Macha ule
Ivan
ivanmachanule@gmail.com
P.O. Box 39 , Embu
PORTFOLIO
J.K.U.A.T.
Bachelor of Architecture
Finished 3rd
yr , APRIL 2015
Student +254719548773
ivanmachanule@yahoo.com
TABLE
OF
CONTENT
1. PROFESSIONAL WORKS
2. INTERNSHIP WORKS
3. ACADEMIC WORKS
4.
ARTISTIC WORKS5.
SKETCHES
DESIGN WORKS
DESIGN INTERESTS
SOFTWARE SKILLS
DESIGN INTERESTS
GRAPHICAL SKILLS
TECHNICAL
UNDERSTANDING
ARCHICAD
ARTLANTIS
SKETCH-UP & V-RAY
ADOBE PHOTOSHOP
ADOBE ILLUSTRATOR
ADOBE INDESIGN
AUTOCAD
TECHNICAL DRAWINGS
LAYOUT DRAWINGS
3D MODELLING
RENDERINGS
MODEL MAKING
HAND SKETCHING
HIGH RISE BUILDINGS
SOCIAL TYPE HOUSING
COMMERCIAL BUILDINGS
MATERIALS
SUSTAINABILITY
INDUSTRIAL BUILDINGS
INTERIOR DESIGN
STRUCTURES
LIGHTING DESIGN
CONSTRUCTION DETAILS
PROFESSIONAL
WORKS
ARTLANTIS
PROFESSIONALWORKS PROPOSED MANSION
Proposed mansion to be constructed in Coast with the covered
terrace, bedroom & family room balconies overlooking the beach
1
ARTLANTISARTLANTIS
ARTLANTIS
F
RG
7,100
25,250
400 1,750
50 200
1,400 200 4,300 200 1,500
200
2,200
200
2,300 200 3,100 200 1,200
200
1,800 200 3,200 200 50
200
400
600
400
200
600
1,200
700
1,200
600 350
1,200
350
2,200
200 450
1,400
450 200
800 1,600
700
200
300
900
200
450
900
450
200
1,000
1,200
1,000
200
17,950
502003,000
200
1,9002004,8002004,200200
50
2,150800
50
300400
1,150
400
950
200
450
1,000
450
250
900
200
700
250
1,500
300
700
200
200
600
1,200
600
1,200
60020050
2,150800
500
400
1,750
50
200 4,150 50
200
2,200 200 7,000 200 5,200 200 50 3,150 200
50
600
26,350
50
200 600
1,200
600
1,200
600
200
500
1,500
200
200
200
2,300
250
1,500
250
2,300
200 200 600
1,500
1,000
1,500
600 200 50
850
1,000
1,300 200
17,800
1,000
200
2,200
200
1,900
200
1,9002003,300200
50750
2003,7008001,000
50
200
2,200
200
450
1,000
450
200
450
1,000
450
200
200
600
1,700
600
200
300
600
3003,700800
400
200 4,200 200
500
1,200
500
200 7,000 200
600 200
1,500 2,900 200
200 2,000 200 3,100 100 1,200 200 7,000 200 5,200 200
200 2,000
200
1,800
100
1,100 200 8,400 200 5,200 200
200 600 3,700 200 1,500
200
2,200
200
2,300 200 3,100 200
400
1,100
400 200
1,100 200 2,700
500
200
2001,700
200
1,200
200
2,2002004,0002004,500
400
2003,0002004,8002004,200200
200 1,800
200
500 2,700 200
200950900
275
850
225
1,900200
6004002,300
650
400
2,175
400
2,375
400
650
6503003,550200
5,000
3,400
0.150
0.000
R 1,100
S-01S-01
S-02 S-02
E-01
E-03
ENTRANCE
LOBBY
GUEST
LOUNGE
DINING
SUNKEN
LOUNGE
KITCHEN
PANTRY
BATH
GUEST
BEDROOM
TERRACE
KITCHEN
YARD
GUEST
BATH
DSQ
SUNKEN
BAR
BEDROOM 1
LAUNDRYCLOAK
ROOM
UP
BBQ
AREA
PAVING
ENTRANCE
closet
closet
closet
DrinkShelves
closet
Shelves
closet
BATH
Drinkingtop
E-04
E-02
terazzo tile ff.
arched opening
terazzo tile ff.
Engineered
timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered
timber ff.
cer tile ff.
cer tile ff.
cer tile ff. cer tile ff.
cer tile ff.cer tile ff.
cer tile ff.
certileff.
