Construction Portfolio for Second Year by Stefanvh32

CONSTRUCTION PORTFOLIO stefan_van heerden

2192396

CONTENTS project_1.4 project_1.4_rework project_2.5 + sketch design project_3.1 & 3.1 rework project_3.2 & 3.2 rework

TSITSIKAMMA SHELTER project_1.4

TSITSIKAMMA SHELTER PROCESS WORK

Process Work - Project 1 - Tsitsikamma Shelter

PAGE 6

PAGE 7

PAGE 8

PAGE 9

1:50 STRUCTURE MODEL

TSITSIKAMMA SHELTER project_1.4_ﬁnal submission

1 4

RENOSTERVELD

191

SITE ACCESS TO

190

4823

KWIKOT 150l, insulated on the exterior with geyser blanket

189

2 3373

JoJo Slimline Water tank mounted on a platform (supply water Hot/Cold)

exterior insulated electric geyser for storing heated water. solar panel heats up water within geyser

16.83°

188

1687

0.5mm dove grey chromadek 686 CORRUGATED roof sheeting

1686

indiginous forest

6 Green = Waist water/grey water

reverse osmosis system built within the counter top(refer to diagram on page 2)

2851

solar module for generating electricity, providing electricity for fixtures and the exterior geyser

1267

JoJo Slimline Grey Water storage tank mounted on a low platform

1584

23.53°

616

187

Red = hot water from geyser (⌀22mm UPVC pipe) Blue = Supply water from storage tank (⌀22mm UPVC pipe)

4823

4 186

5 6

185

Green = Grey water from fixtures (⌀50mm UPVC pipe) Grey water used recycled and will flow into sub surface emmitters under the surface and interact with the roots of nearby plants, working as soil water

184

INDIGENOUS FOREST

Site Plan

A 12:00 PM

1 : 100

Note for Drawings: 5:25 PM

Purpose of issue: Working Drawings

restricted zone

General Notes(for all sheets): 1. FIGURED DIMS ONLY NO-SCALING 2. WORKS TO COMPLY WITH SABS BUILDING 7:33 AM

renosterveld

ACCESS PLATFORM SHELTER

30 June

REGULATIONS 3.CONTRACTORS RESPONSIBILITY TO VERIFY ALL

RESERVE PATHWAY S

LEVELS, HEIGHTS AND DIMENSIONS ON SITE.

4. READ IN CONJUNCTION TO ENGINEERS DRAWINGS, PLUMBERS SPECIFICATIONS AND

2 4

Locality Plan 1 : 5000

river

Client Details:

Tsitsikamma Nature Reserve (EC) STEFAN VAN HEERDEN

indigenous forest

ELECTRICIANS SPECIFICATIONS.

Sun Path (WINTER)

Site Plan (Roof Plan)

F. Joubert (087 543 8890)

2192396

TIMBER SHELTER

2020/06/03 9:52:22 AM

-149

REVERSE OSMOSIS SYSTEM (stage 5) AND FAUCET DIAGRAM (installed in cupboard to purify water)

ACCESS PLATFORM to reserve park pathway

5004 4823

1539

2912

205

timber deck

4823

Ground Floor Plan 1 : 50

1. 2. 3. 4. 5. 6. 7. 8.

Sediment pre-filter Carbon block Carbon block (2) TFC membrane Carbon post filter

Sink Hot water line Cold water line 6mm tubing from feed RO component (Sediment prefilter, Carbon block) Bladder tank Long Reach drinking faucet Grey (used) water

3676

3373

1686 1687 616

4 5 3162

10201

1584

190

205 ⌀50mm grey water pipe

1. 2. 3. 4. 5.

1 4

4998

Note for water supply system (hot/cold): Rain water will be captured on the roof, the un-purified water will travel from the gutter to the JoJo SLimline water tank, the water will then move from the water tank into the osmosis system or into the exterior geyser, the solar panel will be used to heat up the water within the geyser, Refer to plumber and wet service engineer specifications.

900 SA PINE timber railing, basic detailing for post and handrails

STEFAN V HEERDEN Ground Floor Plan

2192396

TIMBER SHELTER

2020/06/03 9:52:22 AM

whb

COMPONENTS:

grey water connected to grey water tank for repurpusing (⌀50mm UPVC pipes) Reverse osmosis system built into the counter top for water purification (Midea 5 Stage Complete Water Filtration System, refer to diagram in the top right corner)

190

STAGES:

2851

8 m² FFL +0000 TIMBER DECK KNOTTY PINE CEILING

114 x 50 SAP WALL STUD @ 600 centres

1631

⌀22mm warm water supply pipe

6952

6649

Kitchenette 2661

2661

4 m² FFL +0000 TIMBER DECK KNOTTY PINE CEILING

1618

Grey water used recycled and will flow into sub surface emmitters under the surface and interact with the roots of nearby vegetation, repurposed as soil water

190

Ablution

KWIKOT 150l, insulated on the exterior with geyser blanket, mounted on the wallface

114 x 114 SAP column supports box gutter (refer to detail on page 6)

1565

⌀22mm water supply pipe

190

Grey water connected to grey water tank for recycling (green) JoJo slimline grey water storage tank mounted on a low platform, refer to elevation

box gutter overhead

1593

100mm mineral wool insulation

FFL +0000 TIMBER DECK KNOTTY PINE CEILING

timber deck

Natures Head Dry composting toilet (Sepreated liquids and solids used for fertilization) toilet wont recquire vent stack

exterior insulated electric geyser for storing heated water. solar panel heats up water within geyser

18 m²

312 304

3798

Living Room

190

1 adjustable timber louvers mounted on the exterior (refer to detail on page 6) galvanised (bent sheet metal) BOX gutter overhead at a slope to redirect water into water tank

4634

1267

190

10214

S 1.

20mm timber deck (floor finish, interior and exterior)

VCL

JoJo Slimline Water tank mounted on a platform storing cold water (supply water Hot/Cold, blue and red) use of, ⌀22mm UPVC pipes)

205

Sliding windows to be installed, preventing interferance with shading timber louvers

1578

1593

timber deck

Breathable membrane

900mm SA PINE timber railing, basic detailing for post and handrails

-15

114 x 114 SAP column (refer to A1, A3, A5, A7, B1, B3, B5 and B7)

SAP facia board on the corners to create weather proof seal where cladding meets

timber deck

1500

exterior louvers bolted onto wall stud (refer to detail on page 6)

Note for electricity production and fixtures: Electricity will be produced by solar panels located in the roof, this will power all electrical components as reqcuired. Refer to electrician specifications

4823 619

619

Note for heights of SAP posts (from steel connection to OSB): A1 = B1 = 698mm A2 = B2 = 934mm A4 = B4 = 1230mm A6 = B6 = 1501mm A7 = B7 = 1745mm

619

114 x 50 SAP JOISTS @ 620 centres below floor structure (OSB/TIMBER DECK refer to detail on page 7)

Foundation and Plan 1 Substructure 1 : 50

3676

Stefan van Heerden 1 4

Foundation & Sub- Plan

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TIMBER SHELTER

10214

6839

1687 616

1584

4823

2020/06/03 9:52:22 AM

SAP JOIST SEGMENTS (2)

114 x 152 SAP post connecting to concrete pier with bolted steel connection 228 x 50 SAP bearer bolted to SAP post resting within rebate (refer to page 8 for detail)

600

200 200

600

3162

114 x 50 SAP bracing connecting between SAP joists and SAP post transfers loads from walls and gutter to foundation refer to: A1, B1, A4, B4, A7 and B7 Bracing connected by a bolted connection

5 2851

1687

timber joint for joists 114 x 114 SAP BEAM (refer to page 7 for detail )

312 304

1584

1267

10214

1687

114 x 50 SAP bracing connected with a bolted connection between joist and post refer to page 7 for detail of connection

616

SAP FACIA board to protect joists and floor structure from moisture at both ends 228 x 50 SAP bearers to support the spanning structure of the joists, between column grids 1,3 and 5,7 Below joists

1267

SAP JOIST SEGMENTS (1)

5363

CONCRETE PIER @ MIN 15MPA @ 28 das, 200 x 200 x 400mm to engineers specifications

4851

1686

CONCRETE PAD FOUNTATION @ MIN 15MPA @ 28 days, 600x600x200mm to engineers specifications

1686

1 1686

6839 1686

1687

1686

616

1990

1579

1584

Eurolux O403 Silicon Solar Module 75 x 50 SAP purlins @ 1500 centres

4310 Wall Plate Height

vapour control layer

1 handle for operating horizontal louvers (refer to detail on page 6)

8 m²

galvanised box gutter, sloped for water transfer into water tank

FFL +0000 TIMBER DECK KNOTTY PINE CEILING

900 SA PINE timber railing, basic detailing for post and handrails

Living Room

18 m² FFL +0000 TIMBER DECK KNOTTY PINE CEILING

platform from nature reserve parthway

813 x 2134 Timber door reverse osmosis system built into cupboard to purify water (refer to diagram on page 2)

Bottom of lintel 2134

Ground Floor Plan ⌀50mm grey water pipe ⌀22mm water supply pipe

0 20 mm timber deck (interior and exterior floor finish) 100mm mineral wool insulation

2 7

2365

⌀22mm warm water supply pipe

OR SE RVIC

Bottom of box gutter

900 SA PINE timber railing, basic detailing for post and handrails

FFL

AREA F

3960

4310

W5 Kitchenette

114 x 50 SAP beam 100mm mineral wool insulation 20mm plywood finish on interior shiplap cladding for exterior finish 2816 x 380 timber window vapor control layer 114 x 50 SAP lintel over door

3960

16.83°

38 x 38 SAP brandering @ 400 centres 76 x 19 timber cornice Knotty pine ceiling board breathable membrane

23.53°

0.5mm dove grey chromadek 686 CORRUGATED roof sheeting

TIMBER JOINT FOR JOISTS (refer to page 7 for detail)

NGL

Section A-A 1 : 50

STEFAN V HEERDEN Sections A-A

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TIMBER SHELTER

2020/06/03 9:52:24 AM

3960

Roof Ridge

152 x 50 SAP rafter @ 600 centres

350

1584

350

1267

1 4

4823 6839 1686

1687

304312

1267

1584

205 mm SAP facia board

Roof Ridge JoJo slimline water tank for rainwater storage (downpipe from gutter leads directly into tank.

