NG7
NE4
NE1
C4
C4F
D7
D4F
D22F
D52F
D52
NE1 NE1
NG7
C4F
D52
D22F
D7
C4
D22F
PROJECT:
DRAWING: SCALE: DRAWING NUMBER:
AUTHOR:CLIENT:
PLOT:

 
CLIENT ADDRESS: SIGNED:
 
GRANT HEPBURN
DESIGNS 
DATE:NOTES:


32015
9615
8230
14690 8365 8960
1423 2829 2558 1451 728 466 991 728 609 2198 2140 869
20373124154710222000
230
230
9270
2430 2000 2000 1511 2430 1511 1022
600
1500
115
230
1022 1100
230 5115 115 4443 115 4443 230 230 8500 230
7911022148410223911
230
230
5200
32015
12190925050005575
3225 1511 840 10643842 1511151117191511103256591022102210225251410645 5335331081533
2455115
23085001153115230230 2270 2730 2793 1978 230115
265
115 115
230
1200
5321 3179
3320
4230
1615 1385 1000
1770
1370
1085
1893
3815 4045
1920650
3320
8531567900
2570
4000
4750
10186843048
3115
3000
2885
865
600





























 

 







PROJECT:
DRAWING: SCALE: DRAWING NUMBER:
AUTHOR:CLIENT:
PLOT:

 
CLIENT ADDRESS: SIGNED:
 
GRANT HEPBURN
DESIGNS 
DATE:NOTES: 



4750
4150
42705120
4150600
3272120
29751066
2100
2250
2100
4270480
3346
250
600
1774
12252724
120
2790














4970
49704970
IBR SHEETING NAILED TO
76X50 TIMBER PURLINS @ 915
CCS MAX NAILED TO 114X50
NAILPLATE TIMBER TRUSSES
FIXED @ 1200 CCS MAX CAST
INTO BRICKWORK
IBR SHEETING NAILED TO 76X50
TIMBER PURLINS @ 915 CCS MAX
NAILED TO 228X50 TIMBER
TRUSSES FIXED @ 1350 CCS MAX
CAST INTO BRICKWORK
30MM SAND CEMENT SCREED ON
120 STEEL FLOATED REINFORCED
CONC FLOOR SLAB ON 280 MICRON
DPC ON EARTH FILL COMPACTED
TO SUIT
8mm GYPSUM CEILING
NAILED TO 38x38 TIMBER
BRANDERS FIXED @ 400
CCS MAX TO UNDERSIDE OF
ROOF TRUSSES
R.C.
LINTEL
230x690 CONCRETE
STRIP FOUNDATION
WITH NO LESS THAN
450 BELOW FGL.
115 NON-BEARING
INTERNAL WALLS
WITH BRICKFORCE
REINFORCING ON
RC SLAB
THICKENED BELOW
WALL TO SUIT
230x690 CONCRETE
STRIP FOUNDATION
WITH NO LESS THAN
450 BELOW FGL.
230 LOADBEARING
BRICKWALL STRENGTHENED
WITH BRICKFORCE WITH
EXTERIOR FACEBRICK FINISH
+ INTERNAL PLASTERED
STOCKBRICK FINISH
CORRUGATED IRON
ROOF SHEETIN
NAILED TO 76x50
PURLINS FIXED @
750 CCS MIN TO
114x38 TRUSSES
300X50
LAMINATED
TIMBER BEAM
CUSTOM BUILT
TIMBER SLIDING
DOORS AND
FRAMES
BUILT IN
TIMBER
CUPBOARDS
CONC PLUG
CLOSING
CHIMNEY FLUE
FIRE PLACE
LINED WITH
FIRE BRICK
STANDARD VENTS
MIN 3 BRICK
COURSES ABOVE ALL
DOORS AND
WINDOWS
GALVANISED
STEEL RIDGE
CAP




 
   
 
PROJECT:
DRAWING: SCALE: DRAWING NUMBER:
AUTHOR:CLIENT:
PLOT:

 
CLIENT ADDRESS: SIGNED:
 
GRANT HEPBURN
DESIGNS 
DATE:NOTES: 



 
 
   
PROJECT:
DRAWING: SCALE: DRAWING NUMBER:
AUTHOR:CLIENT:
PLOT:

 
CLIENT ADDRESS: SIGNED:
 
GRANT HEPBURN
DESIGNS 
DATE:NOTES: 



40000
40000
3000
3000
3000
3000
3000
40000
3000
40000
30003000
10248400025752










5000
2500



IC 1
IC 2
3250
4500
3485
AREAS
SITE AREA:
-1600 m²
PROPOSED BUILDING:
-219.12 m²
BUILDING COVERAGE:
-13.7 %
*A 3m SETBACK HAS BEEN
MAINTAINED FROM ALL
BOUNDARIES
WASTE WATER
ALL WASTE WATER PIPES
TO CONSIST OF 11O uPVC
PIPING @ MIN 1:40
GRADIENT.
2.5m X 1.5m x 1.6m
SCEPTIC TANK
6m X 1m X 1.6m
SOAKAWAY (french drain)








BOUNDARIES
ALL SITE BOUNDARIES
WILL CONSIST OF 1.5m
HIGH DIAMOND MESH
FENCE WITH 100mm
GALVANISED STEEL POSTS
@ CCS TO SUIT