Engineered
timber ff.
archedopening
arched opening
archedopening
archedopening
Engineered timber ff.
PV
PVPV
PVPVPV
PV
PVPV
PV
PV PV
PV PV PV
PV PV
PV
PVPVPV
PVPVPVPVPVPV
PV
PV
PV
PV
PVPV
PV
PV
PV
PV
PV
PV
PV
archedopening
PV
PV PV PV
terazzo tile ff.
0.1502.5500.4500.1502.4000.4500.075
0.000
Groung Floor
+3150.00
STORY 1
+6150.00
Family Room
Lounge
Balcony
Balcony
Terrace
MAIN HOUSE PL
GROUND FLOOR PLAN
F
RG
7,100
25,250
400 1,750
50 200
1,400 200 4,300 200 1,500
200
2,200
200
2,300 200 3,100 200 1,200
200
1,800 200 3,200 200 50
200
400
600
400
200
600
1,200
700
1,200
600 350
1,200
350
2,200
200 450
1,400
450 200
800 1,600
700
200
300
900
200
450
900
450
200
1,000
1,200
1,000
200
17,950
502003,000
200
1,9002004,8002004,200200
50
2,150800
50
300400
1,150
400
950
200
450
1,000
450
250
900
200
700
250
1,500
300
700
200
200
600
1,200
600
1,200
60020050
2,150800
500
400
1,750
50
200 4,150 50
200
2,200 200 7,000 200 5,200 200 50 3,150 200
50
600
26,350
50
200 600
1,200
600
1,200
600
200
500
1,500
200
200
200
2,300
250
1,500
250
2,300
200 200 600
1,500
1,000
1,500
600 200 50
850
1,000
1,300 200
17,800
1,000
200
2,200
200
1,900
200
1,9002003,300200
50750
2003,7008001,000
50
200
2,200
200
450
1,000
450
200
450
1,000
450
200
200
600
1,700
600
200
300
600
3003,700800
400
200 4,200 200
500
1,200
500
200 7,000 200
600 200
1,500 2,900 200
200 2,000 200 3,100 100 1,200 200 7,000 200 5,200 200
200 2,000
200
1,800
100
1,100 200 8,400 200 5,200 200
200 600 3,700 200 1,500
200
2,200
200
2,300 200 3,100 200
400
1,100
400 200
1,100 200 2,700
500
200
2001,700
200
1,200
200
2,2002004,0002004,500
400
2003,0002004,8002004,200200
200 1,800
200
500 2,700 200
200950900
275
850
225
1,900200
6004002,300
650
400
2,175
400
2,375
400
650
6503003,550200
5,000
3,400
0.150
0.000
R 1,100
S-01S-01
S-02 S-02
E-01
E-03
ENTRANCE
LOBBY
GUEST
LOUNGE
DINING
SUNKEN
LOUNGE
KITCHEN
PANTRY
BATH
GUEST
BEDROOM
TERRACE
KITCHEN
YARD
GUEST
BATH
DSQ
SUNKEN
BAR
BEDROOM 1
LAUNDRYCLOAK
ROOM
UP
BBQ
AREA
PAVING
ENTRANCE
closet
closet
closet
DrinkShelves
closet
Shelves
closet
BATH
Drinkingtop
E-04
E-02
terazzo tile ff.
arched opening
terazzo tile ff.
Engineered
timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered timber ff.
Engineered
timber ff.
cer tile ff.
cer tile ff.
cer tile ff. cer tile ff.
cer tile ff.cer tile ff.
cer tile ff.
certileff.
Engineered
timber ff.
archedopening
arched opening
archedopening
archedopening
Engineered timber ff.
PV
PVPV
PVPVPV
PV
PVPV
PV
PV PV
PV PV PV
PV PV
PV
PVPVPV
PVPVPVPVPVPV
PV
PV
PV
PV
PVPV
PV
PV
PV
PV
PV
PV
PV
archedopening
PV
PV PV PV
terazzo tile ff.
