APPL I EDDESI GNI V PROJ ECTONE THABI SO J OYI SA 21226275
LEGEND
1ENTRANCE 2WAI TI NGAREA 3L OUNGE 4DI NI NG 5STAI RS 6BEDROOMS 7KI TCHEN
5STAI RS 6 BEDROOMS 9BATHENSUI TE AL ANDCAPED AREA BPARKI NG
S UNS T UDY S UMME RSS UN F ROM4AMT O18PM
S UNS T UDY WI NT E RS UN F ROM7AMT O17PM
B U L WE RRO A D
WA L K WA Y S
WA L K WA Y S
E X I S I T I N GRO A D
E X I S I T I N GRO A D
WA L K WA Y S
WA L K WA Y S B I C Y C L ET RA C K
B U L WE RRO A D
L E GE N D V E GI T A T I O N. GRE E NP L A N T S A N DT RE E S
D E S GNO P E N I N GUPT O E X I S T I N GP A RK
I N F RO MA LT RA D I N GL O C A L B US S I N E S
O P E NI N E RN A L S P A C ET HA TA L L OWS P E O P L ET OI N T E RA C T WI T HE A C HO T HE R E A S YE X C E S SI NA N D O UTO FT HED E S I GN V E GI T A T I O NA L L OWS I N T E RA C T I O N
E A S YE X C E S SI NA N D O UTO FT HED E S I GN
I N T E RN A LT RA D I N G P O P UP S
O P E NB UP L CS P A C ET HA TA L L OWSI N F RO MA LT RA D I N G F O RL O C A LP O E P L E
1
4 2
1 2
6
3
3
5
5 4
pr ec as tc onc r et e l i nt ol al l umi ni um wi ndows
pr ec as tc onc r et e l i nt ol
par apett opi ng s c r eed pl as t er
al l umi ni um wi ndows mas onr yf ac ebr i c k
r ei nf r oc edc onc r et e c ol umnbey ond
c as ti r onf ul bor eout l et wat er pr of i ng i mpr egnat ed s of t boar d
westel evat i ondayr ender
c onc r et ebeam i nt er nal br i c kc i l l mos onr ybr i c kex t er nal wi ndowc i l l
i nt er nal br i c kc i l l pr ec as tc onc r et el i nt ol pr ec as tc onc r et e c l addi ng
pr ec as tc onc r et e c l addi ng hoopi r onwel ded gr i pl oc k er pv cr ai nwat er downpi pe
westel evat i onni ghtr ender
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10 9
G.st ai r s H.l i f t 1.abl ut i ons manandf emal e 2.of f i cespace 3.ki t chenandl ounge 4.boar dr oom 5.t r ai ni ngcent er 6.communi t yhal l 7.ki dspl ayar ea 8.communalki t chen 9.sl eepi ngr oom 10.daycar ecent er 1 1. cover dwal kways
7
2 3
2
2
8
H G 6 5
2 1
1 1
4
4
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A
Derbigum waterproofing membrane layer applied to sloped screed on precast concrete cladding unit.
1000mm high concrete reinforced parapet wall to comply with sans 10400 part M
+13000
+13000
500 depth x 200 mm thick reinforced concrete waffle slab as per engineers specification 4000 x 2800 mm high Aluminium windows, with no opening section
33mm thick concrete screed layer on 200 mm thick reinforced concrete slab.by specailist D-03
+10000
Derbigum waterproofing membrane layer applied to sloped screed on precast concrete cladding unit.
2900 x 4000 mm high purpose made precast concrete cladding unit with windows and door opening. +10000
30 mm thick x 600 x 600 lamdaboard fibra glass tissue boards laid on pre-painted exposed tee suspension system including galvanised mian tee, cross tee, hold-down clips. wedges, reinforced spines, ect all suspended with galvanised hangers at centre not exceeding 1200mm. suspended ceiling to have a recesed profille GMS white shadow cornice.
D-02
110mm thick interior partition wall consisting of 100 x 50mm SA pine timber members nailed together to form the framework with 102mm thick isover 'Cavitybatt' glass wool wall insulation between the timber members , 12.5 mm thick Gyproc Rhinoboard nailed to patition wall with skimmed finish +7000
500 depth x 200 mm thick reinforced concrete waffle slab as per engineers specification
+7000
2900 x 4000 mm high purpose made precast concrete cladding unit with windows and door opening. 35mm thick screed layer on 200mm thick reinforced concrete slab. angieers recommendations
D-01
33mm thick concrete screed layer on 200 mm thick reinforced concrete slab.by specailist
timber staircase to be. 250 mm tread 175 mm riser by specialist
+4000
+10000
+4000
Reinforced concrete caisson foundation. all foundations to be build above solid ground as per engineers specification
+13000
Reinforced concrete caisson foundation. all foundations to be build above solid ground as per engineers specification
A
D-04
Section B-B
110mm thick interior partition wall consisting of 100 x 50mm SA pine timber members nailed together to form the framework with 102mm thick isover 'Cavitybatt' glass wool wall insulation between the timber members , 12.5 mm thick Gyproc Rhinoboard nailed to patition wall with skimmed finish
Scale 1: 100
+7000
2900 x 4000 mm high purpose made precast concrete cladding unit with windows and door opening.
2900 x 4000 mm high purpose made precast concrete cladding unit with windows and door opening.
50mm thick Plywood (dry) board to be nailed to cc by means of 80mm Ă˜x50mm(L)M8 boilt stainless steel section painted and treated
35mm thick screed layer on 200mm thick reinforced concrete slab. angieers recommendations 500 depth x 200 mm thick reinforced concrete waffle slab as per engineers specification
+4000
Reinforced concrete caisson foundation. all foundations to be build above solid ground as per engineers specification
D1 Scale 1: 25 35mm thick screed layer on 200mm thick reinforced concrete slab. angieers recommendations
4000 x 2800 mm high Aluminium windows, with no opening section
Scale 1: 50
30 mm thick x 600 x 600 lamdaboard fibra glass tissue boards laid on pre-painted exposed tee suspension system including galvanised mian tee, cross tee, hold-down clips. wedges, reinforced spines, ect all suspended with galvanised hangers at centre not exceeding 1200mm. suspended ceiling to have a recesed profille GMS white shadow cornice.
110mm thick interior partition wall consisting of 100 x 50mm SA pine timber members nailed together to form the framework with 102mm thick isover 'Cavitybatt' glass wool wall insulation between the timber members , 12.5 mm thick Gyproc Rhinoboard nailed to patition wall with skimmed finish
GSEducationalVersion GSPublisherEngine 74.0.1.100