4310 23.53°

0.5mm dove grey chromadek 686 CORRUGATED roof sheeting

16.83°

205 mm SAP facia board 15 x 94 shiplap cladding

Bottom of box gutter

SAP facia board on the corner of the wall to provide seal where cladding meets 900mm SA PINE timber railing, basic detailing for post and handrails

2365

exterior geyser

Bottom of lintel 28

2134

timber railing

s s

⌀22mm water supply pipe

⌀22mm warm water supply pipe

⌀50mm grey water pipe

NGL

Ground Floor Plan 0

SAP FACIA board to protect joists and floor structure from moisture at both ends

timber railing

JoJo slimline water tank for grey water storage

JoJo Slimline Water tank mounted on a platform

NGL

West 1 : 50

JoJo Slimline Grey Water storage tank mounted on a low platform

Grey water used recycled and will flow into sub surface emmitters under the surface and interact with the roots of nearby vegetation, repurposed as soil water

South

STEFAN V HEERDEN Elevations 1

1 : 50

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TIMBER SHELTER

2020/06/03 9:52:24 AM

4310

timber louvers on exterior (refer to detail on page 6)

0.5mm dove grey chromadek 686 CORRUGATED roof sheeting

20 mm PLYWOOD

VAPOUR MEMBRANE

Breather membrane

galvanised roofing screws

205mm SAP FACIA board

76 x 50 SAP PURLIN @ 1500 centres

15 x 94 SHIPLAP cladding (exterior finish)

100mm MINERAL WOOL insulation

100mm ISOTHERM insulation

114 x 50 SAP LINTEL

76 x 50 SAP PURLIN @ 1500 centres

304

vapour membrane 152 x 50 SAP RAFTER @ 600 centres

38 x 38 SAP brandering @ 400 centres

38 x 38 SAP BRANDERING @ 346 centres Knotty pine ceiling nailed to 38 x 38 SAP brandering 76 x 19 TIMBER CORNICE 100mm MINERAL WOOL insulation

38 x 38 SAP BRANDERING 114 x 50 SAP WALLPLATE @ 346 centres 30 mm PLYWOOD Knotty pine ceilingboard nailed to (3) 38 x 38 SAP brandering 76 x 19 TIMBER CORNICE 30 mm PLYWOOD 20mm PLYWOOD 228 x 50 SAP BEAM Vapor control Layer spans from wall to wall 20mm OSB Adjustable timber louvers attached 38 x 38 PINE BRANDERING with a rod that is inserted within the wall rod reaches the floor level, can be operated by hand to open and close 6mm Knotty pine ceiling board the horizontal louvers (refer to page 4) 114 x 114 SAP COLUMN within wall stucture 50 X 114 SILL TRIMMER

308 x 2800 TIMBER WINDOW (sliding window)

operated by handle

THREADED ROD FASTENEDS BY NUTS, NUTS LOCATED WITHIN STRUCTURE OF THE LOUVER AND OSB ON THE INTERIOR

OPERABLE TIMBER LOUVERS OPERATED BY HAND

DETAIL OF ASSEMBLY FOR VERTICAL LOUVERS SCALE 1:25

AT APEX

APEX DETAIL

76 x 50 SAP PURLIN @ 1500 centres

312

152 x 50 SAP RAFTER @ 600 centres rafter attached to rebate within wall

152 x 50 SAP RAFTER @ 600 centres rafter inserted into wall

114 x 50 SAP BEAM

10 mm ZINC BOX GUTTER (1) 38 X 114 sap BEAM

114 x 50 SAP BEAM cut in a wedge shape, enables gutter to rest on beams (2) refer to diagram 30 mm PLYWOOD

VCL

BOX GUTTER DETAIL (SECTION A-A)

SCALE 1:10

2 3

AT BOX GUTTER

SCALE 1:10 228 x 50 SAP BEAM

THREADED ROD FASTENEDED BY NUTS, NUTS LOCATED WITHIN STRUCTURE OF THE LOUVER AND OSB ON THE INTERIOR

SAP FACIA BOARD

DIAGRAM EXPLAINING THE CONNECTION BETWEEN THE RAFTERS AND THE W ALL STRUCTURE

114 x 50 SAP BEAM galvanised gutter mounts onto indicated beam

DETAIL OF ASSEMBLY FOR HORIZONTAL LOUVERS SCALE 1:25

0.5mm dove grey chromadek 686 CORRUGATED roof sheeting galvanized box gutter(bent sheet metal) 228 x 50 SAP BEAM SPANNING WIDTH OF SHELTER (2x beams to ensure sufficient strenght in span) 114 x 114 SAP COLUMN

0.5 mm corrugated roof sheeting

30mm PLYWOOD 100mm MINERAL WOOL INSULATION 76 x 19 timber cornice

galvanised box gutter 30mm PLYWOOD

38 x 38 SAP BRANDERING

6mm KNOTTY PINE CEILING BOARD

114 x 50 NOGGING

BOX GUTTER CONNECTION WITH WALL DETAIL - AXO

114 x 50 SAP COLUMN 20mm OSB 20mm PLYWOOD 15 x 94 SHIPLAP CLADDING

Note: 114 x 114 Columns within wall supports the box gutter, 30mm plywood is inserted within the wall above the columns. 228 x 50 beams span across the structure to the adjacent load bearing wall. Box gutter is also supported by the ablution wall, refer to floor plan.

DIAGRAM EXPLAINING THE ASSEMBLY OF THE BOX GUTTER (1) W ITHIN ITS ENCLOSURE, GUTTER FASTENED TO W EDGED BEAM(2), W EDGED BEAM FASTENED TO PLYW OOD (3)

114 X 114 sap COLUMN

BOX GUTTER TO WALL CONNECTION DETAIL SCALE 1:10 STEFAN VAN HEERDEN CALLOUT DETAILS 1

2192396

TIMBER SHELTER

2020/06/03 9:52:25 AM

20 mm OSB

0.5mm dove grey chromadek 686 CORRUGATED roof sheeting galvanised roofing screws Breather membrane

1 1 100mm MINERAL WOOL insulation Breather membrane

Vapor control layer

15 x 94 SHIPLAP CLADDING exterior finish

20mm OSB 15 x 94 SHIPLAP cladding

20mm PLYWPOOD interior finish 114 x 50 SAP head trimmer

20mm PLYWOOD

114 X 50 SAP BEAM

20 mm TIMBER deck

114 x 50 SAP JOIST

114 x 50 SAP lintel adjustable timber louvers (refer to page 7 for detail)

813 x 2032 TIMBER door O

VCL 15 mm OSB

20 x 75 MERANTI ARCHITRAVE

20mm TIMBER DECK

813 x 2032 TIMBER DOOR

100mm MINERAL WOOL insulation 20 mm OSB

114 x 50 SAP JOIST 228 x 50 SAP BEARER 114 x 152 SAP POST

Bolted connection between post and bearer M10 bold with M10 nut fixed with a washer

LINTEL ABOVE DOOR DETAIL SCALE 1:10

FLOOR TO WALL CONNECTION SCALE 1:10

114 x 50 SAP BRACING 114 x 152 SAP POST

1. 114 x 50 SAP JOIST

threaded rod glued into post fixed with nut

Bolted connection between SAP bracing and SAP post, M10 bolt with M10 nut, fixed with washers.

