 PART S new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. 975 55339704 7901152374584 360024121 59811470 ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 - New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:18:01 PM 101 - 00 2023-05-30 000 Minicipal SM GROUND FLOOR PLAN Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker 1 50 GROUND FLOOR 1 NumberDescriptionDate
1817161514131211109876 5 4 3 21 UP UP 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 1 2 2 3 3 A A B B C C D D E E 6 6 5 5 7 7 1 1 48 m² Mezzanine 02 Decking 1 1 270174462709735 27721 1163160014001600150316001400160080951600272116001839 11470 27010870330 270284011016980270 359461811012431103384270 17716 270140092303207 20470 3260 14 m² Mezzanine storage Decking 88702060 1060 21186090 2178 2 2 2 2 Existing parapety wall to be demolished till u/s of decking make good all trades 22mm timber on 144 50mm joists @ max 450 mm cc on 144 x 50mm joist@ max 450mm new timber steps treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M All structural columns to engineer All structural columns to engineer All structural columns to engineer All structural columns to engineer All structural columns to engineer 6346 new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. Lobby to be boxed using dry wall. 22mm timber on 144 50mm joists @ max 450 mm cc on 144 x 50mm joist@ max 450mm 01 W5 02 W5 03 W5 04 W5 05 W5 06 W5 10005 INTERNAL: new 270mm brick wall to have a bagged finish INTERNAL: new 270mm brick wall to have bagged finish ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 - New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:18:05 PM 101 - 01 2023-05-30 000 Minicipal SM MEZZANINE Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker 1 : 50 mezzanine floor 1 NumberDescriptionDate
18 17 16 15 14 13 12 11 10 3 UP 181716151413121110987654321 103 -00 4 1 1 2 2 3 3 A A B B C C D D E E 6 6 5 5 7 7 6 m² Ex. Server room concrete 3 m² WC ROOM 01 tile 3 m² WC ROOM 02 tile 12 m² Ex. PASSAGE timber 14 m² Ex. Storage 01 timber 6 m² EX. kitchen tile 17 m² Ex. Office 01 timber 29 m² Ex. Storage 02 timber 4 m² Ex. Lobby tile 17 m² Ex.OFFICE 02 timber 11 m² Ex. Reception tile 26 m² Ex. Office 03 timber 157 m² WAREHOUSE 02 Epoxy 5 m² RECEPTION 02 Epoxy 3 m² LOBBY 02 Polished concrete 2 m² LOBBY 01 concrete 23 m² RECEPTION 01 Epoxy 100 m² WAREHOUSE 01 Epoxy 28 m² Office 01 Tile 10 m² boardroom Tile 2 m² Guest Wc Tile 5 m² KITCHEN Tile 6 m² BATHROOM 01 Tile 2 m² MALE ABLUTIONS 2 m² FEMALE ABLUTIONS 3 m² KITCHEN 02 TILE 2 m² FEMALE ABLUTIONS 2 m² MALE ABLUTIONS 10 m² OFFICE 02 Epoxy 01 D2 02 D2 02 D3 01 D3 01 D04 02 D6 03 D04 04 D04 05 D04 01 W10 04 W1 05 W1 05 D2 01 D6 04 D2 03 W1 02 W1 01 W1 07 D04 07 D04 09 D04 02 D1 01 D1 03 D2 01 W3 02 W3 12 D9 21867 2301167270177502301950270 27721 2703060270175027012002301198230580123032072704817230150023011982301260270 100016002040500647500111450055338106182500138525007128105651200592500928500668 12068 59827075491103271270 17716 27029832309672303715270180027035442303207 53016901339005412180043962500355 Existing drainage line to be redundant drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P sink sink WB WB WC WC WC WC drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P 10094 2303424110124311026352301882230 15541800200518002935 9438 43827018602706600 9701598317025001200 Existing drainage line to remain new timber steps treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M new timber steps treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M SH ss/vp ss/vp ss/vp ss/vpMH Ex.MH be moved new position IE 4 ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 - New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m COVER LEVEL INVERT LEVEL DEPTH DISTANCE FALL 917 450 3.015m 1:60 ALL LEVELS TO BE CONFIRMED ON SITE BEFORE CONSTRUCTION COMMENCES 8 737 630 9 939 9 451 488 10 032 582 450 15.225m 1:60 1.222m 1:60 NGL GROUND FLOOR ex. manholes.s 01s.s 02s.s 03 wcwhbwcwhbwhbwhbwcwcwcwhb shw sink new 110mm PVC stubstack and vent point to be min 1m from ffl ⌀ 110mm PVC stubstack and vent point to be min 1m from ffl new 110mm PVC stubstack and vent point to be min 1m from ffl new ⌀110mm soil pipe to slope min 1:60 fall to connect into existing manhole new ⌀110mm soil pipe to slope min 1:60 fall to connect into existing manhole existing manhole depth to be confirmed on site 8 512 855 2810 480153829781222 gulley 1:60 978m gulley 01 972 509 463 1:60 430m 367 512 855 36793679 gulley new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. COVER LEVEL INVERT LEVEL DEPTH DISTANCE FALL -1 853 -2 240 450 2.63m 1:60 ALL LEVELS TO BE CONFIRMED ON SITE BEFORE CONSTRUCTION COMMENCES NGL s.s 01 -1 853 -2 460 607 GROUND STOREY drainage line 02 new ⌀110mm soil pipe to slope min 1:60 fall to connect into drainage line 02 new 110mm PVC stubstack and vent point to be min 1m from ffl wcwhb 2630 NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:18:12 PM 101 - 02 2023-05-30 000 Minicipal SM GROUND FFL Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker 1 100 GROUND FLOOR FFL 1 NumberDescriptionDate 1 50 Drainage Line 02 1 : 50 Drainage Line 03
1817161514131211109876 5 4 21 UP UP 10 m² boardroom Tile 6 m² BATHROOM 01 Tile 5 m² KITCHEN Tile 28 m² Office 01 Tile 2 m² FEMALE ABLUTIONS Tile 10 m² OFFICE 02 Epoxy 3 m² KITCHEN 02 TILE m² MALE ABLUTIONS Tile 100 m² WAREHOUSE 01 Epoxy 157 m² WAREHOUSE 02 Epoxy 23 m² RECEPTION 01 Epoxy m² MALE ABLUTIONS Tile 2 m² FEMALE ABLUTIONS Tile 5 m² RECEPTION 02 Epoxy 19 18 17 WB sink 3 m² LOBBY 02 Polished concrete m² LOBBY 01 concrete 2 m² Guest Wc Tile A1 A1 A1 A2 A3 A3 E2 E2E2 E2 E2 LEGEND LEGEND QUANTITY WARNING SYMBOLIC SAFETY SIGNS to be PHOTOLUMINESCENT SILKSCREENon PVC DIRECTION FIRE ESCAPE WHITE FIGURES AND BORDER ON GREEN BACKGROUND, WITH THE FIGURE INDICATING THE DIRECTION OF ESCAPE 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X578mm SILKSCREEN on PVC sign to be fixed to wall WARNING SYMBOLIC SAFETY SIGNS to be PHOTOLUMINESCENT SILKSCREENon PVC RED REVERSE ENGRAVED ON WHITE BACKGROUND 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X578mm SILKSCREEN on PVC sign to be fixed to wall E5 F13 F5 E3 E16 Direction indicated on plan single sided single sided single sided single sided single sided single sided A3 A2 A1 E2 30m HYDRAULIC FIRE HOSE REEL 4.5kg DRY CHEMICAL POWDER FIRE EXTINGUISHER 1 6 4.5kg dcp FE 4.5kg dcp FE FHR Fire Blanket ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:18:21 PM 101 - 03 2023-05-30 000 Minicipal SM GROUND FLOOR FIRE PLAN Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker NumberDescriptionDate 1 : 50 GROUND Fire plan 1