D4
D3
D2
Scale 1: 25
Scale 1: 25
3.30 m
NOTES
59 789m BOU NDA RY LINE 3.90 m
642000
3,05 m BUIL DING LINE
EXISTING GARDEN SHED
ER G YARD
AREA
EXIS TING GRA SSE D VER GE
A R T M E N T IL S N E W . RE : 742 326 EE COMP A Y CL E N E W T H R K R A F E R T O D E TW L :7 4 1 7 2 6 AN N E W .G U L NE EXISTING PLANTER 6 0 IL : S E P T IC T 1 L 1 L : 600 H A M F NEW D IPE P C . .V MH 2 1 ER P N E W M H 742 326 MET A 2 : I H M D N E W 742 326 00 CL : :7 4 1 7 1 4 N E W 1 CL IL 9 2 0 1 7 6 1 4 :7 : IL D : 617 D
NEW SW CHANNEL O R P IP E T P S E W E @ 1 :6 0 N 0Ø PVCS N E W . 1 0 E R C O N N E C T IO W M A IN S E FALL
EXISTING DRIVEWAY EX. GAT E
NEW
E X IS T IN
IPE
7,62m BUILDING LINE
NEW SW SUMP
EX. RE
USE
EX. RE
EX. MH
ED G COVER N I T S I X E T AINMEN ENTERT
CE
G STORM E X IS T IN A K P IT SO WATER
AY
E X IS T IN
EXISTING DRIVEWAY
GDOUBL EXISTIN GARAGE
RANN
Y
STORM
G GRASS
ED AREA
INE O
SCALE 1:200
G E X IS T IN
SOAKAW
RO NEW
T ORM WA NEW ST S O A K P IT
AY
ER
AKAWAY 7 ,6 2 m B
U IL D IN G
L IN E
7,62m BUILDING LINE
NEW 500 LIT WATER STORAGE TANK
7 ,6 2
NEW EVAPO TRANSPIRATION AREA TO ENGINNERS DETAIL
mB
UILD
ING
U IL D IN G
SITE AREA 4055.35m2
SCHEDULE OF AREAS
EX. MH
LOT 146 NO. 2 MINERVA ROAD WEST RIDING
SITEPLAN
7 ,6 2 m B
VER
EX. S E P T IC TANK
WATER
E
FL ROO
LOT 147 EXISTING ADJACENT PROPERTY
OF AREA RNAL INTE RATION ER A L T E OF LINE OV
EX. MH
NEW EVAPO TRANSPIRATION AREA TO ENGINNERS DETAIL 67.2 05m BOU NDA RY LIN E
NEW HEN KITC
G TING S I X E FLAT
NEW SAOKPIT - TO ENGINEERS DETAIL
NEW SO
0.00 m
WATER
NEW
G PATHW
G E X IS T IN S O A K P IT
G STORM E X IS T IN S O A K P IT
638000
NEW OPEN STORMWATER CHANNEL TO ENGINEER'S DETAIL
SW P
ENTRAN
NEW D COVERE P A T IO
EX. MH
EY
EXISTING STACK BLOCK RETAINING WALL
8 ,7 6 0
F AREA O L N INTER A ON TI A R ALTE
MAIN HO
TYARD
NEW OPEN STORMWATER CHANNEL TO ENGINEER'S DETAIL
G EXISTIN
EXISTING STACK BLOCK RETAINING WALL
E X .G U L L
NEW D COVERE SINK
G COUR
TER
7,62m BUILDING LINE
EX. Y LAUNDR E X IS T IN
640000
E X IS T IN
640000
EX. WC
G PLAN
G PLANT
ER
E X IS T IN
BLOCK G STACK IN T IS X E G WALL R E T A IN IN
G PLANT
55 720m BOUNDARY LINE
E X IS T IN
E X IS T IN
3,05m BUILDING LINE
EXISTING POOL
EXISTING COVERED AREA
3,05m BUILDING LINE
67.20 5m BOU NDA RY LINE
3,05 m BUIL DING LINE
PERMITTED COVERAGE
( 30%)
:
1216.6 m2
EXISTING COVERAGE
( 10.50 %)
:
426 m2
NEW PROPOSED ENTERTAINMENT COVERAGE
:
26 m2
GRANNY FLAT ADDITIONAL COVERAGE
:
14 m2
NEW PROPOSED COVERAGE
:
40 m2
TOTAL COVERAGE
:
466 m2
(11.4 %)
COVERAGE IN HAND
(18.5%)
:
750.6 m2
PERMITTED FAR
(0.35)
:
1419.4 m2
EXISTING HOUSE FAR
(0.08)
:
311 m2
:
73 m2
GRANNY FLAT EXISTING FAR
:
52 m
2
NEW GRANNY FLAT FAR
:
27 m2
(0.09) :
79 m2
NEW HOUSE FAR
NEW PRESSURE ACTIVATED IN LINE WATER PUMP- BY SPECAILIST
NEW TOTAL FAR FAR IN HAND
LOCATE EXISITNG INCOMING WATER SUPPLY -CUT SUPPLY AND CONNECT NEW 5000L WATER STORAGE TANK WITH FLOAT VALVE. CONNECT WATER MAIN FROM NEW TANK TO NEW PRESSURE SENSITIVE PUMP- TO SUPPLY HOSUE ALL TO BE BY SPECIALIST 0.30 m
(0.33)
:
1370.4 m2
REV.
DATE
DESCRIPTION
INITIAL
DATE OF ISSUE DATUM VAN UITREKING PROJECT TITLE
PROPOSED ALTERATIONS & ADDITIONS TO EXIST. RESIDENCE ON PORTION 2 OF 146 WESTRIDING AT 2 MINERVA ROAD HILLCREST- FOR MR K. HIGGINS DRAWING TITLE
WORKING DRAWING SITE PLAN OWNERS SIGNATURE
AUTHORS SIGNATURE
L IN E
LINE
EX
RASSE IS T IN G G
D VERG
E
ARCHITECTURAL DRAFTING SERVICES
30 HILLBROW ROAD : KLOOF 3610 : KWAZULU NATAL : SOUTH AFRICA TELEPHONE / FAX : (031) 767 0478 :
BOU
NDA
RY
LIN
E 10
770
BO 57 860m
UNDARY
E X IS T IN
G OPEN
ATER C STORMW
HANNEL
D R A IN
MEMBERS : M A PATERSON (Pr S Arch T) : KZ-NIA (Affiliate) PROJECT No /PROJEK No
DRAWING No / TEKENING No.
2168 EXIST ING GRAS SED VERG E
0.00 m
CELLPHONE 082 4856 017
e - MAIL - admin@mikepatersonassoc.co.za : Prof. Reg. No STO 298
L IN E
m
CC REG. No 2003/064051/23
SCALE/SKAAL
1:200
100 DATE/DATUM
08-08-2017
DRAWN/GETEKEN
T.K.J
NOTES
G POOL
7 ,5 m B U IL
D IN G L IN
E
E-E
E X IS T IN
314,454,183
3 m B U IL
EX. SW SUMP
EX. RWDP
EX. RWDP
EX. RWDP
EX. ROOF LINE OVER EX. ROOF LINE OVER
EX. RWDP
NEW. RWDP
115
2,928
230
D25
EX. GULLY
6,165
230
FORMAL LOUNGE AREA 27.66 m2 NEW VINYL FLOOR
EXISTING GARAGE DOORS REMOVED, BRICK UP EXISTING OPENINGS AND BUILD IN NEW WINDOW
1,500
D23
NEW. SW SUMP
D31
ENTRANCE
MASTER BEDROOM AREA 18.16 m2 NEW VINYL FLOOR
NE OVER
D37
2,80 0 EX. G U LL Y
EX. PLANTER
D36
EX. RWDP
23 0 EX. ROOF
EX. RWDP REMOVE EXISTING. THRESHOLS CILL BRICK- UP EXISTING. OPENING MAKE GOOD TO MATCH EXISITNG
PARTIALLY DEMOLISH EXISTING WALL REMOVE EXISTING WINDOWS SHOWN AS DOTTED MAKE GOOD TO RECEIVE NEW TIMBER COTTAGE PANE DOUBLE DOORS MAKE GOOD TO MATCH
L IN E O V E R
EX. SHWR
W19
NEW RWDP
BUILD IN NEW TIMBER MAKE GOOD TO MATCH EXISTING
W28
IPE
FAL
L@
1 :6 0
D WP SW/ VC ØP 100
1,23 0
EX.
BUILD NEW 115 MM BRICK WALL AS SHOWN -FOUNDATIONS TO ENGINEERS DETAILS
4 ,2 70
GE NEW LOUN 2 3m A R E A 2 0 .0 L Y N E W V IN FLOOR
NEW 230 THICK BRICKWALL
23 0
EX. ROOF
NEW RWDP
NEW. SW SUMP
23 0
W25
DEMOLISH EXIST. GABLE WALL & WINDOWS AND MAKE GOOD TO MATCH EXISTING
DEMOLISH EXIST. WALL AS SHOWN DOTTED
EXISTING STORM WATER SOAKPIT
B
DEMOLISH EXISTING WALL AS SHOWN DOTTED. MAKE GOOD TO FLOOR AND CEILING
B
EXISTING STORM WATER SOAKPIT
3,04 0
OOM NEW BEDR 2 2m A R E A 1 6 .3 L O O R LF Y N E W V IN
SUPPORT EXISTING ROOF TRUSSES & RAFTERS - REMOVE EXSITNG TIMBER WINDOWS FOR RE USE AND DEMOLISH EXISTING BRICKWORK. INSTALL NEW STEEL COLUMN WITH FOUNDATION & STEEL BEAM OVER AS SHOWN BOXED IN WITH DETAIL . ALL STEELWORK AND FOUNDATIONS TO ENGINEERS DETAILS
EX. ROOF LINE OVER
115
115
W24
EXISTING GRASSED AREA
D08
IN E O V E R
A RAISE EXIST WINDOWS HEADSTO SUIT NEW FLOOR LEVEL
N E W B .I.C
CAST NEW CONCRETE ON TOP OF EXISTING SURFACE BED TO RAISE NEW FLOOR UP TO LEVEL WITH THE EXISTING BEDROOM FLOORS- MAKE GOOD TO MATCH EXIST.