CONCRETE PIER @ MIN 15MPA @ 28 das, 200 x 200 x 400mm to engineers specifications

threaded rod cast-in-place

DIAGRAM SHOW ING ASSEMBLY OF SAP BRACING AND SAP JOIST, M10 BOLT, M10 W ASHER FIXED W ITH M10 NUT

304

312 I

timber joints sits ontop of bearer O

REBATE

200

114 x 152 SAP POST

600

FOOTING AND POST DETAIL SCALE 1:10

DIAGRAM SHOW ING ASSEMBLY OF BEARER AND POST, BEARER FIXED TO POST W ITH NUTS AND BOLTS, W HILE RESTING IN REBATE

TIMBER JOINT FOR JOISTS DETAIL SCALE 1:10 STEFAN VAN HEERDEN CALLOUT DETAILS 2

VCL 15mm OSB 2 114 x 50 SAP JOIST @ 600 CENTRES 20mm OSB 114 x 152 SAP POST Bolted connection between post and bearer, M10 bolt with M10 nut, fixed with washer

228 x 50 SAP BEARER

114 x 114 SAP BEAM REBATE TO SERVE AS RESTING JOINT FOR JOISTS TO COVER + 10 METER SPAN

20mm TIMBER deck 3

114 x 114 SAP POST

100 mm MINERAL WOOL INSULATION

400

616

DIAGRAM SHOW ING ASSEMBLY OF JOISTS W ITH REBATE IN BEAM

CONCRETE PAD FOUNTATION @ MIN 15MPA @ 28 days, 600x600x200mm to engineers specifications

NGL

3 4

M10 NUT AND M10 WASHER metal round section for connection between SAP post and CONCRETE pier

2192396

TIMBER SHELTER

228 x 50 SAP BEARER RESTS WITHIN REBATE CUT INTO SAP POST 2020/06/03 9:50:08 AM

2. 114 x 50 SAP JOIST 3. 114 x 114 SAP BEAM (REBATE) 4. FIXED TOGETHER WITH SCREWS

TSITSIKAMMA SHELTER project_1.4_rework

SITE ACCESS TO

tel: 0784325590

GENERAL NOTES

184

185 186

1686

1687

616

7 solar module for generating electricity, providing electricity for fixtures and the exterior geyser

2851

616

3373 KW IKOT 150l, insulated on the exterior with geyser blanket

1584

1267

Occupancy:

Design occupancy time

24 per day

7 days/week 52 weeks/year

exterior insulated electric geyser for storing heated water. solar panel heats up water within geyser

reverse osmosis system built within the counter top(refer to diagram on page 2)

Net floor area

30sqm

Lighting and power MAX energy demand

150 W/sqm

MAX energy consumption

375 kwh/sqm

1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. Recommended - 2AB's to W.C's bathrooms, kitchens and servants rooms. 7. Obscure glass to servants room WC's amd bathrooms. 8. All handrails to be min 1,000mm high, ballister max 100 ccs NOTES 5 AND 6 ARE RECOMMENDED Quality of all materials and workmanship to comply with the relevant S.A.B.S specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the preambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly.

187

4823

188

23.53°

16.83°

4823

The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Figures to be used at all times. Where figured dimensions are given, this must be confirmed by the Architect. Burnt clay bricks in compliance with relevant S.A.B.S code only shall be used unless specific approval is obtained from the Architect for the use of alternative type of brick.

Blue = Supply water from storage tank (⌀22mm UPVC pipe)

189

DRAINAGE NOTES 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's.

Green = Grey water from fixtures (⌀50mm UPVC pipe)

Extensive planted roof

Red = hot water from geyser (⌀22mm UPVC pipe)

PROJECT AND CLIENT DETAILS

JoJo Slimline W ater tank mounted on a platform (supply water Hot/Cold)

Grey water used recycled and will flow into sub surface emmitters under the surface and interact with the roots of nearby plants, working as soil water

190

TIMBER SHELTER FOR TSITSIKAMMA NATURE RESERVE (ISSUED FOR CONSTRUCTION)

JoJo Slimline Grey W ater storage tank mounted on a low platform

191

General Notes(for all sheets):

Locality Plan

1. FIGURED DIMS ONLY NO-SCALING 2. WORKS TO COMPLY WITH SABS BUILDING REGULATIONS 3.CONTRACTORS RESPONSIBILITY TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS ON SITE.

1 : 5000

4. READ IN CONJUNCTION TO ENGINEERS DRAWINGS, PLUMBERS SPECIFICATIONS AND ELECTRICIANS SPECIFICATIONS.

RENOSTERVELD

restricted zone

AREA CALCULATIONS Kitchenette - 8 sqm Living room - 18sqm Bathroom - 4sqm

renosterveld

ACCESS PLATFORM SHELTER

RESERVE PATHWAY

SITE PLAN 1:100 indigenous forest

Summer solstice: 21 DEC at 13:00 Winder solstice 21 JUNE at 13:00 Spring quinox = 22 SEPTEMBER at 13:00

river

Total area - 30 sqm

DRAWING NUMBER :

D-543-03-20

DATE

2020 / 04 / 01

CHECKED BY

J VH

DRAWN BY

S VAN HEERDEN

APPROVED BY DATE :

2020 / 05 / 29

ENIGNEER SIGNATURE:

.......................

OWNER SIGNATURE :

.......................

SCALES USED SHEET

: :

1:100 1:5000 1 of 7

COUNCIL DRAWINGS + sketch design project_1.2 & project_2.5

Sketch design - Project 1.2 ARPL 2000(A):

2009

10m

All staircases, Roof and floor slabs according to engineers detail

15800

2192396

STORMWATER KERB INLET

existing sidewalk

GENERAL NOTES

new driveway

RWDP

timber pergola

Horizontal timber shading device

extensive planted roof subsoil rain water harvesting

FALL

gulley

900mm steel railing

100mm PVC-U gutter

RWDP

ROOFLINE

1193

disabled parking

7181

RWDP

2m X 1m PHOTOVOLTAIC CELLS PLACED ON ROOF FOR ELECTRICITY PRODUCTION AND POVIDING ELECTRICITY FOR GEYSERS

ROOFLINE

RWDP

2000

SEWER MH INVERT LEVEL: 1459.5m

exterior shading louvers RWDP

NEW WORKSHOP

107m2

NEW LOADING BAY

11m2

NEW WORKSHOP MANAGERS OFFICE

10m2

NEW WELDING AREA

16m2

NEW BULK STORAGE

17m2

NEW STAFF TOILET

17m2

NEW GROUP INSTRUCTION AREA

50m2

NEW PUBLIC TOILET

17m2

NEW RECEPTION / LOBBY

66m2

NEW LIFT

NEW LOUNGE

20m2

NEW KITCHENETTE

9m2

NEW LARGE CONFERANCE ROOM

23m2

NEW SMALL CONFERANCE ROOM

18m

TOTAL NEW GROUND FLOOR

401m2

1658

NEW INNOVATION HUB

FALL

water tank installed to store harvested water from roof

FALL

new 10mm vaulted corrugated roof sheeting

12835

new 10mm vaulted corrugated roof sheeting

220mm retaining wall

2009 RWDP

RWDP

in at m pe l pi ection i o s n con mm 1 10 icipal n mu

ll to 0 fa 1:4

NEW LARGE OFFICE

74m2

NEW MEDIUM OFFICE

32m2

NEW SMALL OFFICE 1

27m2

NEW SMALL OFFICE 2

27m2

NEW PASSAGE

8m2

NEW PRINT STATION

36m2

TOTAL NEW FIRST FLOOR

206m2

OCCUPANCY CLASSIFICATION OF SPACES

stub stack

GROUND FLOOR TRAP DO OR FO R ROOF ACCESS

RWDP

FALL

RWDP

TRAP DO OR FO R ROOF ACCESS

extensive planted roof

existing tree

50mm waste pipe to stack

RWDP

898

RWDP IE

UP 6

Staircase note: Concrete cast in situ staircase 22 risers 350mm treads, 170mm risers

paving

RWDP

110mm soil pipe at min 1:40 fall to municipal connection

timber pergola structure around staircase

158 1:12 concrete ramp

RWDP

110mm soil pipe stub stack

RE 900mm steel railing

LOUNGE

SMALL OFFICE 2

LARGE CONFERANCE ROOM

MEDIUM OFFICE

SMALL CONFERANCE ROOM

WELDING AREA

BULK STORAGE

EQUIPMENT STORAGE

LOADING BAY

WORKSHOP MANAGERS OFFICE

DESIGN POPULATION

SANITARY FIXTURES NEEDED MEN TOILETS 2

URINALS

BASINS

WOMEN TOILETS 5

Land use management

Zoning

Educational

Site area

1091m2 Permitted

Actual

Height

3 storeys

2 storeys

Coverage

60%

38%

FAR

2.0

Ground Floor Area

1100m

401m2

First Floor Area

1000m2

206m2

607m2

Total Area

BASINS

2000m

PROJECT AND CLIENT DETAILS

existing tree w di

6857

Parking space

Horizontal timber shading device

600

4 3

PROPERTY BOUNDARY

STORMWATER KERB INLET

6 5

1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.

existing tree

0 250

DRAINAGE NOTES

0.6 2

workspace for workshop FALL

Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Figures to be used at all times. Where figured dimensions are given, this must be confirmed by the Architect. Burnt clay bricks in compliance with relevant S.A.B.S code only shall be used unless specific approval is obtained from the Architect for the use of alternative type of brick.

Date:____________/___________/_____________

* DESIGN POPULATION WILL BE ADJUSTED TO MAX 60 AC C ORDING TO THE BRIEF

Grid tied electrical system

SMALL OFFICE 1

Date:____________/___________/_____________

30185

9666

900mm steel railing

stub stack

WORKSHOP

Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly.

fl o

1 in tm e a io n p i t il p nec so n m l co 0m cipa 1 1 ni RWDP mu

l to fal :40

single stack

stormwater to flow into stormwater drain

Date:____________/___________/_____________

LARGE OFFICE

Date:____________/___________/_____________

TOWN PLANNING INFORMATION

FIRST FLOOR

GROUP INSTRUCTION AREA

Signature Space

re ct io

2190mm (h) boundary wall

699

2190mm (h) boundary wall

15800

4100

Town Planner

2009

FALL

Quality of all materials and workmanship to comply with the relevant S.A.B.S specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the preambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works.