0.1502.5500.4500.1502.4000.4500.075
0.000
Groung Floor
+3150.00
STORY 1
+6150.00
Family Room
Lounge
Balcony
Balcony
Terrace
MAIN HOUSE PL
GROUND FLOOR PLAN
GSPublisherEngine 0.20.100.100
0.1502.5500.4500.1502.4000.4500.075
0.000
Groung Floor
+3150.00
STORY 1
+6150.00
Steel casement window to schedule
Kenya clay tiles on 50x25mm battens on
Gauge 32 G.C.I. sheets on 100x50mm purlins
on 100x75mm rafters on 100x75mm wallplates
treated with appropriate insecticide.(Roof pitch 250
)
150mm thick concrete bedding on A142BRC Mesh on
1000 gauge Polythene DPM on 50mm Blinding on 300mm
thick hand packed well compacted murram Hardcore
225 x25mm timber fascia board painted to approval
Trusses to structural eng's details.
Raked and Keyed Machine-cut Quarry stones bonded
with 12mm thick cemen/sand mortar to Architect's approval
Wall Plastered and painted to Arch's Approval
Steel casement window to schedule
600mm High Bush Hammered red yellow
stone wall finished to Arch's approval
Quoins,to Arch's approval
Stair Case
Family Room
Lounge
Balcony
Balcony
Terrace
Entry
Verandah
SECTION S-01
PVPVPVPV
PVPV PV
PROFESSIONALWORKS PROPOSED MANSION
Proposed mansion to be constructed in Coast with the covered
terrace, bedroom & family room balconies overlooking the beach
Ground Floor
Plan
PROFESSIONALWORKS PROPOSED MANSION
Proposed mansion to be constructed in Coast with the covered
terrace, bedroom & family room balconies overlooking the beach
Ground Floor
Plan
1
ARCHICADARTLANTIS
ARCHICAD
PROFESSIONALWORKS PROPOSED MANSION
Proposed 4 Bedroom mansion to be constructed in Juja South Estate
2
ARTLANTISARTLANTIS
ARTLANTIS
PROFESSIONALWORKS PROPOSED MANSION
Proposed 4 Bedroom mansion to be constructed in Juja South Estate
2
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
Steel casement window to schedule
150mm thick concrete bedding on A142BRC Mesh on
1000 gauge Polythene DPM on 50mm Blinding on 300mm
thick hand packed well compacted murram Hardcore
+600.00 mm High Bush Hammered red yellow
stone wall finished to Arch's approval
Raked and Keyed Machine-cut Quarry stones bonded
with 12mm thick cemen/sand mortar to Architect's approval
Kenya clay tiles on 50x25mm battens on
Gauge 32 G.C.I. sheets on 100x50mm purlins on
100x75mm rafters on 100x75mm wallplates
treated with appropriate insecticide.(Roof pitch 250
)
225 x25mm timber fascia board painted to approval
Quoins to Arch's approval
Doric Column To Arch's Detail & Approval
+0.00
Ground Floor
+3100.00
First Floor
+6100.00
Wall Plate
Wooden Door to schedule
Wall Master to Arch's approval
Railing to Detail to Arch's approval
PVPVPVPVPVPVPVPV
PV PV PV PV PV PV PV
Clothes Hanging Lines
GSPublisherEngine 0.11.100.100
12. All sanitary works to the entire satisfaction of MoH
11. All reinforced concrete work to Structural Engineer's drawings
10. Drain pipes passing under tarmac, driveways, and buildings to be
encased in 150mm thick concrete sorround
masonry and r.c. work
9. pv denotes permanent air vents over doors and windows as shown on drawings,
8. Depth of foundations to be decided on site
7. Walls below 200mm thick to be reinforced with hoop iron at every
alternate course
4. Any discrepancies to be reported to the office of the consultant
3. All levels and dimensions to be checked on site before any
building work commences
2. Do not scale off this drawing
5. All work to be strictly in accordance to with the standard
specifications and notes
6. This drawing is to be read in conjunction with specifications and all
other relevant drawings
1. This drawing is copyright
DRAWING TITLE
designed
drawn
checked
Architect
No. DATE REVISIONS SIGN
project no.
drwg. no.