EX. GULLY 15mm RWDP TO EX. SUMP
SAGE E X IS T . P A S 2 m A R E A 4 .8 3 L O O R LF Y N E W V IN
8,76 0
HEN NEW KITC 2 7m A R E A 1 4 .8 L O O R LF N E W V IN Y
W19
EX. RWDP
EX . R E
EX.MH 2
BUILD IN NEW TIMBER WINDOW MAKE GOOD TO MATCH EXISTING
BUILD IN NEW TIMBER WINDOW MAKE GOOD TO MATCH EXISTING
E X IS T . W C m2 A R E A 5 .1 4 IC M NEW CERA FLOOR
ROOM E X IS T . B E D 2 m A R E A 7 .9 4 L O O R LF N E W V IN Y
NEW. SW SUMP
EXISTING PATIO ENCLOSED AREA 11.46 m2 CERAMIC FLOOR
BUILD IN NEW TIMBER WINDOW MAKE GOOD TO MATCH EXISTING
23 0
3,80 0
EX. RWDP
CAST NEW CONCRETE ON TOP OF EXISTING SURFACEBED TO RAISE NEW FLOOR UP TO LEVEL WIHT THE EXISTING BEDROOM FLOORS MAKE GOOD TO MATCH EXISTING
6,274
9 ,0 90
EX . R E
115
6,044
230
1,80 0
115
1,00 0
969
E X . R O O F LI
EX.BEDROOM AREA 13.29 m2 NEW VINYL FLOOR
115
387
4,232
457
EXISTING STORM WATER SOAKPIT
EX ROOF L
230
PIPE
E X . B .I.C
EX. ROOF LINE OVER
REMOVE EXISTING BUILT IN CUPBOARDS SIDE WALL AND MAKE GOOD TO MATCH WALLS, CEILING AND FLOORS TO MATCH EXISTING
EX. ROOF LINE OVER
REMOVE EXISTING.WINDOW & DOOR BREAK OPENING LARGER & BUILD IN NEW DOOR & SIDELIGHTS AND MAKE GOOD TO MATCH EXISTING
W /W
1 ,0 00
EXISTING DRIVEWAY
EXISTING WINDOW TO BE REMOVED BRICK UP TO MAKE GOOD MATCH
VC S
NEW B.I.C
DEMOLISH EXISTING WALL AS SHOWN DOTTED. MAKE GOOD TO FLOOR AND CEILING
BEDROOM 1 AREA 15.98 m2 NEW VINYL FLOOR
EXISTING BAY WINDOW
C
NEW 10mm FLAT SHEET CLEAR MULTIWALL POLYCARBONATE ROOFING JOINED AT EDGE ALUMUNIUM 'H' SECTION CHANNEL -FIXED TP CENTERESFIXED TO EXISTING BRICK WALL AND 230 x 75 PERIMETER BEARER JOISTS AS SHOWN TOPS OF ALL TIMBER JOISTS TO BE FLUSH ALL JOISTS TO BEARER JOISTS AND WALLSWITH 50 x 50mm GAVL. M.S ANGLES WITH No.4 OFF 100mm HILTI FASTERNERS PER BRACKET AND FIXED TO ADJACENT TIMBER WITH 50 x 50mm GALVL. M.S ANGLES WITH No.4 OFF 50 x 8mm SCREW IN COACH BOLTS ROOF PITCH 1,50
EX B.I.C
NEW 115 THICK INTERNAL BRICKWALL MAKE GOOD TO MATCH EXISTING
REMOVE EXISTING DOOR BRICK UP AND MAKE GOOD TO MATCH EXISTING
NEW COTTAGE PANEGLAZED PANEL SLIDING - FOLDING DOORS. AS PER SCHEDULE
PASSAGE AREA 17.07m2 NEW VINYL FLOOR
00Ø P
3,03 0
PARTIALLY DEMOLISH EXISTING COSMETIC BRICK UP UPSTAND PLINTH. BREAK OPEN NEW OPENING AND INSTALL NEW SLIDING DOOR WITH SIDELIGHT. MAKE GOOD TO MATCH EXISTING
EP &R NG PSUM I L I E GY GC TIN EED XIS LSTER E OVE PA REM H NEW WIT ILING CE
REMOVE EXIST DOOR & FRAME, DEMOLISH EXIST BRICKWORK SHOWN DOTTED AND MAKE GOOD TO MATCH EXIST. FABRICATE AND BUILD IN NEW DOOR AND SIDELIGHT AS SHOWN
W27
NEW. 100Ø PVCSP SEWER PIPE TO MAIN SEWER CONNECTION @0.15FALL
NEW ROO
FFL 642356. F LI N E O V E R D34
CAST IN NEW 100 THICK -25Mpa CONCRETE SURFACE BE -REINFORCED WITH 193 WELDMESH REINFORCING CONCRETE LAID ON UBS GREEN 170 DAMPROOF SHEETING ON WELL COMPAVTED- ANTI POISIONED (SABS APPROVED) SUB LAYER
ARE
W18
BUILD IN NEW TIMBER WINDOW-BRICKWORK TO MATCH EXISITNG HOUSE BRICKWORK
230
E
NEW ENTERTAINMENT AREA AREA 24.91 m2 CERAMIC FLOOR
1,500
S W /W P IP
NEW TRELLIDOR WITH FIXED SECURITY SECTION ABOVE DOOR HIGHT
NEW B.I.C
621
PVC EX. 100Ø
: 742 326 :741 726 : 600
230
NEW. RE
CL IL D
DEMOLISH EXISTING WALL AS SHOWN DOTTED. MAKE GOOD TO FLOOR AND CEILING
EX. ROOF LINE OVER
1,880
1,995 REMOVE EXISTING ROOL UP DOOR BUILD IN NEW TIMBER WINDOW MAKE GOOD TO MATCH EXISTING
EX. DRESSING AREA 13.83 m2 NEW VINYL FLOOR
EX B.I.C
DEMOLISH EXISTING WALL AS SHOWN DOTTED. MAKE GOOD TO FLOOR AND CEILING
NEW. RE NEW. 100Ø PVCSP SEWER PIPE TO MAIN SEWER CONNECTION @1 :60 FALL
EX. BATH AREA 4.47 m2 NEW CERAMIC TILES
1,610
1,153
F
EX. BATH NEW CERAMIC TILES
EX. WC NEW CERAMIC TILES
EX. SCULLERY NEW CERAMIC TILES
W26
1,791
NEW. SW SUMP
427
W17
4,837
1,070
35 1,000 35
INLET
OUTLET
115
3,088
DEMOLISH EXISTING WALL AS SHOWN DOTTED. MAKE GOOD TO FLOOR AND CEILING
3,567
W18
35
NEW SEPTIC TANK REFER TO DETAIL 1,018 35 1,053 2,140
NEW. GULLY
W16
EX. RWDP
400
NEW MH 2
NEW MH1 CL : 742 326 :741 714 IL : 612 D NEW MH 1
REMOVE DOOR AND FRAME AND MAKE GOOD
NEW KITCHEN AREA 28.77 m2 NEW VINYL FLOOR
REMOVE EXIST. WINDOW, BREAK OPEN NEW CATTAGE PANE OPENING AND INSTALL NEW FOLDING GLAZED DOORS. MAKE GOOD TO MATCH EXISTING. 230
NEW MH2 CL : 742 326 :741 709 IL D : 617
230
NEW SEPTIC TANK 2 COMPARTMENTS BY LG GREEN PRODUCT CODE S101 ALL TO ENGINEERS DETAILS
EX. GULLY
115
D19
2,110 FFL 742476
NEW WC AREA 3.74 m2 NEW CERAMIC TILES
EX.MH 1
3,100
115
2,200
115
2,815
8,345
EX. 1
DEMOLISH EXISTING 115MM BRICK WALL SHOWN DOTTED MAKE GOOD TO MATCH EXISTING
REMOVE EXIST. TIMBER WINDO, BREAK AWAY BRICKWORK FROM CILL TO FLOOR LEVEL. INSTALL NEW SLIDING FOLDING COTTAGE PANE TIMBER SLIDING FOLDING DOORS MAKE GOOD TO MATCH EXISTING
329
115
NEW SINK
EX. RE
EX. RWDP
4,165
5,280
NEW MAIDS ROOM AREA 20.48 m2 NEW CEREMIC TILES
EX. STUDY AREA 14.23 m2 NEW VINYL FLOOR
CAREFULL REMOVE EXISTING TOILETS AND REPLACE WITH NEW MAKE GOOD TO MATCH EXISTING
2,947
NEW COVERD WASHING SINK
D18
2,825 NEW 115 THICK INTERNAL BRICKWALL TO MATCH EXISTING
G SHED
E
NEW TIMBER DOOR WITH WINDOW MAKE GOOS TO MATCH EXISTING
230
EX. TV LOUNGE AREA 33.63 m2 NEW VINYL FLOOR
1,906
NEW 230 MM BRICK WALL TOP MATCH EXISTING
NEW SINK
NEW DINING/BREAKFAST BAR AREA AREA 19.25 m2 NEW VINYL FLOOR
NEW 6,6mm GYPSUM CEILING OVER
EXISTING COURTYARD
REMOVE EXISTING ROOF LEAN TOO ROOF & CONSTRUCT NEW 22 MM SHUTTERPLY BOARD OF 150 X 50 MM TIMBER JOIST SPACED AT 610 c/c WATERPROOF WITH DERBIGUM WATEROPROOFING MEMBRANE
E X IS T IN
EX. 100Ø WAS TE PIPE TO MAIN SEW ER CON NEC TION
EX. RWDP
DEMOLISH EXISTING WALL SHOWN DOTTED MAKE GOOD TO MATCH EXSITNG
A
EX. ROOF LINE OVER
NEW. GULLY
EX. WC A 2.89 m2 SCREED
D
C
EX. SW SUMP
REMOVE DOOR AND FRAME AND MAKE GOOD
115
EX. 100Ø PVC SW/W PIPE
7,410
230
757
1,096
2,612
1,700
230
2,928
230
/W PI PE
EX. LAUNDRY ROOM AREA 4.1 m2 CERAMIC TILES -(TO REMAIN)
EX. ROOF LINE OVER
EX . 10 0Ø PV C SW
6,395
8,382 4,994
IN E
EX. ROOF LINE OVER
EXISTING YARD AREA
230
D IN G L
W15
L IN E O V E R 3,35 4
23 0
BUILD NEW GABLE WALL & WINDOW AND MAKE GOOD TO MATCH EXISTING
67 6
115 D16
4,48 5 CAST -IRON MANHOLE COVER DOUBLE SEAL EX. MH3
COVER SLAB OUTLET
T-PIECE FLOOR SLAB
NEW RWDP 35
1,018
35
1,018
34 5
30 0
NEW ROOF
34 5
1,070
1,000
EX. ST
DESCRIPTION
INITIAL
NEW 230 x 230 BRICK COLUMN PLASTERED & PAINTED TO MATCH EXISTING
CONSTRUCTION OF ROOF OVER COLOUR COATED IBR PROFILED 0,5mm THICK METAL SHEETING AND OPAL 10 POLYCARBONATE SHEETING ON 230 x 50 PAR S.A. PINE TIMBER JOISTS SPACED AT AMX. 900 mm CENTRES-ALL LAID FUSH ON TOP. JOIST FIXED WITH 50 x 50 x 40mm GALVANISED M.S . ANGLE BRACKETS -SCREWED INTO TIMBER JOISTS WITH No.3 SCREWS PER ANGLE LEG WITH 6 x 50MM GALVANISED EASYDRIVE COACH SCREWS
PROJECT TITLE
PROPOSED ALTERATIONS & ADDITIONS TO EXIST. RESIDENCE ON PORTION 2 OF 146 WESTRIDING AT 2 MINERVA ROAD HILLCREST- FOR MR K. HIGGINS
DRAWING TITLE
WORKING DRAWING GROUND STOREY PLAN
35
E-E
INLET
OUTLET
35
NEW. SW SUMP
L IN E O V E R
DATE
DATE OF ISSUE DATUM VAN UITREKING
35
2,140
LOT 146 NO. 2 MINERVA ROAD WEST RIDING
REV.