CIRCULATION Date of signature

AREA SCHEDULE FIRST FLOOR PLAN 11188

11128

11188

exterior shading louvers

2m X 1m PHOTOVOLTAIC CELLS PLACED ON ROOF FOR ELECTRICITY PRODUCTION AND PROVIDING ELECTRICITY FOR GEYSERS

permable paving

planted surface

110mm soil pipe at min 1:40 fall to municipal connection

RWDP

1460

12835

1461

ACCESS TO BUILDING 1:12 concrete ramp

RWDP

ROOFLINE

27851mm

NEW PROPOSED INNOVATION HUB FOR THE SUTHERLAND OBSERVATORY

AREA CALCULATIONS

2 1

EXTI VEHICLE ACCESS (service access)

Solar panels to charge battery banks

600

2m X 1m PHOTOVOLTAIC CELLS PLACED ON ROOF FOR ELECTRICITY PRODUCTION AND PROVIDING ELECTRICITY FOR GEYSERS

15675

0 Parking space

250

RWDP

new driveway

19262

16791

TRAP DO OR FO R ROOF ACCESS

FALL

new 10mm vaulted corrugated roof sheeting

FALL

10858

10643

FALL

0 600 Parking space

FALL

250

252 1752

1.5m SERVITUDE LINE 2190mm (h) boundary wall

460

ERF 329

SITE PLAN SCALE 1:100

RWDP

planted surface

1500

2190

1.5m STREET BUILDING LINE

skip area (REFUSE AREA)

RWDP

IE gutter and downpipe

runoff TRAP DO OR FO R ROOF ACCESS

1459m

gutter and downpipe

existing tree

direction of flow

VAN DER MERWE STREET

direction of flow

1460m

stormwater drainage channel direction of flow to stormwater drain 1461m

1462m

runoff

water tank installed to store harvested water from roof

27,851 1461

runoff

ALL DRAWINGS TO COMPLY WITH SANS 10400

runoff

DN dire ction

of flow

fall of site

665

existing tree

D-543-08-20

DATE

2020 / 08 / 01

CHECKED BY

J VAN DER WALT

DRAWN BY

S VAN HEERDEN

APPROVED BY DATE

2020 / 06 / 29

ENIGNEER SIGNATURE

..............................................

OWNER SIGNATURE

..............................................

SCALES USED

1:100

SHEET

1 OF 3

existing tree

STORMWATER RETICULATION LAYOUT SCALE 1:250

DRAWING NUMBER

skip area

concrete stormwater drainage channel with metal grate

1463m

gutter and downpipe

existing sidewalk

KERK STREET

SCALE 1:5000

2122

1458m

runoff

STORMWATER KERB INLET

extensive planted roof

runoff

1464m

2190mm (h) boundary wall

RWDP

SEWER MH INVERT LEVEL: 1459.5m

gutter and downpipe

LOCALITY MAP (SUTHERLAND)

MUNICIPAL ELECTRICAL LINE

9499 10999

runoff

paving

1177 RWDP

JUBILEE STREET

39,144

16740

metal gate

20754

ERF 328

39,144

ERF 327

RWDP

stormwater drain

PIET RETIEF STREET

1:12 concrete ramp

STORMWATER KERB INLET

HO SPITAAL STREET

449

220mm retaining wall

5m STREET BUILDING LINE

AREA SCHEDULE GROUND FLOOR PLAN

street kerb

3 C03 ---

220mm retaining wall

39144mm

NOTES 5 AND 6 ARE RECOMMENDED

street lamp

2038

5m STREET BUILDING LINE

STORMWATER KERB INLET

60 00

27851mm

Architects Signature

Owners Signature

-810

concrete stormwater drainage channel with metal grate

39144mm

Civil Eng. signature

4970 boundaey wall

5449

Horizontal timber shading device

trol

3215

Structural Eng. Signature

n re co

1805

existing sidewalk

ssu

Staircase note Cast in situ staircase 5 risers 350mm treads, 170mm risers

1414 electrical line to new DB board

3666

1.5m STREET BUILDING LINE

re to p pipe tt e pply ene r su kitch a te in m w te d 50m e loca va lv

metal gate

emergency assembly point

permeable paving

water tank installed to store harvested water from roof

MUNICIPAL METERING AND BILLING SENDING POWER TO THE GRID

7233

municipal shutoff valve

ELECTRICAL METER

1.5m STREET BUILDING LINE

27,851

2190mm (h) boundary wall

PROPERTY BOUNDARY

35 00

MUNICIPAL COLD WATER LINE

vehicle access for disabled people

PEDESTRIAN ACCESS

D 0

Site Dimensions:

existing tree

MUNICIPAL ELECTRICAL LINE

JUBILEE STREET

existing tree

1460

24991

VISUAL SCALE 1:100 @ A1

KERK STREET

7181

10m

VISUAL SCALE 1:250 @ A1

15m

20m

25m 1:250 on A1

25000 25000 450

2100

110

6540

7200

450

14900

2000

15800

450

STORMWATER KERB INLET existing trees

existing trees

MUNICIPAL ELECTRICAL LINE

pedestrian access

MUNICIPAL COLD WATER LINE

vehicular access

PROPERTY BOUNDARY

ELECTRICAL METER

PROPERTY BOUNDARY

2192396

water tank installed to store rainwater

1752

110

RWDP

1530 6

Staircase note: Concrete cast in situ staircase 22 risers 350mm treads, 170mm risers

152 x 114 SAP column

2481

RWDP

single stack

Wrapped in insulation

O.V.P

D18

DA D19 U

W13

3128

drainage channel

220mm retaining wall

RWDP

W12

D17

RWDP

W105 4

W17

1419

IEGULLEY

stub stack

new 1:12 concrete ramp

50mm waste pipe

110mm soil pipe

900mm steel pipe railing

extra work space for assembly of workshop components

stub stack

Staircase note: Concrete cast in situ staircase 7 risers 280mm treads, 180mm risers

W101

W69

1699

1839

W67

WHB

16 m² Tiles Ceiling board

900mm steel pipe railing

horizontal shading device overhead

New Staff Bathroom DA

1.5m STREET BUILDING LINE

450 exposed concrete beam overhead

450

5385

110

2480

15 16

8950

1845 110

NEW LINTELS OVER

B.I.C

110

8950

4778 110

110

sliding windows

110

1350

existing trees

TRAP DOOR FOR ROOF ACCESS

B.I.C

1752

450 2000

Fire Extinguisher

3 m² ? ?

fire escape stairway

NEW LARGE OFFICE

W52

72 m² Carpet Exposed Truss

TRAP DOOR FOR ROOF ACCESS

Fire Extinguisher

10 11 12 13 14 15 16 17 18 19 20 RWDP 900 mm steel pipe railing

7200

1752

110

13040

2000

15800

40mm downpipe

450

RWDP

Staircase note: Concrete cast in situ staircase 20 risers 350mm treads, 170mm risers

timber pergola

RWDP

DRAINAGE NOTES

2 3

12020

paving

PROJECT AND CLIENT DETAILS

DA WC

new 1:12 concrete ramp used for deliveries and access

sliding windows

countertop

sliding windows

450

W100 3

TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

W63

sliding windows

D46 51

W58

W59

W60

TRAP DOOR FOR ROOF ACCESS

W61 3

14772

NEW PROPOSED INNOVATION HUB FOR THE SUTHERLAND OBSERVATORY

RWDP

TRAP DOOR FOR ROOF ACCESS

vehicular access

0 600

PARKING

new 420mm composite cavity wall 230mm inner leaf and 110mm outer leaf with 110mm cavity, 85mm Polyutothane rigid insulation board

sliding windows

DOUBLE VOLUME OPENING ABOVE

98 m² Polished screed Exposed truss

6300

countertop

NEW W ORKSHOP

RWDP

exposed concrete beam overhead

W62 3

exposed SAP timber truss

AREA CALCULATIONS

10999

960

countertop

extensive planted roof

250

7688

16795

sliding windows

RWDP

EMERGENCY ASSEMBLY POINT

vertical louvers

Fire Extinguisher

RWDP

new 450mm composite cavity wall 230mm inner leaf and 110mm outer leaf R-VALUE = 4.88m2 K/W C-VALUE = 531 KJ/ m2K CR-VALUE = 662 hours

sliding windows

20810

1518

1459

sliding windows

W103

FIRE MAINS

110

escape door stub stack

W66

1177

W64

15675

1159

9499

0 600

44 2

B.I.C

exit door

10779

450

B.I.C

countertop

9497

NEW MANAGERS OFFICE

4055

3325

110

2720

Battery Bank

110

2776

110

paving

1514

1 DF 58

W72

W73

W74

W75

W76

W77

W78

W79

W80

W81

W108

water tank installed to store rainwater

RWDP

extensive planted roof

Staircase note: Concrete cast in situ staircase 5 risers 280mm treads, 180mm risers

water tank installed to store rainwater

1500

1.5m SERVITUDE LINE

RWDP

252

RWDP

countertop

escape door

sub DB BOARD

1502

2275

3267

13 m² Polished screed Ceiling Board

9 m² Polished screed Ceiling Board overhead counter

450

NEW W ELDING AREA overhead counter

3775

11 m² Polished screed ceiling board

3325

countertop

NEW EQUIPMENT STORAGE

NEW BULK STORAGE

9 m² Carpet Ceiling Board

skip area

RWDP

1752

exit door

paving

1.5m STREET BUILDING LINE

exit door

110

W107

exit door

14772

STORMWATER KERB INLET

450

1.5m STREET BUILDING LINE

960

250

TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

sliding windows

PARKING

PROPERTY BOUNDARY

Staircase to access rooftop

new 420mm composite cavity wall 230mm inner leaf and 110mm outer leaf R-VALUE = 4.88m2 K/W C-VALUE = 531 KJ/ m2K CR-VALUE = 662 hours

