1. WASTE
AREA
LOADING
8000
6000
8293
5000
3800
2500
2500
5000
5000
2500
2500
2500
2500
2500
25003800
9000
5000
30
PARKINGS
BOMA
ENTRANCE
HERB + VEGETABLE
GARDEN TO SERVICE
LODGE
MANAGEMENT
HOUSE
LAUNDRY
YARD
2500
5000
BAR/
LOUNGE
LOUNGE
DINING
SERVICE
BUILDING
RECEPTION
DROP
OFF
KUBU
LODGE
NGINA
SAFARIS
MAIN
ROAD
TO KASANE
TO
KAZUNGULA
FUTURE PROPOSED MUNICIPAL SEWER LINE
POOL
8M ROAD
10511
143323
145125
124471
15894
136160
32890
67711 68111
4221 4221 4221
4221
4221
4221
4221
4221
14763
25786
15803
189151595315223
10643
12108
18386
14851
20150
21774
15695
12525
12945
11882
15128
12578
17368
10839
13865
22420
2 STAFF
PARKINGS
DISABLED
PARKING
DISABLED
PARKING
8161
10890
7711
TOILETS
5000
5000
5000
4 STAFF
PARKINGS
SITE PLAN 1:500
NEWEXISTINGSANDROAD
BAOBAB
TREE
14732
7711
FAT
TRAP
TEMPORARY
CONSERVANCY
TANK TO SUIT
LOCATION PLAN 1:5000
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT/APPLICANT:
PLOT: SIGNED:
1: 500 1:5000
G H
PAGE #:
CLIENT ADDRESS: PAGE FORMAT: A1P
DRAWING NUMBER:
/
SUBMITTED:
BUILDING AREAS
MAIN BUILDING = 185 sqm
DINING BUILDING = 144 sqm
BAR BUILDING = 144 sqm
CHALET = 66.5 sqm ea. (1330 sqm)
SERVICE BUILDING = 177 sqm
TOILETS = 25 sqm
TOTAL = 2005 sqm
A BUILDING SETBACK OF 5M HAS BEEN
MAINTAINED FROM ALL BOUNDARIES
PARKING (36)
34 PARKINGS
2 DISABLED
1 LOADING BAY
(0.75 x number of rooms + 0.02 x remaining
floor area ----> 0.75x20 + 0.02x675 = 31)
SITE PLAN 1:500
LOCATION PLAN 1:5000
AVANTU
SEP 2014
3117, KAZUNGULA
AVANTU 20 ROOM
LODGE
AV/KL/SL/01
IMPORTANT NOTE:
FOUNDATIONS MAY REQUIRE DESIGN CHANGE BASED
OF SOIL TEST RESULTS TO BE CARRIED OUT AT
SUITABLE/REQUIRED LOCATIONS ON SITE
WALKWAYS
ALL WALKWAYS BETWEEN BUILDINGS IN MAIN
COMPLEX TO BE COVERED BY THATCH ROOF 2500
WIDE WITH RINGBEAM HEIGHT @ MAX 2500 ABOVE
THE FLOOR LEVEL.
WALKWAYS TO CONSIST SAME FINISHES + MATERIAL
AS OTHER BUILDINGS UNLESS EXPRESSED OTHERWISE.
R E V I S I O N S
WASTE WATER
WASTE WATER LINES SHOWN IN BLUE
WASTE WATER LINES TO FEED INTO TEMPORARY
CONSERVANCY TANK TO SUIT, FINAL CONNECTION TO
NEW SEWER CURRENTLY UNDER CIVIL CONSTRUCTION.

2. T1
T2
T3
T4
T5
T6
T7
T8
T9
250 THATCH ON 50 Ø LATS FIXED @ 300
CS MAX TO 250 GUMPOLE TRUSSES @
CENTERS TO THATCHERS SPECS (1250
MAX / 830 MIN) FIXED TO 250 Ø
RINGBEAM BOLTED TO GUMPOLE
COLUMNS
SECTION A-A 1:100
GROUND FLOOR PLAN 1:100
UPPER FLOOR PLAN 1:100















AA
AA
B
B
230 LOAD BEARING
CONC. BRICK WALL
PLASTERED + PAINTED
ON BOTH SIDES TO SUIT
250 Ø GUMPOLE COLUMNS
@ 2500 CS IN CONC.