940 940
INLET
N E W P A T IO IC M NEW CERA T IL E S
2,70 0
35
EXISTING DOUBLE GARAGE
9,09 0
23 0
980
8,41 4
35
1,018
35
1,053
OWNERS SIGNATURE
AUTHORS SIGNATURE
2,140 EX. ROOF LINE OVER
GROUNDSTORYPLAN
N E W . 10
SEPTIC TANK BY LG GREEN
S C A L E 1:50
S C A L E 1:100
0Ø P V C S W /W P IP @1 E FALL
CC REG. No 2003/064051/23
30 HILLBROW ROAD : KLOOF 3610 : KWAZULU NATAL : SOUTH AFRICA TELEPHONE / FAX : (031) 767 0478 :
CELLPHONE 082 4856 017
:6 0
EX.MH4
ARCHITECTURAL DRAFTING SERVICES
e - MAIL - admin@mikepatersonassoc.co.za : Prof. Reg. No STO 298
EXISTING SOAKAWAY
EX . 10 0Ø W AS TE
PI PE TO MA IN SE
W ER CO NN EC TI
ON
MEMBERS : M A PATERSON (Pr S Arch T) : KZ-NIA (Affiliate) PROJECT No /PROJEK No
DRAWING No / TEKENING No.
2168 NEW SOAKAWAY
SCALE/SKAAL
1:50
101 DATE/DATUM
08-08-2017
DRAWN/GETEKEN
T.K.J
NOTES
NOTES
EX. ROOF TO REMAIN AS IS EX. ROOF TO REMAIN AS IS
EX. CHIMNEY EX. BOUNDARY WALL
EX. BOUNDARY WALL EX. ROOF TO REMAIN AS IS
EX. ROOF TO REMAIN AS IS
EX. ROOF REMOVE EXISTING ROOF LEAN TOO ROOF & CONSTRUCT NEW 22 MM SHUTTERPLY BOARD OF 150 X 50 MM TIMBER JOIST SPACED AT 610 c/c WATERPROOF WITH DERBIGUM WATEROPROOFING MEMBRANE
50 DIAMETER VENT PIPE TO PROTRUDE THROUGH THE THE ROOF BY 500mm
EXISTING GARAGE DOORS REMOVED, BRICK UP EXISTING OPENINGS AND ADD WINDOW
EX. DOOR & WINDOW HGT
EX. RWDP PANTED
NEW FRENCH WINDOW PAINTED WHITE TO MATCH EXISTING
PAINT EXISTING DOMESTIC GUTTER AND REPAIR WHERE NECCESSARY
EX. DOOR & WINDOW HGT EX. BAY WINDOW
EX. NGL
NEW MH 1
NEW MH1 CL : 742 326 :741 714 IL : 612 D
NEW MH2 CL : 742 326 :741 709 IL : 617 D
NEW GULLY NEW. 100Ø PVCSP SEWER PIPE TO MAIN SEWER CONNECTION @1 :60 FALL
EX. FFL NEW 10mm FLAT SHEET CLEAR MULTIWALL POLYCARBONATE 7ROOFING JOINED AT EDGE ALUMUNIUM 'H' SECTION CHANNEL -FIXED TP CENTERESFIXED TO EXISTING BRICK WALL AND 230 x 75 PERIMETER BEARER JOISTS AS SHOWN TOPS OF ALL TIMBER JOISTS TO BE FLUSH ALL JOISTS TO BEARER JOISTS AND WALLSWITH 50 x 50mm GAVL. M.S ANGLES WITH No.4 OFF 100mm HILTI FASTERNERS PER BRACKET AND FIXED TO ADJACENT TIMBER WITH 50 x 50mm GALVL. M.S ANGLES WITH No.4 OFF 50 x 8mm SCREW IN COACH BOLTS ROOF PITCH 1,50
NEW R.E
CL IL D
NEW 100 DIAMETER PVC RWDP
: 742 326 :741 726 : 600
EX. FFL
EAST ELEVATION
REMOVE EXISTING.WINDOW & DOOR BREAK OPENING LARGER & BUILD IN NEW DOOR & SIDELIGHTS AND MAKE GOOD TO MATCH EXISTING
EX. FFL
EX. RWDP BUILD IN NEW TIMBER WINDOW MAKE GOOD TO MATCH EXISTING
BUILD IN NEW TIMBER WINDOW MAKE GOOD TO MATCH EXISTING
RAISE EXIST WINDOWS HEADSTO SUIT NEW FLOOR LEVEL
EX. PLANTER NEW RWDP
EX. FFL
EX. ROOF
EXISTING ROOF TO REMAIN AS IS
EX. DOOR & WINDOW HGT
EX. ROOF
NEW SEPTIC TANK 2 COMPARTMENTS BY LG GREEN PRODUCT CODE S101 ALL TO ENGINEERS DETAILS NEW MH 2
EX. BOUNDARY WALL
DOTTED NEW 2279 X 2100 MM HIGH WOODEN DOOR TO USE PARLAMENT DOOR HINGES TO BE COTTAGE PANE TO MATCH EXISTING DOORS REFER TO DOOR SCHEDULE
EX. NGL
EX. FFL
EX. RWDP
EX. NGL
EXISTING WALL TO REMAIN
REMOVE EXISTING. THRESHOLS CILL BRICK- UP EXISTING. OPENING MAKE GOOD TO MATCH EXISITNG
NEW 2279 X 2100 MM HIGH WOODEN DOOR TO USE PARLAMENT DOOR HINGES TO BE COTTAGE PANE TO MATCH EXISTING DOORS REFER TO DOOR SCHEDULE
NEW TIMBER DOOR WITH WINDOW MAKE GOOS TO MATCH EXISTING NEW 230 MM BRICK WALL TOP MATCH EXISTING
EX. NGL
REMOVE EXISTING. THRESHOLS CILL BRICK- UP EXISTING. OPENING MAKE GOOD TO MATCH EXISITNG
NORTH ELEVATION SCALE 1:100
NEW COTTAGE PANEGLAZED PANEL SLIDING - FOLDING DOORS. AS PER SCHEDULE
SCALE 1:100
NEW MH 2 NEW SOAKAWAY 20,178
NEW. 100Ø PVCSP SEWER PIPE TO NEW SOALAWAY TO ENGINEERS DETAIL CONNECTION @1 :60 FALL
SEWER SECTION SCALE 1:100
EX. ROOF
EX. COSMETIC CHIMNEY
EX. COSMETIC CHIMNEY EX. ROOF EX. ROOF
EXISTING BARGE FLASHING
NEW 10mm FLAT SHEET CLEAR MULTIWALL POLYCARBONATE 7ROOFING JOINED AT EDGE ALUMUNIUM 'H' SECTION CHANNEL -FIXED TP CENTERESFIXED TO EXISTING BRICK WALL AND 230 x 75 PERIMETER BEARER JOISTS AS SHOWN TOPS OF ALL TIMBER JOISTS TO BE FLUSH ALL JOISTS TO BEARER JOISTS AND WALLSWITH 50 x 50mm GAVL. M.S ANGLES WITH No.4 OFF 100mm HILTI FASTERNERS PER BRACKET AND FIXED TO ADJACENT TIMBER WITH 50 x 50mm GALVL. M.S ANGLES WITH No.4 OFF 50 x 8mm SCREW IN COACH BOLTS ROOF PITCH 1,50
EX. BOUNDARY WALL EX. ROOF
EXISTING PVC RWDP
EX. DOOR HGT EX. BAY WINDOW
EXISTING WINDOW EXISTING WINDOW EX. NGL
EX. RWDP
EX. FFL EXISTING DOOR
EX. RWDP
EX. FFL
EX. NGL
EX. FFL
EX. NGL
NEW RWDP
EX. RWDP
EX. RWDP
NEW FRENCH WINDOWS WITH FIXED BOTTOM SASH PAINTED WHITE TO MATCH EXISTING EX. FFL
EX. NGL
EX. GULLY
WA ST EX . 10 0 DI AM ET ER EXISTING STORM WATER SOAKPIT
E PIP E
SOUTH ELEVATION
WEST ELEVATION
SCALE 1:100
SCALE 1:100