LIFT

PRINT STATION

TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

D28

448

900mm steel pipe railing

35 m² Tiles Exposed Truss

RWDP

Electrical conduit

NEW PRINT STATION / PASSAGE

sliding windows

26 m² Carpet Exposed Truss

3652

4740

NEW SMALL OFFICE 2

4840

PARKING

600

extensive planted roof

GULLEY

11 13

RWDP 2

direction of flow

DOUBLE VOLUME OPENING ABOVE

paving

12 m² Tiles Concrete Slab

250

WHB

W42

220mm retaining wall

Wrapped in insulation HW

W68

W51 exposed concrete beam overhead

50mm waste pipe

W14

9674

W15

NEW PASSAGE

vertical louver over sliding window

450

31942

9718

geyser above

W16

450

RWDP

4020

4011

roofline

drainage channel to be placed on paving level to redirect stormwater into the stormwater drain

110mm soil pipe to municipal sewer connection @1:40 min fall

permeable paving

450

W11

WHB

l ipa all nic min f mu to 1:40 e pip n @ il io so m nnect 0m 11 er co s ew

W70

699 450

geyser above HW

WHB

W18

2152

450

RWDP

WHB

TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

8250

WHB

16 m² Tiles Ceiling Board

D15

Public Bathroom

W10

DA D16

220 810 110 872 110 1100

8070

D13

stub stack

1630 HW

W50

9666

Not Enclosed Paving ?

Staircase note: Concrete cast in situ staircase 19 risers 280mm treads, 170mm risers

1500

NOTES 5 AND 6 ARE RECOMMENDED RWDP

450

3 m² ? ?

1839

450

INNER COURTYARD

cold water 6 m² supply CW Tiles Ceiling Board G

3455

NEW LIFT

17 m² Carpet Concrete Slab

PASSAGE

2750

NEW SMALL CONFERANCE ROOM

1440

D14

D10 new 450mm composite cavity wall 230mm inner leaf and 110mm outer leaf R-VALUE = 4.88m2 K/W C-VALUE = 531 KJ/ m2K CR-VALUE = 662 hours

ESCAPE DOOR

4019

FIRE MAINS

4 m² WC Tiles Ceiling Board

sliding windows 2

110

450

RWDP

new 420mm composite cavity wall 230mm inner leaf and 110mm outer leaf R-VALUE = 4.88m2 K/W C-VALUE = 531 KJ/ m2K CR-VALUE = 662 hours

450

Disabled Bathroom

21 m² Carpet Exposed Truss

sliding windows

W48

5040

TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

1839

D36

Fire BIC

110

65 m² Polished Screed Ceiling Board

NEW SMALL OFFICE 1

5340

110 2765

31938

14900

Fire Extinguisher

B.I.C

FIRE WALL

W43

ipal unic in fall to m 40 m pipe @ 1: il o s on ecti mm 110 r c onn e sew

110

2000 450

450

150mm x 400mm RC beam, according to engineers specification TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

Electrical conduit

450

W47

water tank installed to store rainwater

NEW RECEPTION / LOBBY

1438

new concrete 300 x 300mm RC beam

STRUCTURAL COLUMN PLACED TO SUPPORT THE FLOOR SLAB SPANNING MORE THAN 8.4 METRES

sliding windows

17 18

sliding windows

450

4970

downpipe

1555

8950

150mm x 400mm RC beam, according to engineers specification

300 x 300mm STRUCTURAL COLUMN PLACED TO SUPPORT THE FLOOR SLAB SPANNING MORE THAN 8.4 METRES

6300

450

DB 14 BOARD

8085

new concrete 300 x 300mm RC beam

1555

450

30 m² Carpet Exposed Truss

sliding windows

DA D5

NEW MEDIUM OFFICE

sliding windows

49 m² Polished screed Suspended concrete slab

2875

5040

NEW INSTRUCTION ROOM

110

Fire Extinguisher TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

-810

110mm soil pipe

7000

ESCAPE DOOR

vertical louver over sliding window

W44

3215

RWDP

2995

Staircase note: Concrete cast in situ staircase 19 risers 280mm treads, 170mm risers

450

6300

sliding windows

1535

110

STRUCTURAL COLUMN PLACED TO SUPPORT THE FLOOR SLAB SPANNING MORE THAN 8.4 METRES

23 m² Carpet Concrete Slab

3500

sliding windows

110mm soil pipe to municipal sewer connection @ 1:40 min fall

3500

973

2765

sliding windows

450 2000

NEW LARGE CONFERANCE ROOM

fire wall

6300

6090

fire wall

TYPE F walls, ACCORDING TO SANS 10400, EXTERIOR WALLS REQUIRE 30min FIRE RESISTANCE AND INTERIOR PARTITION WALLS 60min FIRE RESISTANCE

DA D1

650

1559

450

Battery Bank

W50

DOUBLE VOLUME OPENING ABOVE

4778

stormwater channel

paving

sub DB BOARD

sliding windows

3460

1805

RWDP

sliding windows

SEWER MH INVERT LEVEL: 1459.5m

5m STREET BUILDING LINE

5340

sliding windows

DOWN PIPE

geyser above

110

counter top

9 m² Tiles Concrete slab

Battery Bank

16 m² Carpet Concrete slab

3738

50mm waste pipe

NEW KITCHENETTE

new 1:12 concrete ramp

RWDP

ESCAPE DOOR

NEW LOUNGE

4019

B.I.C

1414

timber pergola

sliding windows

1305

3666

RWDP

5340

2101

920 110 1020 110 1179 110

2233

2 Fire Extinguisher

W46

GENERAL NOTES

15800

450

W45

5m STREET BUILDING LINE

EXISTING NGL

2000

6300

4778

DISABLED PARKING

5 CW

450

228 x 50 SAP beam

1511

2190mm (h) boundary wall

450 3738

W37

450

152 x 114 SAP column

5m STREET BUILDING LINE

timber pergola

RWDP

450

455

450

RWDP

110

-810

11128

450

PRESSUSE CONTROL VALVE AND EXPANSION RELIEF FROM THIS POINT, SUPPLY WATER WILL REDIRECT INTO GEYSER

5m STREET BUILDING LINE

11123

4090

stormwater drain

110

12650

2100

60 00

110

450

7200

engineerd NGL

450

4970

6090

7200

3215

2190mm (h) boundary wall

MUNICIPAL SHUT OFF VALVE

1805

1.5m STREET BUILDING LINE

al w

1414

Staircase note: Concrete cast in situ staircase 5 risers 280mm treads, 180mm risers

35 00

ip unic mm 50m

pipe

MUNICIPAL ELECTRICAL LINE

5000

3666 ly supp at er

9850

D39

2875

D46

450

MUNICIPAL METERING AND BILLING SENDING POWER TO THE GRID

STORMWATER KERB INLET

2190mm (h) boundary wall

PROPERTY BOUNDARY

450

3267

110

4055

110

2720

110

4400

450

15672

existing trees

GROUND FLOOR PLAN SCALE 1:100

15675

FIRST FLOOR PLAN SCALE 1:100

VISUAL SCALE 1:100 @ A1

10m

107m2

NEW LOADING BAY

11m2

NEW WORKSHOP MANAGERS OFFICE

10m2

NEW WELDING AREA

16m2

NEW BULK STORAGE

17m2

NEW STAFF TOILET

17m2

NEW GROUP INSTRUCTION AREA

50m2

NEW PUBLIC TOILET

17m2

NEW RECEPTION / LOBBY

66m2

NEW LIFT

3m2

NEW LOUNGE

20m2

NEW KITCHENETTE

9m2

NEW LARGE CONFERANCE ROOM

23m2

NEW SMALL CONFERANCE ROOM

18m2

TOTAL NEW GROUND FLOOR

401m2

12295

0m All staircases, Roof and floor slabs to according to engineers detail

NEW WORKSHOP

All staircases, Roof and floor slabs to according to engineers detail

VISUAL SCALE 1:100 @ A1

10m

DRAWING NUMBER

D-543-08-20

DATE

2020 / 08 /21

CHECKED BY

J VAN DER WALT

DRAWN BY

S VAN HEERDEN

APPROVED BY DATE

2020 / 06 / 29

ENIGNEER SIGNATURE

..............................................

OWNER SIGNATURE

..............................................