  

Alidi House Proposal

  • 1.
    NG7 NE4 NE1 C4 C4F D7 D4F D22F D52F D52 NE1 NE1 NG7 C4F D52 D22F D7 C4 D22F PROJECT: DRAWING: SCALE:DRAWING NUMBER: AUTHOR:CLIENT: PLOT:    CLIENT ADDRESS: SIGNED:   GRANT HEPBURN DESIGNS  DATE:NOTES:   32015 9615 8230 14690 8365 8960 1423 2829 2558 1451 728 466 991 728 609 2198 2140 869 20373124154710222000 230 230 9270 2430 2000 2000 1511 2430 1511 1022 600 1500 115 230 1022 1100 230 5115 115 4443 115 4443 230 230 8500 230 7911022148410223911 230 230 5200 32015 12190925050005575 3225 1511 840 10643842 1511151117191511103256591022102210225251410645 5335331081533 2455115 23085001153115230230 2270 2730 2793 1978 230115 265 115 115 230 1200 5321 3179 3320 4230 1615 1385 1000 1770 1370 1085 1893 3815 4045 1920650 3320 8531567900 2570 4000 4750 10186843048 3115 3000 2885 865 600                                         
  • 2.
    PROJECT: DRAWING: SCALE: DRAWINGNUMBER: AUTHOR:CLIENT: PLOT:    CLIENT ADDRESS: SIGNED:   GRANT HEPBURN DESIGNS  DATE:NOTES:     4750 4150 42705120 4150600 3272120 29751066 2100 2250 2100 4270480 3346 250 600 1774 12252724 120 2790               4970 49704970 IBR SHEETING NAILED TO 76X50 TIMBER PURLINS @ 915 CCS MAX NAILED TO 114X50 NAILPLATE TIMBER TRUSSES FIXED @ 1200 CCS MAX CAST INTO BRICKWORK IBR SHEETING NAILED TO 76X50 TIMBER PURLINS @ 915 CCS MAX NAILED TO 228X50 TIMBER TRUSSES FIXED @ 1350 CCS MAX CAST INTO BRICKWORK 30MM SAND CEMENT SCREED ON 120 STEEL FLOATED REINFORCED CONC FLOOR SLAB ON 280 MICRON DPC ON EARTH FILL COMPACTED TO SUIT 8mm GYPSUM CEILING NAILED TO 38x38 TIMBER BRANDERS FIXED @ 400 CCS MAX TO UNDERSIDE OF ROOF TRUSSES R.C. LINTEL 230x690 CONCRETE STRIP FOUNDATION WITH NO LESS THAN 450 BELOW FGL. 115 NON-BEARING INTERNAL WALLS WITH BRICKFORCE REINFORCING ON RC SLAB THICKENED BELOW WALL TO SUIT 230x690 CONCRETE STRIP FOUNDATION WITH NO LESS THAN 450 BELOW FGL. 230 LOADBEARING BRICKWALL STRENGTHENED WITH BRICKFORCE WITH EXTERIOR FACEBRICK FINISH + INTERNAL PLASTERED STOCKBRICK FINISH CORRUGATED IRON ROOF SHEETIN NAILED TO 76x50 PURLINS FIXED @ 750 CCS MIN TO 114x38 TRUSSES 300X50 LAMINATED TIMBER BEAM CUSTOM BUILT TIMBER SLIDING DOORS AND FRAMES BUILT IN TIMBER CUPBOARDS CONC PLUG CLOSING CHIMNEY FLUE FIRE PLACE LINED WITH FIRE BRICK STANDARD VENTS MIN 3 BRICK COURSES ABOVE ALL DOORS AND WINDOWS GALVANISED STEEL RIDGE CAP            
  • 3.
    PROJECT: DRAWING: SCALE: DRAWINGNUMBER: AUTHOR:CLIENT: PLOT:    CLIENT ADDRESS: SIGNED:   GRANT HEPBURN DESIGNS  DATE:NOTES:            
  • 4.
    PROJECT: DRAWING: SCALE: DRAWINGNUMBER: AUTHOR:CLIENT: PLOT:    CLIENT ADDRESS: SIGNED:   GRANT HEPBURN DESIGNS  DATE:NOTES:     40000 40000 3000 3000 3000 3000 3000 40000 3000 40000 30003000 10248400025752           5000 2500    IC 1 IC 2 3250 4500 3485 AREAS SITE AREA: -1600 m² PROPOSED BUILDING: -219.12 m² BUILDING COVERAGE: -13.7 % *A 3m SETBACK HAS BEEN MAINTAINED FROM ALL BOUNDARIES WASTE WATER ALL WASTE WATER PIPES TO CONSIST OF 11O uPVC PIPING @ MIN 1:40 GRADIENT. 2.5m X 1.5m x 1.6m SCEPTIC TANK 6m X 1m X 1.6m SOAKAWAY (french drain)         BOUNDARIES ALL SITE BOUNDARIES WILL CONSIST OF 1.5m HIGH DIAMOND MESH FENCE WITH 100mm GALVANISED STEEL POSTS @ CCS TO SUIT    