EX. ROOF CONSTRUCTION OF ROOF OVER COLOUR COATED IBR PROFILED 0,5mm THICK METAL SHEETING AND OPAL 10 POLYCARBONATE SHEETING ON 230 x 50 PAR S.A.A PINE TIMBER JOISTS SPACED AT AMX. 900 mm CENTRES-ALL LAID FUSH ON TOP. JOIST FIXED WITH 50 x 50 x 40mm GALVANISED M.S . ANGLE BRACKETS -SCREWED INTO TIMBER JOISTS WITH No.3 SCREWS PER ANGLE LEG WITH 6 x 50MM GALVANISED EASYDRIVE COACH SCREWS
EX. ROOF
NEW 230 x 230 BRICK COLUMN EX. DOOR & PLASTER ED & PAINTED TO WINDOW HGT MATCH EXISTING
BRICK UP NEW LARGER OPENING FOR NEW ENTRANCE DOOR WITH SIDELIGHTS & MAKE GOOD TO MATCH EXISTING NEW RWDP
NEW 100 DIAMETER PVC RWDP
NEW RWDP
BUILD NEW GABLE WALL & WINDOW AND MAKE GOOD TO MATCH EXISTING
CONSTRUCTION OF ROOF OVER COLOUR COATED IBR PROFILED 0,5mm THICK METAL SHEETING AND OPAL 10 POLYCARBONATE SHEETING ON 230 x 50 PAR S.A.A PINE TIMBER JOISTS SPACED AT AMX. 900 mm CENTRES-ALL LAID FUSH ON TOP. JOIST FIXED WITH 50 x 50 x 40mm GALVANISED M.S . ANGLE BRACKETS -SCREWED INTO TIMBER JOISTS WITH No.3 SCREWS PER ANGLE LEG WITH 6 x 50MM GALVANISED EASYDRIVE COACH SCREWS EX. DOOR HGT
REV.
INITIAL
PROJECT TITLE
NEW 100 DIAMETER PVC RWDP
NEW 230 MM THICK WALL MAKE GOOD TO MATCH EXISTING
DESCRIPTION
DATE OF ISSUE DATUM VAN UITREKING
NEW 230 x 230 BRICK COLUMN PLASTERED & PAINTED TO MATCH EXISTING EX. NGL
DATE
EX. RWDP
NEW. GULLY
PROPOSED ALTERATIONS & ADDITIONS TO EXIST. RESIDENCE ON PORTION 2 OF 146 WESTRIDING AT 2 MINERVA ROAD HILLCREST- FOR MR K. HIGGINS
EX. FFL
NEW 230MM THICK WALL MAKE GOOD TO MATCH EXISTING DRAWING TITLE
MAIN HOUSE ELEVATIONS AND GRANNY FLAT ELEVATIONS OWNERS SIGNATURE
CONSTRUCTION OF ROOF OVER COLOUR COATED IBR PROFILED 0,5mm THICK METAL SHEETING AND OPAL 10 POLYCARBONATE SHEETING ON 230 x 50 PAR S.A.A PINE TIMBER JOISTS SPACED AT AMX. 900 mm CENTRES-ALL LAID FUSH ON TOP. JOIST FIXED WITH 50 x 50 x 40mm GALVANISED M.S . ANGLE BRACKETS -SCREWED INTO TIMBER JOISTS WITH No.3 SCREWS PER ANGLE LEG WITH 6 x 50MM GALVANISED EASYDRIVE COACH SCREWS
EXISTING BARGE FLASHING EX. ROOF
EX. ROOF
EX. DOOR HGT EXISTING RWP
EXISTING WINDOWS
EX. DOOR HGT NEW 230 x 230 BRICK COLUMN PLASTER ED & PAINTED TO MATCH EXISTING
NEW 230MM THICK WALL MAKE GOOD TO MATCH EXISITNG EXISTING GULLY
EXISTING GULLY EX. NGL
BUILD IN NEW TIMBER MAKE GOOD TO MATCH EXISTING
EX. FFL BUILD NEW GABLE WALL & WINDOW AND MAKE GOOD TO MATCH EXISTING
NEW 100 DIAMETER PVC RWDP
AUTHORS SIGNATURE
ARCHITECTURAL DRAFTING SERVICES
CC REG. No 2003/064051/23
30 HILLBROW ROAD : KLOOF 3610 : KWAZULU NATAL : SOUTH AFRICA TELEPHONE / FAX : (031) 767 0478 :
CELLPHONE 082 4856 017
e - MAIL - admin@mikepatersonassoc.co.za : Prof. Reg. No STO 298 MEMBERS : M A PATERSON (Pr S Arch T) : KZ-NIA (Affiliate) PROJECT No /PROJEK No
DRAWING No / TEKENING No.
2168 SCALE/SKAAL
1:100
102 DATE/DATUM
08-08-2017
DRAWN/GETEKEN
T.K.J
NOTES
SUPPORT EXISTING ROOF TRUSSES & RAFTERS - REMOVE EXSITNG TIMBER WINDOWS FOR RE USE AND DEMOLISH EXISTING BRICKWORK. INSTALL NEW STEEL COLUMN WITH FOUNDATION & STEEL BEAM OVER AS SHOWN BOXED IN WITH DETAIL . ALL STEELWORK AND FOUNDATIONS TO ENGINEERS DETAILS
EX. BOUNDARY WALL
EX. CHIMNEY
EX. ROOF
EXISTING ROOF
NEW STRUCTURAL COLUMN SUPPORT FOR NEW "I" BEAM OVER - TO ENG. DETAILS
EXISTING ROOF TRUSS
REFER TO DETAIL 1 AND 3
NEW GUTTER AND RWDP
PARTIALLY DEMOLISH EXISTING COSMETIC BRICK UP UPSTAND PLINTH. BREAK OPEN NEW OPENING AND INSTALL NEW SLIDING DOOR WITH SIDELIGHT. MAKE GOOD TO MATCH EXISTING AS PER SCHEDULE EX. DOOR HGT
EXISTING RWDP
DOOR HEAD HEIGHT
NEW BEAM FLANGE TO BE POSITIONED SO THAT THE END OF THE FLANGE LINES UP WITH THE EDGE OF THE REMOVED WALL/PLATE
NEW LOUNGE
NEW ENTERTAINMENT AREA
EXISTING RAFTER EXISTING TIE BEAM
EX. TV LOUNGE
EXISTING WALL (REMOVED) & WALLPLATE SHOWN
EXISTING RAFTER
NEW BEDROOM
EX. BAY WINDOW
EXISTING PULINS
EXISTING MARSEILLES ROOF TILES
2,708
2,358
CAST NEW CONCRETE ON TOP OF EXISTING SURFACE BED TO RAISE NEW FLOOR UP TO BEDRROM FLOORS MAKE GOOD TO MATCH EXISTING
EXISTING MARSEILLES ROOF TILES
NEW 115 THICK NON-LOADBEARING BRICKWALL
CEILING HEIGHT
EX. FFL
EX. NGL
EXISTING FOUNDATION FFL 170
NEW REINFORED CONCRETE FOUNDATION TO ENGINEER'S DETAIL
EXISTING WALL (REMOVED) & WALLPLATE SHOWN
EXISTING CONCRETE FOUNDATION
NEW FOUNDATIONS TO NEW WALL TO ENGINEERS DETAILS
EXISTING BRICKWORK MADE GOOD AND PAINTED
NEW 100 DIA ME TER WA STE
EX. NGL NEW COTTAGE PANEGLAZED PANEL SLIDING - FOLDING DOORS. AS PER SCHEDULE CAST IN NEW 100 THICK -25Mpa CONCRETE SURFACE BE -REINFORCED WITH 193 WELDMESH REINFORCING CONCRETE LAID ON UBS GREEN 170 DAMPROOF SHEETING ON WELL COMPAVTED- ANTI POISIONED (SABS APPROVED) SUB LAYER
PIP E. FAL L 1:60
NEW SEPTIC TANK 2 COMPARTMENTS BY LG GREEN PRODUCT CODE S101 ALL TO ENGINEERS DETAILS
19 x 44mm SAPINE CLEATS FIXED TO STEEL - BOXING FIXED TO CLEATS WITH CHIPBOARD SCREWS....