SCALES USED

1:100 on A1

SHEET

2 OF 3

SITE BOUNDARY

4740

2875 r14328

7° pitch

8165

SITE BOUNDARY

5m STREET BUILDING LINE

Height under wallplate 7865

facia board

7° pitch

Height under lintel 03 5660

300

900mm metal pipe railing

2205

100mm gutter

100mm RWDP to storage tank

facia board

Height under downstand 5125

Horizontal shading device

535

r10799 7° pitch

Height under lintel 02 2800

aluminium operable louver aluminium perforated screen

First Floor Level 2500

8975

W51

2325

W52

5065

900mm metal pipe railing

Timber pergola

2192396

Water tank to store rainwater FFL EXTERIOR ALUMINIUM LOUVERS

W61

W101

W13

W12

W11

W10

NGL paving

Stub stack permeable backfilling

SITE BOUNDARY

EAST ELEVATION A 2m x 1m photovoltaic cells placed on roof

2875

7° pitch

7.03° 1500

7° pitch

RWDP

dpc

weepholes

weepholes NEW LINTELS

dpc

400mm RC concrete vaulted roof

dpc

NEW TIMBER TRUSS

2740

r12628

4717 TRAP DOOR FOR ROOF AC C ESS

NEW LARGE OFFICE 72 m² Carpet Exposed Truss

Staircase for roof access

plastered and painted

dpc NEW LINTELS

Height under downstand 5125

535

450 x 225 RC downstand

Height under lintel 03

dpc

Height under lintel 02 2800

Performance Values: R-VALUE = 4.88m2 K/W C-VALUE = 531 KJ/ m2K CR-VALUE = 662 hours

dpc

concrete downstand

NEW 255mm CONCRETE FLOOR SLAB SPANS 9.4 metres between loadbearing walls

FFL

9370

3 B.I.C

2325

W118

2325

8950

New 450mm cavity wall with 100mm XPS insulation

2325

Horizontal adjustable louver

First Floor Level 2500

NEW TIMBER PERGOLA above ramp

DC D10

dpc

paving

NEW 100mm CONCRETE SURFACE BED

FFL

HARDC ORE FILLING

NEW CONCRETE FOUNDATION ACCORDING TO ENGINEER DETAIL

110mm soild pipe at min fall of 1:40 to municipal sewer connection

SEWER MH INVERT LEVEL 1459m

dpc dpc

N.G.L

paving

weepholes HARDC ORE FILLING

650 treads 165 risers for instruction room steps

Occupancy classification

Design occupancy time

12 hours per day

Building net floor area

900mm metal pipe railing

Ground Floor Level -810

10mm corrugated roof sheeting

metal gutter

85mm XPS insulation in purlin cavity

100mm metal downpipe

10mm ceiling board

7 days per week

timber truss

52 weeks per year

wallplate

607 sqm

8165

Height under wallplate

Lighting and Power: Max energy demand

6070 W/sqm

Max energy consumption

15175 kwh/sqm

7865 900mm metal pipe railing

Height under lintel 03

growing medium according to landscape architect

Fenestration Calculations: Ground Floor:

aluminium window frame

50mm bio-degradeble molded plastic box to contain soil

85mm RIGID POLYUROTHANE INSULATION ABOVE SLAB

220mm brickwork retiaining wall

100mm RIGID EXTRUDED POLYSTYRENE (XPS) concrete upstand

Fenestration area is below 15%(14%) so it does comply with SANS 10400 requirements.

metal truss hanger attached to concrete roof

gutter

5660

450mm x 225mm RC concrete downstand

Height under downstand

R-VALUE = 4.88m2 K/W C-VALUE = 531 KJ/ m2K CR-VALUE = 662 hours

5125

100mm RIGID EXTRUDED POLYSTYRENE (XPS) deemed to satisfy according to SANS 204

Scale 1:25

SECTION A-A

2800 new 255mm RC suspended floor

10mm carpet

10m

Height under lintel 02

Typical eave detail

Exterior Circulation level

Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly.

DRAINAGE NOTES

plaster and painted

Ground Floor Level -810

NEW CONCRETE FOUNDATION ACCORDING TO ENGINEER DETAIL

SCALE 1:100

50mm screed

N.G.L -645

NEW CONCRETE FOUNDATION ACCORDING TO ENGINEER DETAIL

NOTES 5 AND 6 ARE RECOMMENDED

Exterior Circulation level

dpm

NEW CONCRETE FOUNDATION ACCORDING TO ENGINEER DETAIL

N.G.L -645

NEW CONCRETE FOUNDATION ACCORDING TO ENGINEER DETAIL

Height under lintel 01 0

NEW 100mm STEPPED FOUNDATION FOR SEATING

raft foundation for nonloadbearing wall

50mm waste pipe

300mm RC concrete roof

dpm

220mm retaining wall

External Pergola 1447

49 m² Polished screed Suspended concrete slab

900 mm steel railing

weephole

NEW INSTRUCTION ROOM

paving

weepholes

165

N.G.L

3740

NEW RECEPTION / LOBBY 65 m² Polished Screed Ceiling Board

3180

curtain wall

NEW LINTELS

Staircase note: Concrete cast in situ staircase 19 risers 280mm treads, 170mm risers

NEW LINTELS

1:12 concrete ramp

dpc

plastered and painted

2800

NEW LINTELS

560 645

dpc

2800

560 645

2800

weepholes

new 150mm x 400mm concrete beam

6090

645

110

2756

395

plastered and painted

6mm ceiling board

N.G.L

permeable backfill

5660

growing medium according to landscape architect

dpc

2740

NEW LINTELS

900 mm steel railing

Height under wallplate 7865 300

RDWP

dpc

8165

2205

gutter

6.78° 1500

ROOF NOTE: NEW 0.5 mm 686 chromadek CORRUGATED ROOF SHEETING at 7° pitch NEW SA PINE TIMBER ROOF TRUSS 76 X 50mm SAP PURLINS AT MIN 1500 CENTRES 100mm ISOTHERM INSULATION BETWEEN PURLINS 10mm CEILING 235 mm facia board

5m STREET BUILDING LINE

6.78° 1500

6.27° 1500

Height under lintel 01

Compliance data for calculations(Electrical):

2 facia board

Stub stack

All staircases, Roof and floor slabs to according to engineers detail

SCALE 1:100

C03

NEW CONCRETE FOUNDATION ACCORDING TO ENGINEER DETAIL

4740

WHB ie

ie 110mm soil pipe paving

WHB

165645

paving

2800

165645

W103

2800

FACEBRICK

GENERAL NOTES

1447

O.V.P single stack system

2190mm (h) boundary wall

External Pergola

water tank installed to store rainwater

EXPOSED CONCRETE VAULTED ROOF

ALUMINIUM FRAMED WINDOWS WITH SINGLE CLEAR GLASS

W62

SITE BOUNDARY

2190mm (h) boundary wall

N.G.L

face brick

5m STREET BUILDING LINE

W107

First Floor Level

RC downstand

VISUAL SCALE 1:100 @ A1

PROJECT AND CLIENT DETAILS

NEW PROPOSED INNOVATION HUB FOR THE SUTHERLAND OBSERVATORY

Brick-force to be incorporated at every third course

AREA CALCULATIONS

plaster and painted

6mm ceiling board

SANS 204 / XA Calculations:

R, C and CR values of brickwork external walls: R - value for the wall:

First Floor : Fenestration area is more than 15% (21%), fenestration calculations would be needed for compliance. Required

4.48sqm K/W

C - value for the wall:

531KJ/sqm K

CR - value fot the wall:

662 hours

facebrick finish weephole 75mm x 105mm concrete lintel

Proposed

Max Conductance:

243.6

243.03

Max Solar Heat Gain:

30.45

14.61

Required R - value for the floor: R - value for the roof:

3.7 3.7

Proposed 3.7 3.7

plastered and painted R-VALUE = 4.88m2 K/W C-VALUE = 531 KJ/ m2K CR-VALUE = 662 hours dpc

1447 Height under lintel 01

75mm x 210mm concrete lintel

Typical suspended floor to wall detail Scale 1:25 230mm retaining wall 50mm downpipe

plastered and painted

glass curtain wall

permeable paving

N.G.L

concrete threshold

Calculations does comply with SANS 204, refer to external table for detailed calculations R values of roof and floor:

100mm RIGID EXTRUDED POLYSTURENE (XPS)

Climate zone

Zone 1 - Sutherland

Direction

Required R-value 3.7 Roofing material 0.3 0.05 Ceiling R - value total: Insulation:

0.35 3.7

Max pane area

3mm

0.75 sqm

4mm

1.5 sqm

5mm

2.1 sqm

6mm

Ground Floor Level

paving

85mm expanded polyurothane insulation below surface bed

11m2

NEW WORKSHOP MANAGERS OFFICE

10m2

NEW WELDING AREA

16m2

NEW BULK STORAGE

17m2

NEW STAFF TOILET

17m2

NEW GROUP INSTRUCTION AREA

50m2

NEW PUBLIC TOILET

17m2

NEW RECEPTION / LOBBY

66m2

NEW LIFT

3m2

NEW LOUNGE

20m2

NEW KITCHENETTE

9m2

NEW LARGE CONFERANCE ROOM

23m2

NEW SMALL CONFERANCE ROOM

18m2

TOTAL NEW GROUND FLOOR

401m2

compacted fill

DPM 50mm sand blinding layer

-810

DRAWING NUMBER

D-543-08-20

DATE

2020 / 08 / 01

CHECKED BY

J VAN DER WALT

DRAWN BY

S VAN HEERDEN

APPROVED BY DATE

2020 / 06 / 29

ENIGNEER SIGNATURE

..............................................

OWNER SIGNATURE

..............................................