FOOTINGS @ MIN DEPTH
1400 BELOW NGL
100 NON BEARING TIMBER
STUD WALLS OR SIMILAR,
FINISHED TO SUIT.
22 T+G FLOORING ON 19
PLY NAILED TO 228 x 50
JOISTS FIXED @ 600 CS
TO 230 BRICK WALLS
400x800 RC STRIP
FOUNDATION ON COMPACTED
BASE @ MIN DEPTH OF 1000
BELOW NGL
700X1100 CONCRETE COLUMN
FOOTING @ MIN DEPTH 1400
BELOW NGL
TIMBER WINDOW
FRAME TO SPEC
SMOOTH FINISHED
85 RC FLOOR SLAB
ON COMPACTED
EARTH FILL TO SUIT
TIMBER OR CONCRETE
STAIRCASE TO SUIT
19 TIMBER PLY
CEILING FIXED TO
UNDERSIDE OF
228x50 TIMBER
FLOOR JOISTS
NGL 0000
FFL1 +0400
-1100
-1600
+2500
+3712
FFL2 +4000
+5771
+7113
+7997
+8443
MAX +9355
RINGBEAM +2900
20985
25002500250025002500250025002502
1071585901080
719312672255
4800
1080
1751
3325
2625
911
2397
2088
15671602
3436
1500
1500
116087012701500
1936 1500 19363436
131
5335977460
1241
90026251152302303695
1774
1000
3978
3311
600
20985
25002500250025002500250025002502
1071585901080
71931267225510806935977460
2302302598
600
4340230
3000 230230
601
2022
6071
6534
11370
10872
11370
10872
6000
5910
6004
3311 1154
45°
4800
25002500
4524138138
10872
9872
23366036 1500
3606 2301005705230
8726
5463 1500 1763
236152715005227236
4800
25002500
4524138138
3254870400
915
903
3293
3312
2100
3113
17711343
1403
2100
400
800
700
11007113500
200 Ø
GUMPOLE
RIDGE POLE
WATERPROOFED
D E C O R A T I V E
R I D G E C A P T O
THATCHERS SPEC
7615
2500
SECTION B-B 1:75
250 THATCH ON 50 Ø LATS FIXED @ 300 CS MAX TO
250 GUMPOLE TRUSSES @ CENTERS TO THATCHERS
SPECS (1250 MAX / 830 MIN)
230 NON LOAD BEARING
CONC. BRICK WALL
PLASTERED + PAINTED
ON BOTH SIDES TO SUIT
SMOOTH FINISHED 85 RC
FLOOR SLAB ON
COMPACTED EARTH FILL TO
SUIT
150 NON BEARING
TIMBER STUD WALLS
OR SIMILAR, FINISHED
TO SUIT.
22 T+G FLOORING ON
19 PLY NAILED TO 228
x 50 JOISTS FIXED @
600 CS TO 230 BRICK
WALLS
250 Ø GUMPOLE RINGBEAM
BOLTED TO 250Ø GUMPOLE
COLUMNS @ 2500 CS
T I M B E R R E C E P T I O N C O U N T E R
THATCH DORMER TO
T H A T C H E R S S P E C
3415
38x114 TIMBER CEILING
FIXED TO UNDERSIDE OF
228x50 JOISTS
3830
2500
2780
3262
2100
8207
22 DECKING FIXED TO
228x50 JOISTS FIXED @
600 CS MAX TO 100X50
STEEL LIP CHANNEL BOLTED
TO GUMPOLE FLOOR
COLUMNS @ 1500 CS
1100
NGL 0000
FFL1 +0400
-1100
-1600
+2500
+3712
FFL2 +4000
+5771
+7113
MAX +9355
RINGBEAM +2900
2867
3405
1730
T1
T2
T3
T4
T5
T6
T7
T8
T9
928893189179889685059089873082097539
6000
8203
9707
10584
10872
8203
10584
6000
9707
2900
8581
69912900290029002900290029002900
83858021748267618600843981127614
8536
5624
6420
55.9°
50.2°
45°
46.6°45.2°
45°45.9°
47.5°
50.4°
NGL
NGL
NGL
NGL
NGL
NGL
NGL
NGL
NGL
NORTH ELEVATION 1:100 WEST ELEVATION 1:100