2. Timber floor boards to architect's spec's
3. Terrazzo floor tiles to architect's spec's
4. Red Oxide paint on cement screed
Skirtings
Ceilings
1. Celotex ceiling board
Walls
1. Ceramic wall tiles to architect's spec's
2. Paint to architect's spec's
3. Render to architect's spec's
Legend
1. 100x25mm thick skirting tile
2. 100x25mm thick timber skirting
3. 100x12.5mm thick rerrazzo skirting
4. 100x12.5mm thick cement screed skirting
PV- Permanent Vent
IC- Inspection Chamber
MH- Man Hole
HWC- Hot Water Cylinder
GT- Gulley Trap
FT- Floor Trap
date
SHEET TITLE DRAWING TYPE
13. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings
revisions
PROJECT
Architect's Signature
CLIENT
WORKING
DRAWINGS
25-6-2014
PROPOSED MANSIONETTE
JAMES NJUE NJERU
B.I.C- Built In Closet
SCALE 1:50
Machanule Ivan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
200 800 600 2,850 1,000 2,100 6,600 5,250 600 450 3600 200
24,750
2009005002,3006002004,800200600
300
600500
450
200
12,350
2009901,550
250
5001,300500
250
9505,700200
12,350
1,950 10,800 5,450 1,300 450 3,600 200
24,750
CARPORT
ENTRY
VERANDAH
Hanging
Lines
MAIN
ENTRANCE
RAIN
WATER
STORAGE
TANK
I.C.
I.C. I.C. I.C. I.C.
I.C.
I.C.
I.C.
SEPTIC TANK
ARTLANTISARCHICAD
ARCHICAD
52.63%26.32%26.32%
RGRG
F
Autoclave
Incubator
Clean Bench
LABORATORY
INSPECTION
OFFICE
WASHROOM
PRE-CHILL
COOLERROOM
HOLDING
COOLERROOM
LADIES
SMOKE
ROOM
EMERGENCY
SLAUGHTER
MAIN
LAIRAGE
CONTROL
LAIRAGE
Water Trough
Water Trough
CONDEMNED
MEAT
PIT
Locker
Area
GENTS
Locker
Area
First-Aid
Room
OFFAL
ROOM
MAIN SLAUGHTER ROOM
BLEEDINGAREA
STUNNINGAREA
Cabinet
DEBONING
&
CURING
AREA
PACKAGING
AREA
Sawdust
Store
FREEZER
STORE
ROOM
KITCHEN
RETAIL
&
STORAGE
AREA
CHIEF
TECHNOLOGIST
OFFICE ACCOUNTANT'S
OFFICE
RECEPTION
UP
OPEN CAFETERIA AREA
GENTSLADIES
SHOP 1
SHOP 2
SHOP 3
SHOP 4
LANDSCAPED
GROUND
ADJUSTABLEMILDSTEEL
OFFLOADINGCHUTE
STUNNING
&
BLEEDING
AREA
MAIN ROAD
Urinal
Urinal
SMOKE
HOUSE
RETAIL
POINT
ServingCounter
WorkingTop
Storage Cabinets
PEDESTRIAN WALK PEDESTRIAN WALK
CLEANINGSTORE
OPEN ENTRANCE VERANDAH
PORT CORCHE
SLIDING GATE
PEDESTRIANWALK
AMBULANCEPARKING
BULKORDER
PICK-UPPOINT
Concrete Screed ff
Concrete Screed ff
General
Cleaning
Room
Cleaning
Cabinet
Cleaning
BLOOD
SEPTIC
TANK
SEPTIC
TANK
SHSHSHSH
SH SH SH SH
Glazed Quarry Tile
Resin Flooring
Resin Flooring
Resin Flooring
Resin Flooring
Resin FlooringResin Flooring
ResinFlooring
ResinFlooring
Resin Flooring
Terrazzo Flooring
Glazed Ceramic Tile ff
GlazedCeramicTileff
Glazed Ceramic Tile ff
Resin Flooring
Resin FlooringResin Flooring
Resin Flooring
ResinFlooring
ResinFlooring
ResinFlooring
ResinFlooring
GlazedCeramicTileff
Resin Flooring
Glazed Ceramic Tile ff Glazed Ceramic Tile ff
Terrazzo Flooring
Glazed Ceramic Tile ff
Glazed Ceramic Tile ff
Glazed Ceramic Tile ff
Glazed Ceramic Tile ff
Resin Flooring
Glazed Ceramic Tile ffGlazed Ceramic Tile ff
Glazed Ceramic Tile ff
Glazed Ceramic Tile ff
Glazed Ceramic Tile ff
GATE
HOUSEWC
PROFESSIONALWORKS PROPOSED MEAT
Proposed Class E Meat Plant complete with all required spaces & supporting facilities
PLANT
ARTLANTISARTLANTIS
ARCHICAD
INTERNSHIP
WORKS
ARTLANTIS
GSPublisherEngine 0.11.100.100
12. All sanitary works to the entire satisfaction of MoH
11. All reinforced concrete work to Structural Engineer's drawings
10. Drain pipes passing under tarmac, driveways, and buildings to be
encased in 150mm thick concrete sorround
masonry and r.c. work
9. pv denotes permanent air vents over doors and windows as shown on drawings,
8. Depth of foundations to be decided on site
7. Walls below 200mm thick to be reinforced with hoop iron at every
alternate course
4. Any discrepancies to be reported to the office of the consultant
3. All levels and dimensions to be checked on site before any
building work commences
2. Do not scale off this drawing
5. All work to be strictly in accordance to with the standard
specifications and notes
6. This drawing is to be read in conjunction with specifications and all
other relevant drawings
1. This drawing is copyright
DRAWING TITLE
designed
drawn
checked
Architects
No. DATE REVISIONS SIGN
project no.drwg. no.