EXISTING COVE CORNICE
EX. FFL
EX. RWDP
NEW 10mm FLAT SHEET CLEAR MULTIWALL POLYCARBONATE 7ROOFING JOINED AT EDGE ALUMUNIUM 'H' SECTION CHANNEL -FIXED TP CENTERESFIXED TO EXISTING BRICK WALL AND 230 x 75 PERIMETER BEARER JOISTS AS SHOWN TOPS OF ALL TIMBER JOISTS TO BE FLUSH ALL JOISTS TO BEARER JOISTS AND WALLSWITH 50 x 50mm GAVL. M.S ANGLES WITH No.4 OFF 100mm HILTI FASTERNERS PER BRACKET AND FIXED TO ADJACENT TIMBER WITH 50 x 50mm GALVL. M.S ANGLES WITH No.4 OFF 50 x 8mm SCREW IN COACH BOLTS ROOF PITCH 1,50
EX. GULLY
SUPPORT EXISTING ROOF AS PER ENGINEER'S INSTRUCTIONS. DEMOLISH ALL WALLS SHOWN DOTTED. EXCAVATE FOR FOUNDATIONS & CAST CONC. - ERECT NEW STEEL COLUMNS WITH SUPA-WOOD - TO DETAIL
EXISTING CEILING
EX. RWDP
NEW RWDP
6,4mm FLUSH PLASTERED GYPSUM CEILING BOARD FIT 75mm RHINO COVE CORNICE TO PAREMETERS. ALL LAID IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. LAY 100mm THICK AEROLITE INSULATION ABOVE CEILINGS
EXISTING PURLIN
BUILD NEW 115 MM BRICK WALL AS SHOWN -FOUNDATIONS TO ENGINEERS DETAILS EXISTING CONCRETE SLAB
2,327
NEW FRENCH WINDOW FITTED, VARNISHED AND PAINTED WHITE TO MATCH EXISTING
SECTION C-C SCALE 1:50
DETAIL 1
SECTION B-B
SCALE 1:20
SCALE 1:50
EXISTING ROOF TO REMAIN AS IS
EXISTING CEILING TO REMAIN NEW 1100 X 1180 H WINDOW TO MATCH THE EXISTING BUILT ON EXISTING GAD FILLED UP ON SIDES TO FIT THE ENCLOSED SPACE TO MATCH EXISTING
EXISTING HOUSE ROOF TO REMAIN AS IS DEMOLISH EXIST. WALL AS SHOWN DOTTED AND MAKE GOOD TO MATCH EXISTING 19 x 144mm SAPINE CLEATS FIXED TO STEEL - BOXING FIXED TO CLEATS WITH CHIPBOARD SCREWS - CLUNTER SUNK & FILLED
BUILD IN NEW TIMBER WINDOW MAKE GOOD TO MATCH EXISTING
NEW 250 x 250 STEEL 'H' BEAM OVER TO SUPPORT ROOF
NEW 250 x 250 STEEL 'H' BEAM OVER TO SUPPORT ROOF
EXISTING PATIO ENCLOSED
16mm SUPERWOOD BOXING DEMOLISH EXIST. WALL AS SHOWN DOTTED AND MAKE GOOD TO MATCH EXISTING
EXISTING ROOF TO REMAIN AS IS
EXISTING CEILING TO REMAIN
EX. RWDP
BUILD IN NEW RE USED WINDOWS N=MAKE GOOD TO MATCH EXISTING
EX. DOOR HGT
MASTER BEDROOM
250 x 250mm STEEL "H" BEAM
NEW 230 MM BRICK WALL TOP MATCH EXISTING
EX. DOOR HGT
PASSAGE
EX. W C NEW
EXISTING PATIO ENCLOSED NEW TIMBER DOOR WITH WINDOW
NEW 1100 X 1500 H WINDOW TO MATCH THE EXISTING BUILT ON EXISTING GAD FILLED UP ON SIDES TO FIT THE ENCLOSED SPACE MATCH EXISTING
EX. FFL
NEW 230MM THICK WALL TO FILL UP EXISTING OPENING REMOVE SILL BRICKWORK MAKE GOOD MATCH FAIRFACED EXISTING BRICKWORK
DEMOLISH EXIST. WALL FROM BELOW COUNTER LEVEL UP TO THE CEILING LEVEL. MAKE GOOD TO MATCH EXIST. COUNTER 19 x 144mm SAPINE CLEATS FIXED TO STEEL - BOXING FIXED TO CLEATS WITH CHIPBOARD SCREWS - CLUNTER SUNK & FILLED
DETAIL 3
CAST NEW CONCRETE ON TOP OF EXISTING SURFACEBED TO RAISE NEW FLOOR UP TO LEVEL WIHT THE EXISTING BEDROOM FLOORS MAKE GOOD TO MATCH EXISTING
SCALE 1:20
EX. FFL
EX. FFL
EX. NGL
NEW 1100 X 1500 H WINDOW TO MATCH THE EXISTING BUILT ON EXISTING GAD FILLED UP ON SIDES TO FIT THE ENCLOSED SPACE MATCH EXISTING
SUPPORT EXISTING ROOF TRUSSES & RAFTERS - REMOVE EXSITNG TIMBER WINDOWS FOR RE USE AND DEMOLISH EXISTING BRICKWORK. INSTALL NEW STEEL COLUMN WITH FOUNDATION & STEEL BEAM OVER AS SHOWN BOXED IN WITH DETAIL . ALL STEELWORK AND FOUNDATIONS TO ENGINEERS DETAILS
Refer To DETAIL 4
SECTION D-D SCALE 1:50
DETAIL 4 SCALE 1:20
EX. ROOF TO REMAIN AS IS
EX. ROOF TO REMAIN AS IS
EX. ROOF
NEW ROOF 22 MM THICK SHUTTERPLY @20 DERBIGUM CG4 ON TOP OF 115 X 38 RAFTERS TO FALL
REV.
DATE
DESCRIPTION
NEW FASCIA CONCRETE GUTTER MAKE GOOD TO MATCH EXSITNG
DATE OF ISSUE DATUM VAN UITREKING
NEW CONCRETE FASCIA BOARD MATCH EXISTING
PROJECT TITLE
DEMOLISHED WINDOW SHOWN AS DOTTED PAINT EXISTING DOMESTIC GUTTER AND REPAIR WHERE NECCESSARY
2,880
NEW WALL MAKE GOOD TO MATCH EXISTING
EXISTING DOOR PAINTED WHITE TO MATCH EXISTING
NEW COVERD WASHING SINK
INITIAL
PROPOSED ALTERATIONS & ADDITIONS TO EXIST. RESIDENCE ON PORTION 2 OF 146 WESTRIDING AT 2 MINERVA ROAD HILLCREST- FOR MR K. HIGGINS
DRAWING TITLE
EXISTING BRICKWALL PAINTED COLOUR AS PER CLIENT EXISTING WINDOW
WORKING DRAWING SECTIONS OWNERS SIGNATURE
EX. NGL
NEW GULLY
EXISTING GUTTER
EX. FFL
EXISTING DOOR
EX. FFL
EX. NGL
NEW FOUNDATIONS TO ENGINEERS DETAILS
EXISTING STORM WATER SOAKPIT
EX . 10 0 DI AM ET ER
WA ST E PIP E
NEW GULLY TO EXISTING CONNECTION NEW FOUNDATIONS TO ENGINEERS DETAILS
AUTHORS SIGNATURE
EXISTING PLANTER BRICKWALL ARCHITECTURAL DRAFTING SERVICES
NEW FOUNDATIONS TO ENGINEERS DETAILS
CC REG. No 2003/064051/23
30 HILLBROW ROAD : KLOOF 3610 : KWAZULU NATAL : SOUTH AFRICA TELEPHONE / FAX : (031) 767 0478 :
CELLPHONE 082 4856 017
e - MAIL - admin@mikepatersonassoc.co.za : Prof. Reg. No STO 298 MEMBERS : M A PATERSON (Pr S Arch T) : KZ-NIA (Affiliate)
SECTION E-E SCALE 1:50
PROJECT No /PROJEK No
DRAWING No / TEKENING No.
2168 SCALE/SKAAL
1:50
103 DATE/DATUM
08-08-2017
DRAWN/GETEKEN
T.K.J
220x150mm I beam column IPE factory coated and galvanized Mild steel,hot rolled bolted to base plate using M16 bolts in concrete stud column
steel anchor to be fixed to curtain wall vertical mullion member by means of adjustable bolts.Cavity within the anchor allows for movement and flexing Curtain wall anchor to be fixed to steel base plate 8mm thick safety low -E glass.
50mm thick Plywood(dry) board to be nailed to cc by means of 80mmĂ˜x50mm (L)M8 boilt stainless steel section painted and treated
G 0.6mm corner counter flashing factory coated and galvanized
0.6mm corner counter flashing factory coated and galvanized
0.6 mm IBR factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
A-A1
DETAIL 09 SCALE 1:20
SCALE 1:20
C
D
steel anchor to be fixed to curtain wall vertical mullion member by means of adjustable bolts.Cavity within the anchor allows for movement and flexing Curtain wall anchor to be fixed to steel base plate 8mm thick safety low -E glass.