SOUTH ELEVATION 1:100 EAST ELEVATION 1:100
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
MAIN BUILDING
PLAN 1:100
SECTIONS 1:100
ELEVATIONS 1:100
TRUSS SECTIONS 1:300
1:75 1:100
1:250
G HAVANTU
CLIENT ADDRESS:
SEP 2014
3117, KAZUNGULAXXXX
AVANTU 20 ROOM
LODGE
SUBMITTED:REVISIONS
PAGE #:
AV/KL/MB/01
A1L
DRAWING NUMBER:
/
BUILDING AREA = 185 sqm
TRUSS/COLUMN SECTIONS
1:250

3. T1
T2
T3
T4
T5
T6
T7
FLOOR PLAN 1:100
900
900
2000
900
898
2321
2899
5565
3240
414 533 482 533
533
533
543
1511
543
482
413 580
1511
230 680
2000
680
230
115
115
115
115
230
230
230
12200
2125
230
230
1800
115
4500
1885
2000
6500
1000
915
1915
2000
1325
125
115
2260
1440
2000
2735
2850
5700
360
1511
7272
245
1511
712
2000
690
2000
2892
2000
4778
115
480
3421
1381
230
2000
2492
690
230
1200
2301660
2200
12280
4975
21752
17367
19097
6900
5000
7197
3248
1022
115
533
1982
719
1022
1518
1511
230
1195
1022
460
1022
3498
4040
2630
2000
2425
115
230
4206
1593
1427
1937
2288
1200
2732
1600
1600
4025
1130
1013
2000
1128
3175
1760
1875
750
1223
800
695
460
1011
2925
1371
1371
1200 2087 1099
870
3126
2905
1280
2336
15000
250025002500250025002500
5410
7686
3337
4212
6000
7147
10000
11000
2500
2500
2500
2500
2500
2500
15000
25672614
11974
15000
250025002500250025002500
37706
A A
B
B
C
C
D
D
SECTION B-B 1:75
250 THATCH ON 50 Ø LATS FIXED @ 300 CS
MAX TO 250 GUMPOLE TRUSSES @ CENTERS
TO THATCHERS SPECS (1250 MAX / 830 MIN)
FIXED TO 250 Ø RINGBEAM BOLTED TO
G U M P O L E C O L U M N S
30 SMOOTH FLOATED + POLISHED
HARD CONC SCREED ON 85 RC
FLOOR SLAB ON COMPACTED
E A R T H F I L L T O S U I T
2 5 0 Ø G U M P O L E
C O L U M N I N C O N C
FOOTING TO MIN DEPTH
1 4 0 0 B E L O W N G L
230 LOAD BEARING BRICK
WALL PLASTERED ON BOTH
S I D E S
230x690 RC STRIP FOUNDATION ON
WELL COMPACTED CALCRETE BASE
LAYER TO SUIT @ MIN DEPTH 900
B E L O W N G L
NGL 0000
FFL1 +0400
-0600
-1600
+2500
+3995
+5575
MAX +9355
RINGBEAM +2900
b u f f e t c o u n t e r
-0900
GALVANIZED
F LA S H I N G
50 Ø GUM LAT
SCREEN FIXED TO
TIMBER TRUSSES
p r e p c o u n t e r s
7 0 0 X 1 1 0 0 C O N C R E T E
COLUMN FOOTING @ MIN
DEPTH 1400 BELOW NGL2 3 0 X 6 9 0 C O N C S T R I P
FOOTING UNDER PLINTH WALL
@ 6 0 0 B E L O W N G L O N
C O M P A C T E D B A S E
IBR CHROMADEK ROOF SHEETS
FIXED TO 75x50 TIMBER PURLINS
FIXED @ MAX 1200 CS TO 228x38
TIMBER TRUSSES @ MAX 1000 CS
22 DECKING FIXED TO
228x50 JOISTS FIXED @
600 CS MAX TO 100X50
STEEL LIP CHANNEL BOLTED
TO GUMPOLE FLOOR
COLUMNS @ 1500 CS
T1
T2
T3
T4
T5
T6
T7
8443
2900
7641
7147
7069
51.42°
NGL
9349
2900
8641
9185
11000
2900
8202
NGL
2900
8533
NGL
2900
8362
NGL
2900