SCALES USED

1:100

SHEET

3 OF 3

weephole permeable backfilling

3.2 sqm Also refer to SANS 10400

107m2

10mm polished screed 100mm concrete surface bed

Glass Thickness

NEW LOADING BAY

-645

dpc below threshold

Glazing Notes:

NEW WORKSHOP

mortar fill

Exterior Circulation level

compacted fill

concrete drainage channel

depth foundation dependent on engineer detail unidisturbed earth

200 x 600 concrete footing

300 x 900 concrete footing refer to engineers detail

Typical foundation detail Scale 1:25

footing trench 1:25 on A1

MODEL & PERIMITER SECTION project_3

SKETCH DESIGN + MODEL project_3.1

Project 3.1 - Section Model Stefan van Heerden (2192396)

Page: 1

Model Images at scale 1:50 Mateirals: Recycled SA PINE Grey Board Moss Corrugated Cardboard

Page: 2

Page: 3

Moss

Greyboard

Recycled SA PINE

Corrugated cardbaord

Page: 4

Project 3.1 - Section Model Stefan van Heerden (2192396)

Page: 1

Model Images at scale 1:50 Mateirals: Recycled SA PINE Grey Board Moss Corrugated Cardboard

Page: 2

Moss Recycled SA PINE

Greyboard

Corrugated cardbaord

Page: 3

PERIMITER SECTION project_3.2

Components:

ECO-WORTHY 28 Adjustable Angle Solar Panel Tilt Mount

0.5mm dovegrey 686 corrugated roof sheeting

Eurolux O403 Silicon solar module

Galvanised roofing screws

228mm x 50mm SAP Beam closer between rafters

76 x 50 SAP purlins at 1500mm centres

120mm x 50mm purlin

85mm mineral wool insulation between purlins

7 deg ree

345mm facia board

pitch

8165

Marley streamline PVC-U 110x75mm gutter Marley streamline galvanised steel 110mm downpipe

3.5mm Gyproc rhinoboard at max 150mm centres

3. 7.

Height under wallplate

900mm pipe railing mounted of baseplate

152 x 50 SA PINE laminated top cord

7865

Krafft galvanised chain

152 x 50 SA PINE bracing 75mm x 105mm pre-stressed concrete lintel

Waterwise(succulint) planting for low maintenance

Seeding trays

Wispeco, crealco, 80mm skyline casement window opened with C20 actuator window opener

900mm pipe railing

GENERAL NOTES

Steel mullion 20mm Aluminium perforated screen

Extruded recycled plastic tray for soil containment

m20 nut

Concrete upstand

17.

290mm threaded rod

Permeable backfill

Marley streamline PVC-U 100 x 75mm gutter to fall outlets

45° flat F.B.O gratings out of ductile iron

152 x 50 SA PINE laminated bottom cord

NOTES 5 AND 6 ARE RECOMMENDED

75mm PVC pipe for overflow formed through coring

Galvanised truss hanger fixed to concrete upstand supporting bottom cord

11. Screen to roof upstand fixing detail:

Alumium perforated screen fixed to wall with bolted connection

300mm R.C arched roof slab off-shutter finish tied into brickwork.

Marley streamline galvanised steel 160mm x 90mm gutter to fall downpipes Mineral board Control Joint

Height under downstand

71 m² Carpet Exposed Truss

10.

5125

228 x 50 SA pine pergola beam Woodoc 50 sealer applied to protect timber from sun and rain

NEW LARGE OFFICE

5660

85mm XPS insulation above slab

13mm Primed and Painted 2 coat plaster on interior

2192396

Height under lintel 03

Steel baseplate

150 mm engineerd soil 1/2 topsoil 1/2 compost

50mm screed 1000 micron DPM

1. 0.5mm dovegrey 686 corrugated roof sheeting 2. Marley streamline PVC-U 110x75mm gutter 3. Timber Truss, truss size according to manufacturer 4. Interior 230mm Loadbearing wall 5. 900mm steel Pipe railing 6. 300mm Vaulted concrete roof 7. Alumium top hung window (clere story) 8. 450mm exterior composite wall 9. 255mm Suspended Floor Slab 10. Window Opening 11. Alumium Perforated screen 12. Timber horizontal shading pergola over window 13. Timber Pergola to frame circulation and shade building/opening 14. 175mm Concrete surface bed 15. 150mm Concrete ramp 16. Permeable paving 17. Extruded Plastic tray for soil containment 18. Growing medium according to landscape architect 5. 19. Shading timber pergola

Height under lintel 02

19.

3805

weepholes at 900 centres 228mm x 50mm SAP Beam

single clear glass

Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly.

228mm x50mm SAP Beam

Wispeco, crealco, 80mm skyline sliding window

SAP built in cupboard

M20 Nut

228mm x 50mm SAP supporting beam

Rebate

Galvanised fillet

B.I.C

228 x 50 SA pine pergola beam, Woodoc 50 sealer applied to protect timber from sun and rain

2800

10mm carpet 228 x 50 SA pine pergola beam

External Pergola

Corobrik Redwood brick to be plastered

Corobrik Redwood facebrick, 222 x 106 x 73, raked mortar joints 75mm brickforce every 4 courses

76 x 210mm pre stressed concrete lintel

Wall ties at typical 900mm (vertical) x 450mm (horizontal) spacing

Height under lintel 01

3740

900mm pipe railing fixed to basplate

49 m² Polished screed Suspended concrete slab

Wispeco, crealco, 80mm skyline sliding window

Components:

1. 2. 3. 4. 5. 6. 7. 2. 8. 9.

1447

NEW INSTRUCTION ROOM

Section Assembly Axonometric 1.

152 x 114 SA pine column

2500

Staircase note: Concrete cast in situ staircase 19 risers 280mm treads, 175mm risers

DRAINAGE NOTES

First Floor Level

shelf angle (concrete downstand) 220mm x 180mm supporting suspended floor slab

13mm Primed and Painted 2 coat plaster on interior

15.

Shading Pergola Assembly:

100mm XPS insulation

255mm concrete suspended floor 20MPA @ 28days, to enigneers specifications off - shutter finish below slab

16.

14.

140mm threaded rod

Precast concrete cill

Col Skirting SK6 SAP Untreated softwood (140mm x 22mm)

13.

Corrugated Sheeting Timber truss Pop up section for hot air extraction Railings Arched Concrete Planted roof Loadbearing brickwork walls Horizontal shading device for north facade Timber pergola Vertical shading for east dacade

AREA CALCULATIONS

Modcon 0124 precast concrete coping

DA D3

permeable paving

150mm concrete ramp (1:12 slope) broom finished

30mm bedding aggregate

1000 micron DPC

N.G.L

concrete infill 10MPA at 28 days

60mm basecourse Aggregate

1000 micron DPC

-810

Col Skirting SK6 SAP Untreated softwood (3000mm x 140mm x 22mm)

175mm concrete surface bed 20MPA at 28 days, to eng. specifications

NEW PROPOSED INNOVATION HUB FOR THE SUTHERLAND OBSERVATORY (Issued for Construction)

Precast concrete cill 7

50mm polished screed

PROJECT AND CLIENT DETAILS

Window operation diagram Window is electronically operated with C20 Actuator window opener: 5.

NEW WORKSHOP

107m2

NEW LOADING BAY

11m2

NEW WORKSHOP MANAGERS OFFICE

10m2

NEW WELDING AREA

16m2

NEW BULK STORAGE

17m2

NEW STAFF TOILET

17m2

NEW GROUP INSTRUCTION AREA

50m2

NEW PUBLIC TOILET

17m2

NEW RECEPTION / LOBBY

66m2

NEW LIFT

3m2

NEW LOUNGE

20m2

NEW KITCHENETTE

9m2

NEW LARGE CONFERANCE ROOM

23m2

NEW SMALL CONFERANCE ROOM

18m2

TOTAL NEW GROUND FLOOR

401m2

Exterior Circulation level 230mm retaining wall

-1210

85mm XPS rigid insulation

Concrete fillet

FFL

375micron DPM 50mm sandblinding layer

Graded + poisoned compacted fill in layers of 150mm

unidisturbed earth

CONCRETE STRIP FOUNDATION @ MIN 15MPA @ 28 DAYS, 400 x 200 to engineers specification

Galvanised brick force, at every course for the foundation wall

Agricultural drain connected to stormwater drain

Permeable backfill

trench for foundation footing

CONCRETE STRIP FOUNDATION @ MIN 15MPA @ 28 DAYS, 900mm x 300mm to engineers specifications

N Perimiter Section Detail Scale 1:25

110mm outer brickwork leaf

Dimpled drainage membrane Agricultural drain connected to stormwater drain

DRAWING NUMBER

D-543-08-20

DATE

2020 / 08 / 01

CHECKED BY

J VAN DER WALT

DRAWN BY

S VAN HEERDEN

APPROVED BY DATE

2020 / 06 / 29

ENIGNEER SIGNATURE

..............................................

OWNER SIGNATURE

..............................................

SCALES USED

1:25

SHEET

1 of 1

R - value for the wall: 4.48m2K/W C - value for the wall: 531KJ/m2K

CR - value fot the wall: 662 hours

Roof Assembly Axonometrix

Removal of concrete with Hilti DD 120 diamond coring tool (drill), removes concrete core

Stainless steel frame (Ecoworthy 28)

45° flat F.B.O gratings out of ductile iron

Chuck

PV panel

North

Summer solstice - 21 DEC at 13:00 78 degree altitude

Solar exposure large office clere story windows

Components: 1. 0.5mm dovegrey 686 corrugated roof sheeting 2. Marley streamline PVC-U 110x75mm gutter 3. Timber Truss, truss size according to manufacturer 4. Interior 230mm Loadbearing wall 5. 900mm steel Pipe railing 6. 300mm Vaulted concrete roof 7. Alumium top hung window (clere story) 8. 450mm exterior composite wall 9. 255mm Suspended Floor Slab 10. Window Opening 11. Alumium Perforated screen 12. Timber horizontal shading pergola over window 13. Timber Pergola to frame circulation and shade building/opening. 14. 175mm Concrete surface bed 15. 150mm Concrete ramp 16. Permeable paving 17. Extruded Plastic tray for soil containment 18. Growing medium according to landscape architect 19. Shading timber pergola

Formed through coring

Concrete core

0.5mm dovegrey 686 corrugated roof sheeting

Appropriate tolerance to be applied to ensure fit, 75mm +- 3mm up and down

Appropriate tolerance to be applied to ensure fit, 100mm +- 3mm up and down

Handle

ECO-WORTHY 28 Adjustable Angle Solar Panel Tilt Mount (stainless steel)

75 mm PVC-U pipe

100 mm PVC-U pipe

Winder solstice - 21 June at 13:00 34 degree altitude

Concrete upstand

Adjustable solar panel operation:

Galvanised roofing screws

Eurolux O403 Silicon solar module

r14328

228mm x 50mm SAP Beam closer between rafters 30mm x 1.6mm galvanised strapping roof tie embedded min 600mm in brickwork 120mm x 50mm purlin 345mmx 10mm NUTEC fibre cement facia board Marley streamline PVC-U 110x75mm gutter

76 x 50 SAP purlins at 1500mm centres 7 deg ree pitch

85mm mineral wool insulation between purlins 3.5mm Gyproc rhinoboard at max 150mm centres

concrete roof

Concrete coring in construction of drainage upstand: By drilling and extracting the concrete core.