1. Ceramic floor tiles to architect's spec's
2. Timber floor boards to architect's spec's
3. Terrazzo floor tiles to architect's spec's
4. Red Oxide paint on cement screed
Skirtings
Ceilings
1. Celotex ceiling board
Walls
1. Ceramic wall tiles to architect's spec's
2. Paint to architect's spec's
3. Render to architect's spec's
Legend
1. 100x25mm thick skirting tile
2. 100x25mm thick timber skirting
3. 100x12.5mm thick rerrazzo skirting
4. 100x12.5mm thick cement screed skirting
PV- Permanent Vent
IC- Inspection Chamber
MH- Man Hole
HWC- Hot Water Cylinder
GT- Gulley Trap
FT- Floor Trap
date
SHEET TITLE DRAWING TYPE
13. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings
revisions
PROJECT
M.O.D
J.O
J.M.N
P.O BOX 4475-NAIROBI 00506
TEL: 020-2344337
Email: Cadplanarch@gmail.com
info@cadplan.co.ke
Website: www.cadplan.co.ke
Architect's Signature
CP(DD)[00-105]13DD[00-105]
CLIENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
AA
BB
CC
DD
1
1
2
2
3
3
4
4
25300
2,200 200
450
1,200 1,200 1,200 750
200 550
750
500
750
500
750
500
750
500
750
500
750
500
750
500
750
550 200
1,0001,000 800
1,000
1,000
350
700 350
2,200 200 4,800 200 10,600 200 4,800 200
1,000
200
300
300
300
12,000
2002,8002005,6002002,800200
2002,800200
600
7502,700
750
800
200150
9001,750200
200 450
1,500
450 250
800
400
800
150 200
645 750
500
750
500
750
500
750
500
750
500
750
500
750
500
750
455 200
1,000 1,000 800 1,000 1,000
200 150
700
150
200
200 2,400 100 1,100
100
1,100 200 10,600 200 4,800 200
1,000
200
2003,5001,2002,0009002003,800200
4,6503601,580
360
6502003,800
200 2,400 100 1,100
100
1,100 200 10,600 200 4,800 200 1,000 200
2002,0001001,5002003,8002003,800200
2002,8002005,600200
150
9001,750200
2003,8002003,6002003,800200
2003,8002007002,000900
200300
3003,200200
300
300 300
2,200
200 4,800 200 10,600 500 5,700 200
200 4,800 200 10,600 200 4,800 200 1,200
S-03S-03
E-01
E-02
E-03
E-04
Church roomFoyer
Non-Slip
Cer. Tiles ff
Office
Non-Slip
Cer. Tiles ff
Forecourt
Polished
Terrazo ff
Altar
Non-Slip
Cer. Tiles ff
Sacristy
Non-Slip
Cer. Tiles ff
Chair Stock
Non-Slip
Cer. Tiles ff
Gents
Non-Slip
Cer. Tiles ff
Non-Slip Cer. Tiles ff
Ladies
Non-Slip
Cer. Tiles ff
Step2
Step1
Step3
Step 2
Step 1
Step 3
Step 4
Step 5
T=300
R=150
T=500
R=150
PVPV
PVPVPVPVPVPVPVPVPVPVPV
PV
PV
PVPVPV PVPVPVPVPVPVPVPVPVPV
PV
PV
PV
PV
PV
PV
GROUND FLOOR PLAN
INTERNSHIPWORKS PROPOSED NANYUKI
Proposed Nanyuki Church. It involved Modification of a sketched design outline.
I was fully incharge of the whole process from Design stage to Production of working drawings.