1817161514131211109876 21 UP UP 18 17 16 15 14 13 12 11 10 48 m² Mezzanine 02 Decking 14 m² Mezzanine storage Decking E16 E16 A1A1 LEGEND LEGEND QUANTITY WARNING SYMBOLIC SAFETY SIGNS to be PHOTOLUMINESCENT SILKSCREENon PVC DIRECTION FIRE ESCAPE WHITE FIGURES AND BORDER ON GREEN BACKGROUND, WITH THE FIGURE INDICATING THE DIRECTION OF ESCAPE 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X578mm SILKSCREEN on PVC sign to be fixed to wall WARNING SYMBOLIC SAFETY SIGNS to be PHOTOLUMINESCENT SILKSCREENon PVC RED REVERSE ENGRAVED ON WHITE BACKGROUND 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X384mm SILKSCREEN on PVC sign to be fixed to wall 190X578mm SILKSCREEN on PVC sign to be fixed to wall E5 F13 F5 E3 E16 Direction indicated on plan single sided single sided single sided single sided single sided single sided A3 A2 A1 E2 30m HYDRAULIC FIRE HOSE REEL 4.5kg DRY CHEMICAL POWDER FIRE EXTINGUISHER 1 6 4.5kg dcp FE 4.5kg dcp FE + FHR Fire Blanket ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:18:28 PM 101 - 04 2023-05-30 000 Minicipal SM MEZZANINE FIRE PLAN Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker NumberDescriptionDate 1 50 mezzanine fire plan 1
1 1 2 2 3 3 6 6 5 5 7 7 4929 2125 6792125 22mm timber on 144 x 50mm joists @ max 450 mm cc on 144 50mm joist@ max 450mm new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. new 270mm cavity foundation wall to be filled with concrete till weephole. new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers. INTERNAL: new brick wall to have to have a bagged finish. INTERNAL: new brick wall to have a bagged finish. INTERNAL: new brick wall to have a bagged finish Steel C channels @ 1200mm cc to engineers specifications Steel rafter to engineers specification stepped dpc and weephole 157 m² WAREHOUSE 02 Epoxy 48 m² Mezzanine 02 Decking 100 m² WAREHOUSE 01 Epoxy 5 m² KITCHEN Tile 28 m² Office 01 Tile 01 W5 02 W5 03 W5 04 W5 05 W5 06 W5 02 D04 01 D04 01 D6 04 D2 05 D2 04 D04 05 D04 GROUNDFLOOR 10520 U/SLINTEL 12645 MEZZANINEFLOOR 13324 U/SLINTEL03 15449 TOPOFROOF01 13485 EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. ROOF IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification A A B B C C D D E E stepped dpc and weephole EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. new concrete foundation to engineers detail. new 270mm cavity foundation wall to be filled with concrete till weephole. new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers. INTERNAL: new brick wall to have a bagged finish. new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. 22mm timber on 144 50mm joists @ max 450 mm cc on 144 x 50mm joist@ max 450mm INTERNAL: new brick wall to have a bagged brick finish. INTERNAL: new brick wall to have bagged brick finish Steel C channels @ 1200mm cc to engineers specifications Steel rafter to engineers specification new 270mm cavity foundation wall to be filled with concrete till weephole. stepped dpc and weephole 5.00° 2 m² FEMALE ABLUTIONS 157 m² WAREHOUSE 02 Epoxy 14 m² Mezzanine storage Decking 10 m² OFFICE 02 Epoxy 150mm x 120mm Custom aluminum conealed box gutters notched to suit profile 7715 29654750 28042125 01 W4 06 W5 01 W3 GROUNDFLOOR 10520 U/SLINTEL 12645 MEZZANINEFLOOR 13324 U/SLINTEL03 15449 TOPOFROOF02 18235 TOPOFROOF01 13485 EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. IBR 686 colour tbc fixed with fastners on steel c- channel fixed on structural wall IBR 686 colour tbc fixed with fastners on steel c- channel fixed on structural wall IBR 686 colour tbc fixed with fastnerS on 38 x 38mm timber battens ROOF IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification Transverse ridge flashing 2- piece slider internal ribs only ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:18:30 PM 102 - 00 2023-05-30 000 Minicipal SM SECTIONS Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker 1 50 SECTION A-A 1 1 50 SECTION B-B 2 NumberDescriptionDate