7733
NGL
2900
6715
NGL
NGL
74229064855992468938
80938719
8577
7690
6202
45°
44.49°
44.59°
45.00°45.49°
47.23°
9550
10596
10596
9350
7147
NORTH ELEVATION 1:200 EAST ELEVATION 1:200
SOUTH ELEVATION 1:200 WEST ELEVATION 1:200
5°
SECTION D-D 1:75
1446
900
2799
2046
900
NGL 0000
FFL1 +0400
-0900
+3100
+3950
30 SMOOTH FLOATED + POLISHED
HARD CONC SCREED ON 85 RC
FLOOR SLAB ON COMPACTED
E A R T H F I L L T O S U I T
IBR CHROMADEK ROOF SHEETS
FIXED TO 75x50 TIMBER PURLINS
FIXED @ MAX 1200 CS TO 228x38
TIMBER TRUSSES @ MAX 1000 CS
2 3 0 B R I C K W A L L
PLASTERED ON BOTH
SIDES WITH BRICKFORCE
E V E R Y 3 C O U R S E S
230x69 0 R C S T R IP
FOUNDATION @ MIN
DEPTH 900 BELOW NGL
9 GYPSUM CEILING FIXED
T O 3 8 x 3 8 T I M B E R
BRANDERS FIXED @ 400CS
MAX TO U/S OF TIMBER
T R U S S E S
228x76
TIMBER
B E A M
GUMPOLE +
LAT SCREEN
2444
2100
+2500
G A L V A N I Z E D
STEEL FLASHING
T O S U I T
i n s u l a t i o n
250 THATCH ON 50 Ø LATS FIXED
@ 300 CS MAX TO 250 GUMPOLE
T R U S S E S @ C E N T E R S T O
THATCHERS SPECS (1250 MAX /
8 30 M I N ) F I X E D T O 2 50 Ø
RINGBEAM BOLTED TO GUMPOLE
C O L U M N S
30 SMOOTH FLOATED +
POLISHED HARD CONC
SCREED ON 85 RC FLOOR
SLAB ON COMPACTED
E A R TH F I L L TO S U I T
250 Ø GUMPOLE
C O L U M N
2 5 0 Ø
G U M P O L E
RINGBEAM
NGL 0000
FFL1 +0400
-1100
-1600
+2500
+3995
+5575
MAX +9355
RINGBEAM +2900
700X1100 CONCRETE COLUMN
FOOTING @ MIN DEPTH 1400
B E L O W N G L
2 3 0 x 6 9 0 R C S T R I P
FOUNDATION @ MIN DEPTH
9 0 0 B E L O W N G L
SECTION A-A 1:100
WATERPROOFED
D E C O R A T I V E
R I D G E C A P T O
THATCHERS SPEC
45.00°
SECTION C-C 1:75
NGL 0000
FFL1 +0400
-0900
+3100
+3950
2046
900
2444
2100
1500
1670
5°
IBR CHROMADEK ROOF SHEETS
FIXED TO 75x50 TIMBER PURLINS
FIXED @ MAX 1200 CS TO 228x38
TIMBER TRUSSES @ MAX 1000 CS
230x 6 90 R C S TR I P
FOUNDATION @ MIN
DEPTH 900 BELOW NGL
30 SMOOTH FLOATED + POLISHED
HARD CONC SCREED ON 85 RC
FLOOR SLAB ON COMPACTED
E A R T H F I L L T O S U I T
2 3 0 B R I C K W A L L
PLASTERED ON BOTH
SIDES WITH BRICKFORCE
E V E R Y 3 C O U R S E S
EXTR ACTO R
H O O D
GUMPOLE +
LAT SCREEN
+2500
G A L V A N I Z E D
STEEL FLASHING
T O S U I T
g a s
cylinders
i n s u l a t i o n
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
DINING + SERVICES
PLAN 1:100
SECTION 1:100
SECTIONS 1:75
ELEVATIONS 1:200
TRUSS SECTIONS 1:250
1:75 1:100 1:200
1:250
G HAVANTU
CLIENT ADDRESS:
XXXX
SUBMITTED:REVISIONS
PAGE #:
A1L
DRAWING NUMBER:
/
SEP 2014
3117, KAZUNGULA
AVANTU 20 ROOM
LODGE
DINING BUILDING AREA = 144 sqm
SERVICE BUILDING AREA = 177 sqm
TOTAL AREA = 321 sqm
TRUSS/COLUMN SECTIONS
1:250

4. STORE