CHURCH
Ground Floor
Plan
@ CADPLAN ARCHITECTS
ARTLANTISARCHICAD
ARTLANTIS
A
A
B
B
C
C
D
D
PV
0.000
5.700
3.100
PV PV PV PV PV PV PV PV PV PV
PV
PV
PV
CHURCH ROOMFOYER ALTAR
FORE-
COURT
PV Steel casement window to schedule
Kenya clay tiles on ex100x50mm purlins on
100x75mm rafters on 100x50mm wallplates
treated with appropriate isecticide.(Roof pitch 250)
150mm thick concrete bedding on A142BRC Mesh on
1000 gauge Polythene DPM on 50mm Blinding on 300mm
thick hand packed well compacted murram Hardcore
600mm High Bush Hammered red yellow
stone wall finished to Arch's approval
225 x25mm timber fascia board painted to approval
Raked and Keyed Machine-cut Quarry stones bonded
with 12mm thick cemen/sand mortar to Architect's approval
SECTION X -X
GSPublisherEngine 0.11.100.100
12. All sanitary works to the entire satisfaction of MoH
11. All reinforced concrete work to Structural Engineer's drawings
10. Drain pipes passing under tarmac, driveways, and buildings to be
encased in 150mm thick concrete sorround
masonry and r.c. work
9. pv denotes permanent air vents over doors and windows as shown on drawings,
8. Depth of foundations to be decided on site
7. Walls below 200mm thick to be reinforced with hoop iron at every
alternate course
4. Any discrepancies to be reported to the office of the consultant
3. All levels and dimensions to be checked on site before any
building work commences
2. Do not scale off this drawing
5. All work to be strictly in accordance to with the standard
specifications and notes
6. This drawing is to be read in conjunction with specifications and all
other relevant drawings
1. This drawing is copyright
DRAWING TITLE
designed
drawn
checked
Architects
No. DATE REVISIONS SIGN
project no.drwg. no.
C- Ceiling
Floor
1. Ceramic floor tiles to architect's spec's
2. Timber floor boards to architect's spec's
3. Terrazzo floor tiles to architect's spec's
4. Red Oxide paint on cement screed
Skirtings
Ceilings
1. Celotex ceiling board
Walls
1. Ceramic wall tiles to architect's spec's
2. Paint to architect's spec's
3. Render to architect's spec's
Legend
1. 100x25mm thick skirting tile
2. 100x25mm thick timber skirting
3. 100x12.5mm thick rerrazzo skirting
4. 100x12.5mm thick cement screed skirting
PV- Permanent Vent
IC- Inspection Chamber
MH- Man Hole
HWC- Hot Water Cylinder
GT- Gulley Trap
FT- Floor Trap
date
SHEET TITLE DRAWING TYPE
13. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings
revisions
PROJECT
M.O.D
J.O
J.M.N
P.O BOX 4475-NAIROBI 00506
TEL: 020-2344337
Email: Cadplanarch@gmail.com
info@cadplan.co.ke
Website: www.cadplan.co.ke
Architect's Signature
CP(DD)[00-105]13DD[00-105]
CLIENT
AA
BB
CC
DD
1
1
2
2
3
3
4
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
S-03S-03
E-01
E-02
E-03
E-04
12,000
2002,8002005,6002002,800200
2002,800200
600
7502,700
750
8002002,800200
24,400
350
50 100
1,700 200 15,600 200 4,800 200
1,000
200
50
100
1,700
200
1,700 1,000 1,000 1,200 10,700 6,200 200
2003,5008,100200
2002,8002005,6002002,800200
2,200 200
450
1,500 725 750
450
750 1,020 750
500
750
500
750
500
2,000
500
750
500
750
500
750
455
200
1,000 1,000
800
1,000 1,000
200
150
700
150
200
2,200 200
450
1,200 1,200 1,200 1,500 750
500
750
500
750 500 2,000
500
750
500
750
500
750 550
200
1,000 1,000 800 1,000 1,000
200 150
700
150
200
2,200 200 15,600 200 4,800 200 1,000 200
24,400
2003,8002003,6002003,800200
2003,8002003,6002003,800200
12,000
200 2,400 300 1,000 1,194 10,706 200 4,800 200
Terrace1
Terrace2
Terrace3
Terrace4
Risers=150
TERRACES
Non-SlipCer.Tilesff
VOID
VOID
VOIDVOID
PV
PVPVPVPVPVPVPVPVPV PV
PV
PVPV
PV
FIRST FLOOR PLAN
PROPOSED NANYUKI CHURCH
Proposed Nanyuki Church. It involved Modification of a sketched design outline.