A A B B C C stepped dpc and weephole new concrete foundation to engineers detail. new 270mm cavity foundation wall to be filled with concrete till weephole. new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers. new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. Steel C channels @ 1200mm cc to engineers specifications Steel rafter to engineers specification new 270mm cavity foundation wall to be filled with concrete till weephole. stepped dpc and weephole new timber steps treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M 5.00° 150mm 120mm Custom aluminum conealed box gutters notched to suit profile IBR 686 colour tbc fixed with fastnerS on 38 38mm timber battens GROUNDFLOOR 10520 U/SLINTEL 12645 MEZZANINEFLOOR 13324 U/SLINTEL03 15449 TOPOFROOF01 13485 6925 TOPOFROOF02 17445 21256792125 39602965 EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. INTERNAL: new brick wall to have to have bagged finish. INTERNAL: new brick wall to have to have a bagged finish. INTERNAL: new brick wall to have to have a bagged finish. IBR 686 colour tbc fixed with fastners on steel c- channel fixed on structural wall IBR 686 colour tbc fixed with fastners on steel c- channel fixed on structural wall ROOF IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification Transverse ridge flashing 2- piece slider internal ribs only 1 1 2 2 3 3 6 6 5 5 7 7 7712 new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers. new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. 22mm timber on 144 50mm joists @ max 450 mm cc on 144 x 50mm joist@ max 450mm 5° roof pitch new concrete foundation to engineers detail. new 270mm cavity foundation wall to be filled with concrete till weephole. stepped dpc and weephole 02 D1 01 W5 02 W5 12 D9 07 D04 01 W4 02 W3 GROUNDFLOOR 10520 U/SLINTEL 12645 MEZZANINEFLOOR 13324 TOPOFROOF01 13485 TOPOFROOF02 18235 2122679 2962 INTERNAL: new brick wall to have to have a bagged finish. INTERNAL: new brick wall to have to have a bagged finish. EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. ROOF IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification Transverse ridge flashing 2- piece slider internal ribs only ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 - New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:18:35 PM 102 - 01 2023-05-30 000 Minicipal SM SECTIONS Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker 1 50 SECTION D-D 1 1 50 SECTION C-C 2 NumberDescriptionDate
1 1 2 2 3 3 6 6 5 5 7 7 5° roof pitch 06 W5 05 W5 04 W5 03 W5 02 W5 01 W5 05 W1 04 W1 01 W10 02 D6 05 D2 04 D2 01 D6 03 W1 02 W1 01 W1 Transverse ridge flashing 2- piece slider internal ribs only Transverse ridge flashing piece slider internal ribs only 5° roof pitch GROUND FLOOR 520 U/S LINTEL 645 TOP OF ROOF 02 18 235 U/S LINTEL 03 15 449 7715 2125 6792125 MEZZANINE FLOOR 324 U/S LINTEL 02 185 EXTERNAL: new 270mm cavity wall have wall ties staggered every 3rd brickcourse, and have an exposed brick finish. new galv. steel ball and stanchion balustrade to be 1000mm height from according manufacturers details, comply with SANS 10 400 Part M. IBR 686 colour tbc fixed with on structural wall ROOF IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification 150mm 120mm Custom aluminum conealed box gutters notched to suit profile A A B B C C D D E E 5.00° 01 D3 8.86° 02 D2 New Air bricks with minimum 1500mm spacing