ROOM
T1
T2
T3
T4
T5
T6
T7
250 THATCH ON 50 Ø LATS FIXED
@ 300 CS MAX TO 250 GUMPOLE
T R U S S E S @ C E N T E R S T O
THATCHERS SPECS (1250 MAX /
8 3 0 M I N ) F I X E D T O 2 5 0 Ø
RINGBEAM BOLTED TO GUMPOLE
C O L U M N S
30 SMOOTH FLOATED +
POLISHED HARD CONC
SCREED ON 85 RC FLOOR
SLAB ON COMPACTED
E AR T H FI L L T O SU IT
250 Ø GUMPOLE
C O L U M N
2 5 0 Ø
G U M P O L E
RINGBEAM
3770
16245
15000
250025002500250025002500
107704230
17181953
3770
12500
11000
9282
6000
860 1209 1873 459
1800 1716
16245
15000
250025002500250025002500
107704230
4230
21551500
1215
1500
3971
4167
2710
2857
515
1730
3055
3391 870 115 1565 1814
230230
230115230
2600
4070
477060004000
8168
7147
6000
12500
11000
1986
A
B
B
A
NGL 0000
FFL1 +0400
-1100
-1600
+2500
+3995
+5575
MAX +9355
RINGBEAM +2900
PLAN 1:75
SECTION A-A 1:75
700X1100 CONCRETE COLUMN
FOOTING @ MIN DEPTH 1400
B E L O W N G L
8595
2500
2 3 0 x 6 9 0 R C S T R I P
FOUNDATION @ MIN DEPTH
9 0 0 B E L O W N G L
WATERPROOFED
D E C O R A T I V E
R I D G E C A P T O
THATCHERS SPEC
250 THATCH ON 50 Ø LATS FIXED @ 300 CS MAX TO
250 GUMPOLE TRUSSES @ CENTERS TO THATCHERS
SPECS (1250 MAX / 830 MIN) FIXED TO 250 Ø
RINGBEAM BOLTED TO GUMPOLE COLUMNS
30 SMOOTH FLOATED +
POLISHED HARD CONC
SCREED ON 85 RC FLOOR
SLAB ON COMPACTED
E A R T H F I L L T O S U I T
250 Ø GUMPOLE COLUMN
IN CONC FOOTING TO MIN
DEPTH 1200 BELOW NGL
230 LOAD BEARING
B R I C K W A L L
PLASTERED ON BOTH
S I D E S
2 3 0 x 6 9 0 R C S T R I P
FOUNDATION ON WELL
COMPACTED CALCRETE
BASE LAYER TO SUIT @ MIN
DEPTH 900 BELOW NGL
NGL 0000
FFL1 +0400
-0900
-1600
+2500
+3995
+5575
MAX +9355
RINGBEAM +2900
150 THATCH ON 50
Ø GUM LATS FIXED
@ 300 CS TO 125 Ø
GUMPOLE S FIXED
TO TOP OF WALLS
3253
1100
4770
SECTION B-B 1:50
BUILT IN
B A R
DISPLAY
115 NON BEARING
B R I C K W A L L
PLASTERED ON BOTH
S I D E S
SLAB THICKENED
U N D E R 1 1 5
INTERNAL WALLS
3989
1446
1994
230x690 CONC STRIP
FOOTING ON COMPACTED
BASE @ 600 BELOW NGL
22 DECKING FIXED TO
228x50 JOISTS FIXED @
600 CS MAX TO 100X50
STEEL LIP CHANNEL BOLTED
TO GUMPOLE FLOOR
COLUMNS @ 1500 CS
T1
T2
T3
T4
T5
T6
T7
8443
2900
7641
7147
7069
51.42°
NGL
9349
2900
8641
9185
11000
2900
8202
NGL
2900
8533
NGL
2900
8362
NGL
2900
7733
NGL
2900
6715
NGL
NGL
74229064855992468938
80938719
8577
7690
6202
45°
44.49°
44.59°
45.00°45.49°
47.23°
9550
10596
10596
9350
7147
FRONT ELEVATION 1:100 SIDE ELEVATION 1:100
REAR ELEVATION 1:100 SIDE ELEVATION 1:100
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
BAR
PLAN 1:75
SECTION A-A 1:75
SECTION B-B 1:50
ELEVATIONS 1:100
TRUSS SECTIONS 1:250
1:50 1:75 1:100
1:250
G HAVANTU