45 degree FBO outlet assembly:

North

Concrete downstand

Overflow pipe assembly:

Marley streamline galvanised steel 110mm downpipe

409

Height under wallplate

Waterwise(succulint) planting for low maintenance

900mm pipe railing

Wispeco, crealco, 80mm skyline casement window opened with C20 actuator window opener

M20 nut

20mm Aluminium perforated screen

17.

m20 nut

Marley streamline PVC-U 100 x 75mm gutter to fall outlets

45° flat F.B.O gratings out of ductile iron

Marley streamline galvanised steel 160mm x 90mm gutter to fall downpipes

5660

Mineral board Control Joint

85mm XPS insulation above slab

10.

535

Height under downstand 5125

228 x 50 SA pine pergola beam Woodoc 50 sealer applied to protect timber from sun and rain

NEW LARGE OFFICE

13mm Primed and Painted 2 coat plaster on interior

NOTES 5 AND 6 ARE RECOMMENDED

11.

Screen to roof upstand fixing detail: Perforated screen protects exposed concrete upstand.

Alumium perforated screen fixed to wall with bolted connection

r12628

Solar angles: Summer solstice - 21 December at 13:00 = 80 degree altitude Winter solstice - 21 June at 13:00 = 34 degree altitude

75mm/100mm PVC pipe for overflow formed through coring 300mm R.C arched roof slab off-shutter finish tied into brickwork.

6. Concrete upstand

50mm screed 1000 micron DPM Permeable backfill

Galvanised truss hanger fixed to concrete upstand supporting bottom cord

GENERAL NOTES

M18, 290mm threaded rod

Extruded recycled plastic tray for soil containment

152 x 50 SA PINE laminated bottom cord

Steel mullion

Bitumen waterproofing layer

72 m² Carpet Exposed Truss

19.

Height under lintel 02

single clear glass

SAP built in cupboard

Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly.

Diagramming explaining stormwater drainage on planted roof

Wispeco, crealco, 80mm skyline sliding 2000mm x 1500mm window

Solar exposure large office north facing windows

North 228mm x 50mm SAP Beam

13.

M20 Nut 228mm x50mm SAP Beam

16.

14.

2325

3805

weepholes at 900 centres & above all openings

228mm x 50mm SAP supporting beam

10mm carpet

9375

M20 Nut

100mm XPS insulation

Col Skirting SK6 SAP Untreated softwood (140mm x 22mm)

15.

Rebate

M18, 140mm threaded rod

228 x 50 SA pine pergola beam, Woodoc 50 sealer applied to protect timber from sun and rain

Galvanised fillet

Shading Pergola Assembly: Pergola protects spaces from high sun angles during the summer but is short enought to allow for daylight to enter the space in the winter on the north facade.

2800

Components:

75mm brickforce every 4 courses

76 x 210mm pre stressed concrete lintel

Wall ties at typical 900mm (vertical) x 450mm (horizontal) spacing

1053

Corobrik Redwood brick to be plastered

NEW INSTRUCTION ROOM 49 m² Polished screed Suspended concrete slab

Wispeco, crealco, 80mm skyline sliding 2000mm x 1000mm window

3740

9 8

900mm pipe railing fixed to basplate

Precast concrete cill 7

Modcon 0124 precast concrete coping

DA D3

150mm concrete ramp (1:12 slope) broom finished

Solar exposure group instruction room north facing window

permeable paving

NGL

0 N.G.L

60mm basecourse Aggregate

Water stop 1000 micron DPC

-810

Col Skirting SK6 SAP Untreated softwood (3000mm x 140mm x 22mm)

Exterior Circulation level 230mm retaining wall

85mm XPS rigid insulation

12.

Glazing Notes:

375micron DPM

50mm sandblinding layer unidisturbed earth

trench for foundation footing

CONCRETE STRIP FOUNDATION @ MIN 15MPA @ 28 DAYS, 400 x 200 to engineers specification

Galvanised brick force, at every course for the foundation wall

Geotextile fabric Permeable backfill 110mm outer brickwork leaf

Waterproofing layers: 1. Elastomeric wash liquid 2. Waterproof coating (bitumen)

CONCRETE STRIP FOUNDATION @ MIN 15MPA @ 28 DAYS, 900mm x 300mm to engineers specifications

Dimpled drainage membrane

Concrete coved fillet

N Perimiter Section Detail Scale 1:25

400

175mm concrete surface bed 20MPA at 28 days, to eng. specifications

Graded + poisoned compacted fill in layers of 150mm

Solar angles: Summer solstice - 21 December at 13:00 = 80 degree altitude Winter solstice - 21 June at 13:00 = 34 degree altitude Spring equinox - 22 September 13:00 = 57 degree altitude

810

concrete infill @ @ 10MPA at 28 days

Agricultural drain connected to stormwater drain

Glass Thickness

Max pane area

3mm

0.75 sqm

4mm

1.5 sqm

5mm

2.1 sqm

6mm

3.2 sqm

R - value for the wall:

4.48m2K/W

C - value for the wall:

531KJ/m2K

CR - value fot the wall:

662 hours

NEW WORKSHOP

107m2

NEW LOADING BAY

11m2

NEW WORKSHOP MANAGERS OFFICE

10m2

NEW WELDING AREA

16m2

NEW BULK STORAGE

17m2

NEW STAFF TOILET

17m2

NEW GROUP INSTRUCTION AREA

50m2

NEW PUBLIC TOILET

17m2

NEW RECEPTION / LOBBY

66m2

NEW LIFT

3m2

NEW LOUNGE

20m2

NEW KITCHENETTE

9m2

NEW LARGE CONFERANCE ROOM

23m2

NEW SMALL CONFERANCE ROOM

18m2

TOTAL NEW GROUND FLOOR

401m2

-1210 7.

FFL

DRAWING NUMBER

D-543-08-20

DATE

2020 / 08 / 01

CHECKED BY

J VAN DER WALT

DRAWN BY

S VAN HEERDEN

APPROVED BY DATE

2020 / 06 / 29

ENIGNEER SIGNATURE

..............................................

OWNER SIGNATURE

..............................................

SCALES USED

1:25

SHEET

1 of 1

Also refer to SANS 10400

ALL DRAWINGS TO COMPLY WITH SANS 10400

NEW PROPOSED INNOVATION HUB FOR THE SUTHERLAND OBSERVATORY (Issued for Construction) AREA CALCULATIONS

30mm bedding aggregate

PROJECT AND CLIENT DETAILS

North

1000 micron DPC

50mm polished screed

Height under lintel 01

1447

1. Corrugated Sheeting 2. Timber truss 3. Timber purlins 4. Pop up section for hot air extraction 5. Railings 6. Arched Concrete Planted roof 7. Loadbearing brickwork walls 8. Horizontal shading device for north facade 9. Timber pergola 4. 10. Vertical shading for east dacade 11. Alumium perforated screen to protect exposed concrete. 12. Structural beam spanning length of building.

1447 152mm x 114mm SA pine column

Section Assembly Axonometric

External Pergola Corobrik Redwood facebrick, 222 x 106 x 73, raked mortar joints

Staircase note: Concrete cast in situ staircase 19 risers 280mm treads, 175mm risers

DRAINAGE NOTES

2500

shelf angle (concrete downstand) 220mm x 180mm supporting suspended floor slab

13mm Primed and Painted 2 coat plaster on interior

Solar angles: Summer solstice - 21 December at 13:00 = 80 degree altitude Winter solstice - 21 June at 13:00 = 34 degree altitude Spring equinox - 22 September 13:00 = 57 degree altitude

First Floor Level

300

228 x 50 SA pine pergola beam

255mm concrete suspended floor 20MPA @ 28days, to enigneers specifications off - shutter finish below slab

MODCON Precast concrete cill B.I.C

2192396

Height under lintel 03

Steel baseplate

150 mm engineerd soil 1/2 topsoil 1/2 compost Seeding trays

7865

2205

152 x 50 SA PINE bracing 75mm x 105mm pre-stressed concrete lintel

300

900mm pipe railing mounted of baseplate Krafft galvanised chain

152 x 50 SA PINE laminated top cord

8165

10.

Window operation diagram Window is electronically operated with C20 Actuator window opener:

11.

Roof Assembly Axonometrix