Tiles
Resource Centre
Resource Centre
Tiles
Tiles
Galary Exhibition
Galary Exhibition
Tiimber floor
Tiimber floor
Mini-Book Library
Female ablutions
Male ablutions
F
D-08
G 0.6mm corner counter
DESCRIPTION:
2900 x 4650 wispeco aluminium frame shopfront able to meet performance for wind loads of upto 2000 pa with sureace to recieve 25 um natural anidising coating
G 50mm thick Plywood(dry) board to be nailed to cc by means of 80mmĂ˜x50mm (L)M8 boilt stainless steel section painted and treated
B 7.999
C
9.078
GROUND STRUCTURAL FRAME PLAN SCALE 1:50
0.6 mm IBR factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
8.131
A-A1
A
0.6 mm Corigated sheeting factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
0.6 mm IBR cill flashing and counter flashing factory coated galvanized
STRUCTURAL PLAN DA-COSTA
D-09
Tiles
22mm thick plywood wall cladding fixed to channels
BUILDING SERVICES III
Tiimber floor
Mini-Book Library
non slip Tiles
220x150mm I beam column IPE factory coated and galvanized Mild steel,hot rolled bolted to base plate using M16 bolts in concrete stud column
THABISO JOYISA 21226275
Galary Exhibition
Tiles
D-07
GSEducationalVersion GSPublisherEngine 34.25.30.100
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
Tiles
Recption
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
8.334
steel anchor to be fixed to curtain wall vertical mullion member by means of adjustable bolts.Cavity within the anchor allows for movement and flexing Curtain wall anchor to be fixed to steel base plate 8mm thick safety low -E glass.
non slip Tiles
flashing factory coated and galvanized
Cafeteria
Tiles
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
F
Entrance Foyer Tiles
Cafeteria
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
B
A
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
E
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
E
6.547
DETAIL 07
7.037
A
0.6mm corner counter flashing factory coated and galvanized
FLOOR PLANS SECTION ELEVATION
D
PROJECT NO:
PLAN-01
drwg no
A1
A-A1
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
C
D
Research Section 34.930m2
Tiles
Tiles
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
B
A
Research Section 34.930m2
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
0.6mm corner counter flashing factory coated and galvanized
0.6 mm Corigated sheeting factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
2900 x 4650 wispeco aluminium frame shopfront able to meet performance for wind loads of upto 2000 pa with sureace to recieve 25 um natural anidising coating
E
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
E
F
F
non slip Tiles
Female ablutions non slip Tiles
0.6 mm IBR factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
Testing Section 20.281m2
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
Male ablutions
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
50mm thick Plywood(dry) board to be nailed to cc by means of 80mmĂ˜x50mm (L)M8 boilt stainless steel section painted and treated
Double Volume
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
Double Volume
Auditorium Venue 44.967m2 Carpet
Auditorium Venue 44.967m2 Carpet
Weather Station 24.181m2
Tiles
THABISO JOYISA 21226275
Tiles
A
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
B
FIRST STRUCTURAL FRAME PLAN SCALE 1:100
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
C
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
D
A-A1
G
G
BUILDING SERVICES III STRUCTURAL PLAN DA-COSTA DESCRIPTION:
FLOOR PLANS SECTION ELEVATION PROJECT NO:
PLAN-01 GSEducationalVersion GSPublisherEngine 34.25.30.100
drwg no
A1
REFER TO DETAIL B-B
REFER TO DETAIL A-A
E 175
0.6mm corner counter flashing factory coated and galvanized
80Ømm thick pvc rain water pipes to be custed to the i beam colunm profile and eclosed with specialist recormentations
276
2900 x 4650 wispeco aluminium frame shopfront able to meet performance for wind loads of upto 2000 pa with sureace to recieve 25 um natural anidising coating
Sitting Lounge Timber floor
50mm thick Plywood(dry) board to be nailed to cc by means of 80mmØx50mm (L)M8 boilt stainless steel section painted and treated
Boardroom 131.415m2 Timber floor
3,224
Working Office 11.725m2 Timber floor
0.6 mm corigated sheeting factory coated cold rolled,mild steel galvaniazed steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
3,300
0.6mm IBR cill flashing and counter flashing factory coated galvanized 50mm thick Plywood(dry) board to be nailed to cc by means of 80mmØx50mm (L)M8 boilt stainless steel section painted and treated
2900 x 4650 wispeco Aluminium framed shopfront able to meet perfromance for wind load of up to 2000 pa with surface tp recieve 25 um natural anodising coating
0.6 mm corigated sheeting factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
276
175
Weather Station Timber floor
Auditorium Venue 44.967m2 Timber floor
Auditorium Venue 44.967m2 Timber floor
Research Section 34.930m2 Timber floor
3,224
Colorbond® is pre-painted steel for exterior . It is the most widely used. The painting and the steel base is an aluminium/zinc alloy-coated steel. Minimum yield strengths are G550 (550MPa), or G300 (300MPa) depending on the profile. Minimum coating mass is AM100 (100g/m2).
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
3,325
Supply and install econogrid white exposed face 24mm "T" Suspended ceiling grid system with Aluminium shadowline cornice main "T" spaced at 1200mm and cross tees spaced at 600mm (1200 x 600 system). main tees suppoorted at 1200mm maximum. the installation to be in accordance with SABISA (SOUTH AFRICA BUILDING INTERIOR SYSTEMS ASSOCIATION)
Colorbond® is pre-painted steel for exterior . It is the most widely used. The painting and the steel base is an aluminium/zinc alloy-coated steel. Minimum yield strengths are G550 (550MPa), or G300 (300MPa) depending on the profile. Minimum coating mass is AM100 (100g/m2).
125X50mm clad railing(girt)factory coated and galvanized @1200 c.c.s bolted to angle welded to i beam section
150x150mm i beam column IPE factory coated and galvanised miled steel,hot rolled bolts to base plate using M16 bolts on concrete stud column Deep (100 mm pitch) Horizontal Aluminium anodised precoated ventilation louvers bolted onto 400 mm thick brickwalls and underside of the slab to specialist
Mini-Book Library Timber floor
25mm thick cement screed finish 100mm reinforced concrete cast on steel decking as per engineers specification and detail
Cafeteria Timber floor
Cafeteria Timber floor 2,910
Resource Centre Timber floor
aluminium poweder coated lib to be bolited with M8 boilts nailed to the cc profile
276
175
540 x542 x 170mm custom galvanized light steel bracket finished in 'dark grey' finish
Supply and install econogrid white exposed face 24mm "T" Suspended ceiling grid system with Aluminium shadowline cornice main "T" spaced at 1200mm and cross tees spaced at 600mm (1200 x 600 system). main tees suppoorted at 1200mm maximum. the installation to be in accordance with SABISA (SOUTH AFRICA BUILDING INTERIOR SYSTEMS ASSOCIATION)
Galary Exhibition Tiimber floor 3,526
Reinforced steel decking as per engineers specification and details
2900 x 4650 wispeco Aluminium framed shopfront able to meet perfromance for wind load of up to 2000 pa with surface tp recieve 25 um natural anodising coating
THABISO JOYISA 21226275
25mm thick cement screed finish 100mm reinforced concrete cast on steel decking as per engineers specification and detail
Reinforced steel decking as per engineers specification and details
Shear pin connectors as per steel decking specification
Shear pin connectors as per steel decking specification
All foundations concrete foorings as per structural engineers details to and in adherence with geotechnical engineers recommendations
All foundations concrete foorings as per structural engineers details to and in adherence with geotechnical engineers recommendations
All foundations concrete foorings as per structural engineers details to and in adherence with geotechnical engineers recommendations
E
SECTION A-A SCALE 1:50
CONSTRUCTION III M.I.P TECHNOLOGY STATION DA-COSTA DESCRIPTION:
SECTION A-A
GSEducationalVersion GSPublisherEngine 34.25.30.100
PROJECT NO:
drwg no
PLAN-01
A1
D-01
0.6mm corner counter flashing factory coated and galvanized 0.6mm corner counter flashing factory coated and galvanized
50mm thick cement screed finish 2900 x 4650 wispeco aluminium frame shopfront able to meet performance for wind loads of upto 2000 pa with sureace to recieve 25 um natural anidising coating
Reinforced steel decking as per engineers specification and detail
0.6 mm corigated sheeting factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
Supply and install econogrid white exposed face 24mm "T" Suspended ceiling grid system with Aluminium shadowline cornice main "T" spaced at 1200mm and cross tees spaced at 600mm (1200 x 600 system). main tees suppoorted at 1200mm maximum. the installation to be in accordance with SABISA (SOUTH AFRICA BUILDING INTERIOR SYSTEMS ASSOCIATION) Colorbond® is pre-painted steel for exterior . It is the most widely used. The painting and the steel base is an aluminium/zinc alloy-coated steel. Minimum yield strengths are G550 (550MPa), or G300 (300MPa) depending on the profile. Minimum coating mass is AM100 (100g/m2).