CLIENT ADDRESS:
XXXX
SUBMITTED:REVISIONS
PAGE #:
A1L
DRAWING NUMBER:
/
SEP 2014
3117, KAZUNGULA
AVANTU 20 ROOM
LODGE
BUILDING AREA = 144 sqm
TRUSS/COLUMN SECTIONS
1:250

5. 115 NON BEARING
B R I C K W A L L
PLA STERED O N
B O T H S I D E S
200 THATCH ON 50 Ø
GUM LATS FIXED @
400CS MAX TO 150
GUMPOLE TRUSSES
2 0 0 Ø R I N G B E A M
BOLTED TO TOP OF 200 Ø
G U M P O L E C O L U M N
3 0 P O L I S H E D C O N C
S C R E E D O N 8 5 R C
F L O O R S L A B O N
COMPACTED FILL TO SPEC
500x200 RC STRIP
F O U N D A T I O N O N
COMPACTED EARTH
F I L L T O S U I T
COMPACTED SOIL
AND CEMENT DRY
MIX ON COMPACTED
B A S E T O F O R M
COLUMN FOOTING
M E N S L A D I E S
5000
4000
20011999
3000
11861469115
5000
4000
20011999
3000
11861469115
1344 115 1344
17711503091150177
2963
3367
3521
4291
1352 1352115
562 870 115 870 562
2980
3390
3521
4291
5291
5291
W A T E R P R O O F E D
DECORATIVE RIDGE
C A P T O S U I T
NGL 0000
FFL +0200
-0600
-0900
+1700
+2300
+3364
+5135
SECTION A-A 1:75
PLAN 1:75
A A
50°
REAR ELEVATION 1:100
SIDE ELEVATION 1:100
SIDE ELEVATION 1:100
FRONT ELEVATION 1:100
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT/APPLICANT:
PLOT: SIGNED:
TOILETS
PLANS
SECTION
ELEVATIONS
1:75 1:100
G H
PAGE #:
CLIENT ADDRESS:
SEP 2014
PAGE FORMAT: A3L
DRAWING NUMBER:
/
SUBMITTED:
AVANTU
xxxxxx
AREA= 25 sqm
3117, KAZUNGULA
AVANTU 20 ROOM
LODGE

6. A A
T1 T2 T3 T4 T5
PLAN 1:75
SECTION A-A 1:75
250 THATCH ON 50 Ø LATS FIXED
@ 300 CS MAX TO 250 GUMPOLE
T R U S S E S @ C E N T E R S T O
THATCHERS SPECS (1250 MAX /
8 3 0 M I N ) F I X E D T O 2 5 0 Ø
RINGBEAM BOLTED TO GUMPOLE
C O L U M N S
1 15 NON LOAD
B E A R I N G
PLASTERED BRICK
WALL ON SLAB
TH IC KE NED TO
M I N 1 5 0
230 LOAD BEARING
B R I C K W A L L
P L A S T E R E D O N
B O T H S I D E S
690x230 RC STRIP
FOUNDATIONS ON
BASE COMPACTED
T O S P E C
30 S MOOTH POLISHE D
S C R E E D O N 8 5 R C
FLOORSLAB ON COMPACTED
E A R T H F I L L T O S P E C
D O U B L E 5 0 Ø L A T
SCR EEN S @ 9 0° TO
EACH OTHER M ADE
INSECT PROOF WITH
STEEL GAUZE OR SIMILAR
2 3 0 N O N - L O A D
B E A R I N G B R I C K
WALL PLASTERED
O N B O T H S I D E S
NGL 0000
FFL +0600
+3000
+4100
+7269
-0600
-0900
SIDE ELEVATION 1:100
SIDE ELEVATION 1:100
FRONT ELEVATION 1:100 REAR ELEVATION 1:100
T1
T2
T3
T4
T5
NGL
NGL
NGL
NGL
NGL
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT/APPLICANT:
PLOT: SIGNED:
1: 75 1:100
G H
PAGE #:
CLIENT ADDRESS: PAGE FORMAT: A2L
DRAWING NUMBER:
/
SUBMITTED:
XXXXX
AREA = 66.5 sqm
G H
CHALETS
PLAN 1:75
SECTION 1:75
ELEVATIONS 1:100
AVANTU
SEP 2014
3117, KAZUNGULA
AVANTU 20 ROOM
LODGE
AV/KL/C/01
TRUSS/COLUMN SECTIONS
1:250