I was fully incharge of the whole process from Design stage to Production of working drawings.@ CADPLAN ARCHITECTS
First Floor
Plan
INTERNSHIPWORKS
ARTLANTISARCHICAD
ARCHICAD
Drawing No.:....................................... Project Title:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
16.72 m2
10.23 m2
11.51 m27.40 m2
13.48 m2
13.48 m2
13.48 m2
8.00 m2
OFFICE 1
OFFICE 2
HAIR
SALON
CYBER
CAFE
LADIES GENTS
CORRIDOR
FIRST FLOOR PLAN
CLIENT Drawing No.:....................................... Project Title:
Version No.:........................................EMMUTETE COMMUNITY BASED ORGANIZATION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
30.77 m2
6.27 m2
21.84 m2
6.64 m2
6.64 m2
8.00 m2
CONFERENCE ROOM
BOARD
ROOM
CORRIDOR
GENTSLADIES
2nd FLOOR PLAN
PROFESSIONALWORKS PROPOSED COMMERCIAL BUILDING
Proposed Emmutete Commercial Building in Luanda Constituency,Western Kenya.
I was fully incharge of the whole process from Design stage to Production of working drawings.@ CADPLAN ARCHITECTS
2nd
Floor
Plan
1st
Floor
Plan
Ground Floor
Houses A
Banking
Hall
&
ATM
Booth
3rd
Floor
Houses
Apartment
Units
ARTLANTISARTLANTIS
ARCHICAD
ACADEMIC
WORKS
HAND SKETCHES HAND SKETCHES
ACADEMIC WORKS
This is my SECOND YEAR PROJECT which involved designing a YOUTH CENTRE.
Included a Restuarant, Multi-It inPurpose Hall, Outdoor Amphi-Theatre, Admin. Block Amongst Other Supporting Facilities.
ACADEMIAWORKS
SITE PLAN SKETCH
CONCEPTUALIZATION
SITE SECTION
SITE SECTION
SPATIAL CONCEPT
ACADEMIA ACADEMIC WORKSWORKS
This is my SECOND YEAR PROJECT which involved designing a YOUTH CENTRE.
Included a Restuarant, Multi-It inPurpose Hall, Outdoor Amphi-Theatre, Admin. Block Amongst Other Supporting Facilities.
COMPOSITE MAP
SITE RENDER SKETCH
WEST ELEVATION
EAST ELEVATION
EAST ELEVATION
SOUTH ELEVATION
ACADEMIC WORKSACADEMIAWORKS
This is my THIRD YEAR PROJECT which involved Design of a PRIMARY SCHOOL for Uzima TrustFund Organisation based in Dandora Kenya.
Included Admin Block,36 Classrooms, A Boarding Home, Outdoor Amphi-Theatre, Swimming Pool, Botanical Gardens & Green Houses.
ARTLANTISARTLANTIS
HAND SKETCHESHAND SKETCHES
GSPublisherEngine 0.3.100.100
MACHANULE IVAN AB241-1267/2012
GSPublisherEngine 0.3.100.100 MACHANULE IVAN AB241-1267/2012
PHASE 1 PHASE 1
PHASE 1
PHASE 1
PHASE 1
PHASE 2
PHASE 2
PHASE 2 PHASE 1
PHASE 3
PHASE3
PHASE 2
GREEN-
HOUSES
GREEN-
HOUSES
ANIMAL
HOUSES
PHASE 3
PHASE3
PHASE3
PHASE 3
PHASE 1
SOCCER
PITCH
BADMINTON
COURT
PHASE 3
PHASE3
MULTI-PURPOSE/DINING HALL
ADMIN. BLOCK
CLINIC & BOARDROOM
WASHROOMS
WASHROOMS
E.C.D. BLOCK
LOWER PRIMARY BLOCK
LOWER PRIMARY BLOCK
(TO BE 1ST
USED AS UPPER CLASSES)
UPPER PRIMARY BLOCK
LIBRARY
BOARDING BLOCK
AMPHI-THEATRE
WASHROOMS
SWIMMINGPOOL
ASSEMBLY
GROUND
ECD PLAY
AREA
ROOFGARDEN
ROOFGARDEN
CONSTRUCTION PHASES
A
A
B
B
C
C
D
D
11
22
33
950 200 1,800 1,650 2,100 950 1,200 2,400 1,750 2,100 1,650 2,400 600 950
950 18,900 950
20,800
200900
300200300
1,500
300200300
1,500
300200300
1,5003002001,200
350200350
1,500
300200300
1,500
400200400
1,000200
2001,2002002,1002002,1002002,100
200
1,5502002,1502002,200
200