0.175
-52.072
D-02 WEATHER STATION 3.325
SCALE 1:5
50mm thick Plywood(dry) board to be nailed to cc by means of 80mmØx50mm (L)M8 boilt stainless steel section painted and treated
3.300
50mm thick Plywood(dry) board to be nailed to cc by means of 80mmØx50mm (L)M8 boilt stainless steel section painted and treated
0.6 mm corigated sheeting factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
DETAIL 01
CONSULTATION OFFICE
0.6mm IBR cill flashing and counter flashing factory coated galvanized
125X50mm clad railing(girt)factory coated and galvanized @1200 c.c.s bolted to angle welded to i beam section
Supply and install econogrid white exposed face 24mm "T" Suspended ceiling grid system with Aluminium shadowline cornice main "T" spaced at 1200mm and cross tees spaced at 600mm (1200 x 600 system). main tees suppoorted at 1200mm maximum. the installation to be in accordance with SABISA (SOUTH AFRICA BUILDING INTERIOR SYSTEMS ASSOCIATION)
0.175
-48.598
125X50mm clad railing(girt)factory coated and galvanized @1200 c.c.s bolted to angle welded to i beam section
chromodec Aluminium flashing lip to specialist approval
D-03
THABISO JOYISA 21226275
-55.572
540 x542 x 170mm custom galvanized light steel bracket finished in 'dark grey' finish
2900 x 4650 wispeco aluminium frame shopfront able to meet performance for wind loads of upto 2000 pa with sureace to recieve 25 um natural anidising coating
0.175
chromodec Aluminium flashing lip to specialist approval
aluminium poweder coated lib to be bolited with M8 boilts nailed to the cc profile
0.6mm IBR cill flashing and counter flashing factory coated galvanized
MINI-BOOKS LIBRARY
25mm thick cement screed finish 100mm reinforced concrete cast on steel
0.6 mm corigated sheeting factory coated cold rolled,mild steel galvanized steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
decking as per engineers specification and detail
SECTION A-A 3.526
Reinforced steel decking as per engineers specification and details
DETAIL 02
D-04
Shear pin connectors as per steel decking specification
SCALE 1:5
FFL NGL
SCALE 1:20 GSEducationalVersion GSPublisherEngine 34.25.30.100
DA-COSTA DESCRIPTION:
-58.933
SECTION A-A
CONSTRUCTION III
All foundations concrete foorings as per structural engineers details to and in adherence with geotechnical engineers recommendations
FLOOR PLANS SECTION ELEVATION PROJECT NO:
PLAN-01
drwg no
A1
E
Colorbond® is pre-painted steel for exterior . It is the most widely used. The painting and the steel base is an aluminium/zinc alloy-coated steel. Minimum yield strengths are G550 (550MPa), -48.598 or G300 (300MPa) depending on the profile. Minimum coating mass is AM100 (100g/m2).
Colorbond® is pre-painted steel for exterior . It is the most widely used. The painting and the steel base is an aluminium/zinc alloy-coated steel. Minimum yield strengths are G550 (550MPa), or G300 (300MPa) depending on the profile. Minimum coating mass is AM100 (100g/m2).
276
80Ømm thick pvc rain water pipes to be custed to the i beam colunm profile and eclosed with specialist recormentations
3,224
BOARDROOM
D-05
50mm thick Plywood(dry) board to be nailed to cc by means of 80mmØx50mm (L)M8 boilt stainless steel section painted and treated
80Ømm thick pvc rain water pipes to be custed to the i beam colunm profile and eclosed with specialist recormentations
0.6 mm corigated sheeting factory coated cold rolled,mild steel galvaniazed steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column 2900 x 4650 wispeco Aluminium framed shopfront able to meet perfromance for wind load of up to 2000 pa with surface tp recieve 25 um natural anodising coating
276
165X110mm I beam factory coated galvanized to meet engineers standards fixed with angles and welded to I section
D-06
3,224
REASEARCH
276 2,910
-52.072
0.6 mm corigated sheeting factory coated cold rolled,mild steel galvaniazed steel sheet cladding fixed to 125x50mm m/s IPE cladding rail fixed to angles welded to 220x165 mm ipe m/s h/r I section column
Supply and install econogrid white exposed face 24mm "T" Suspended ceiling grid system with Aluminium shadowline cornice main "T" spaced at 1200mm and cross tees spaced at 600mm (1200 x 600 system). main tees suppoorted at 1200mm maximum. the installation to be in accordance with SABISA (SOUTH AFRICA BUILDING INTERIOR SYSTEMS ASSOCIATION)
DETAIL 05 SCALE 1:10
150x150mm i beam column IPE factory coated and galvanised miled steel,hot rolled bolts to base plate using M16 bolts on concrete stud column Deep (100 mm pitch) Horizontal Aluminium anodised precoated ventilation louvers bolted onto 400 mm thick brickwalls and underside of the slab to specialist
CAFETERIA
50mm thick Plywood(dry) board to be nailed to cc by means of 80mmØx50mm (L)M8 boilt stainless steel section painted and treated
Supply and install econogrid white exposed face 24mm "T" Suspended ceiling grid system with Aluminium shadowline cornice main "T" spaced at 1200mm and cross tees spaced at 600mm (1200 x 600 system). main tees suppoorted at 1200mm maximum. the installation to be in accordance with SABISA (SOUTH AFRICA BUILDING INTERIOR SYSTEMS ASSOCIATION)
-55.572
2900 x 4650 wispeco Aluminium framed shopfront able to meet perfromance for wind load of up to 2000 pa with surface tp recieve 25 um natural anodising coating
150x150mm i beam column IPE factory coated and galvanised miled steel,hot rolled bolts to base plate using M16 bolts on concrete stud column
25mm thick cement screed finish 100mm reinforced concrete cast on steel decking as per engineers specification and detail
300 x 400 mm reinforced concrete steam footting to engineers details
GSEducationalVersion GSPublisherEngine 34.25.30.100
-58.933
SCALE 1:10
DA-COSTA DESCRIPTION:
FLOOR PLANS SECTION ELEVATION PROJECT NO:
SECTION B-B SCALE 1:20
Deep (100 mm pitch) Horizontal Aluminium anodised precoated ventilation louvers bolted onto 400 mm thick brickwalls and underside of the slab to specialist
DETAIL 06
All foundations concrete foorings as per structural engineers details to and in adherence with geotechnical engineers recommendations
CONSTRUCTION III SECTION B-B
Reinforced steel decking as per engineers specification and details Shear pin connectors as per steel decking specification
THABISO JOYISA 21226275
E
PLAN-01
drwg no
A1
THABISO JOYISA 21226275
CONSTRUCTION III 3D STRUCTUR DA-COSTA DESCRIPTION:
SECTION A-A
GSEducationalVersion GSPublisherEngine 34.25.30.100
PROJECT NO:
drwg no
PLAN-01
A1
Community Networking
Typical iGrow Micro Hub:
Meeting Room: ± 20m²
Dashed line denotes possible additions to micro hub by members of community.
Storage: ± 9m²
Offices: ± 18m² Solid line denotes micro hub to be built by community and iGrow team
Cool Storage: ± 18m²
High care freezer: ± 20m²
Arrival chiller: ± 18m²
Principles of Urban Design Task 3 GSEducationalVersion GSPublisherVersion 0.4.100.93
B U I L D I N G
R E S T U A R A N T S
WAL KWA Y
V E G E T A T I O N
ROAD
I S L A N D
ROAD
ORTAMBO PARADEURBANLAYOUTSECTI ON( EXI STI NG) SCALE1: 200
B OW U RESTUARANTSOVERFL I ONT OTHEP A VEMENTS& L STREET D I N G
V E G E T A T I O N
ORT AMBOP ARADE PEDESTRI ANBOUL EV ARD
ORTAMBO PARADEURBANBOULEVARDSECTI ON SCALE1: 200
V E G E T A T I O N
V E G E T A T I O N
WAL KWA Y
B I NFORMAL U RET AI L I L D I N G
B I N F O R M A L WAL KWA Y U RET AI L I L D I N G
PERSPECTI VEOFNEWPROPOSED DURBAN
RENDERDSTREESTSECTI ONOFNEW PROPOSEDDURBAN
RENDERDSTREESTSECTI ONOFNEW PROPOSEDDURBAN
WE LISTEN TO BUILD
PROCESS - Context Analysis - Community Engagement in finding the issues and solutions
- Research of indigenous knowledge and existing innovative solutions - Contemporary participatory strategies that involve the youth of the community towards design solutions
- Immersion into the local context and culture of the community - Casual collaboration through social gatherings to engage with people in a less formal setting - Consultation with academics and professionals - Public Feedback on final design solutions
LISTEN TO BUILD: Community engagement and Active Participation Methodology in the design process BUILD TO ENABLE Inclusive, Self-sustaining design and incorporation of an economic generating component that enables the capacity of the occupants to provide for themselves ENABLE UBUNTU Enabling the social capacity of community to move beyond just ‘building a house’ towards overlapping (economic, social, environmental, health)