Transverse ridge flashing 2- piece slider internal ribs only Transverse ridge flashing 2- piece slider internal ribs only GROUND FLOOR 10 520 12 645 18 235 MEZZANINE FLOOR 324 U/S LINTEL 02 185 7715 21255402264 TOP OF ROOF 01 13 324 15 449 EXTERNAL: new 270mm cavity wall have wall ties staggered every 3rd brickcourse, and have an exposed brick finish. EXTERNAL: new 270mm cavity wall have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. new galv. steel ball and stanchion balustrade to be 1000mm height from according to manufacturers details, comply with SANS 10 400 Part M. fastners on steel c- channel fixed on structural wall with fastnerS on 38 38mm timber battens ROOF IBR 686 colour tbc fixed with fastners on steel channel fixed on steel rafter to Engineers specification ROOF IBR 686 colour tbc fixed with fastners steel channel fixed steel rafter Engineers specification 150mm 120mm Custom gutters notched suit profile A A B B C C D D E E 5.00° New Air bricks with minimum 1500mm spacing Transverse ridge flashing 2- piece slider internal ribs only GROUND FLOOR 10 520 12 645 13 324 TOP OF ROOF 01 13 485 18 235 U/S LINTEL 15 449 7715 21996792125 47502965 EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. Transverse ridge flashing piece slider internal ribs only 8.86° IBR 686 colour tbc fixed with fastners on steel c- channel fixed IBR 686 colour tbc fixed with fastners on steel channel fixed on structural IBR 686 colour tbc fixed with fastnerS on 38 38mm timber battens ROOF IBR 686 colour tbc fixed with fastners steel channel fixed steel rafter Engineers specification ROOF IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter Engineers specification 150mm 120mm Custom gutters notched suit profile 1 1 2 2 3 3 6 6 5 5 7 7 01 W3 02 W3 01 W5 01 D1 Existing window and frame moved to new window position as indicated. New paving match existing. 02 W5 01 D2 Transverse ridge flashing 2piece slider internal ribs only Transverse ridge flashing piece slider internal ribs only new gutters to be concealed New fascia board New planter box GROUND FLOOR 10 520 12 645 13 324 TOP OF ROOF 01 13 485 18 235 U/S LINTEL 02 15 449 7715 21996792125 cavity wall to have wall ties staggered every 3rd brickcourse, and have an exposed brick finish. cavity wall have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. IBR 686 colour tbc fixed with on structural wall IBR 686 colour tbc fixed with on structural wall IBR 686 colour tbc fixed with fastnerS on 38 38mm ROOF IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter Engineers specification ERF nr. ALLOTMENT AREA ERF (sqm) ZONING 654 m = (40%) COVERAGE PROVIDED 588,5m ²GROSS FLOOR AREA GROUND STOREY BUS 1 1 606 m2 1981 - Ex Floor Area - New Floor Area 282,5m 259.2m MEZZANINE - Ex Floor Area0m2 47m2 - New Floor Area MUNICIAL INFORMATION 100% COVERAGE ALLOWED NEWTON PARK TOTAL NEW AREA306 m NOTE: IMPORTANT REVISION NOTES: Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings. DWG USE PROJECT No. CHECK Copyright Retained © DATE ISSUED DRAWING No. WD BASSON (MArch NMMU, PrArch)cell 084 331 2244 PROJECT DRAWING CLIENT ERF NUMBER ALLOTMENT SCALE DRAWN SACAP REG-24751337 REV © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS. Architect Client As indicated 5/31/2023 1:19:03 PM 103 -00 2023-05-30 000 Minicipal SM ELEVATIONS Erf 1981NEWTON PARK Wayne Mukheibir ERF 1981 NEWTON PARK Checker 1 100 South Elevation 1 1 100 West Elevation 2 1 100 East Elevation 3 1 100 North Elevation 4 NumberDescriptionDate