1,400200
16,600
950 200 2,000 2,600 1,800 200 1,000 500 2,300 500 1,000 200 2,000 2,600 2,000 950
950 200 1,800 200 2,400 200 1,800 200 5,300 200 1,800 200 2,400 200 1,800 200 950
20,800
200900
300200300
1,500
300200300
1,500
300200300
1,5003002001,200
350200350
1,500
300200300
1,500
400200400
1,000200
2001,2002002,1002002,1002002,100
200
1,5502002,1502002,200
200
1,400200
16,600
200 18,500 200
200 15,100 200 3,197 200200 15,102 200 3,200 200
2009,5002005,2002001,000200
20015,0002001,000200
STORE
LIBRARY
300
T&GCedarFloorChipsFloorFinish
Terrazzo
Floor
Finish
12. All san
11. All rein
10. Drain p
encased
masonry
9. pv denot
8. Depth of
7. Walls be
alternate
4. Any disc
3. All level
building
2. Do not s
5. All work
specific
6. This draw
other rele
1. This draw
CONS
F S
W C
Floor
1. Ceramic
2. Timber f
3. Terrazzo
4. Red Oxi
Skirtings
Ceilings
1. Celotex
Walls
1. Ceramic
2. Paint to
3. Render t
Legend
1. 100x25m
2. 100x25m
3. 100x12.5
4. 100x12.5
PV- Perma
IC- Inspec
MH- Man H
HWC- Hot
GT- Gulle
FT- Floor
Finishes
13. All road
DETAILED PLAN LAYOUT
WORKING DRAWINGS
DETAILED PLAN
UZIMASCHOOLLIBRARY
This is my THIRD YEAR PROJECT which involved Design of a PRIMARY SCHOOL for Uzima TrustFund Organisation based in Dandora Kenya.
Included Admin Block,36 Classrooms, A Boarding Home, Outdoor Amphi-Theatre, Swimming Pool, Botanical Gardens & Green Houses.
ACADEMIC WORKSACADEMIAWORKS
ARTLANTISARTLANTIS
ARCHICADARTLANTIS
MODELS
This is my THIRD YEAR PROJECT which involved Design of a PRIMARY SCHOOL for Uzima TrustFund Organisation based in Dandora Kenya.
Included Admin Block,36 Classrooms, A Boarding Home, Outdoor Amphi-Theatre, Swimming Pool, Botanical Gardens & Green Houses.
ACADEMIAWORKS
GSPublisherEngine 0.11.100.100
ACADEMIC WORKSACADEMIAWORKS
ELEVATIONAL SECTION ELEVATION
This is my THIRD YEAR PROJECT which involved Design of a Fully DETAILED MULTI-PURPOSE HALL using TIMBER As the main Material.
Included a Vast Exhibition Space On the Ground Floor and Galleries on the Floor Above.
ARTLANTIS
ARCHICAD
HAND SKETCHES
ARTLANTIS
GSPublisherEngine 0.4.100.100
MACHANULE IVAN G.
AB241-1267/2012
TIMBERMULTIPURPOSEFACILITY
150mm Dia Treated Cypress Floor Joist
25mm Thick T & G Timber Flooring using Treated Cedar Chips
Countersank 20mm Dia Mild Steel Bolt Bolted Through
150mm Dia Timber Joists to 12mm Thick Mild Steeel shoe
12mm Thick Mild Steel Shoe Bolted To 15omm Dia
Mahogany Pole Joist To Hold 150mm Dia Mahogany Column
150mm Dia Treated Cypress Joist
150mm Dia Treated Mahogany Pole
25mm Thick Insulation Membrane
25mm Thick Insulation Membrane
25mm Thick T & G Timber Flooring using Treated Cedar Chips
150mm Dia Treated Cypress Floor Joist
Contersank 20mm Dia Mild Steel Bolt Bolted Through
150mm Dia Timber Joists to 12mm Thick Mild Steeel shoe
12mm Thick Mild Steel Shoe Bolted To 15omm Dia
Mahogany Pole Joist To Hold 150mm Dia Mahogany Column
150mm Dia Treated Cypress Joist
150mm Dia Treated Mahogany Pole
30mm Thcik Herringbone
Strutting Between Joists
150mm Dia Treated Cypress Floor Joist
25mm Thick T & G Timber Ceiling
using Treated Cedar Chips
150mm Dia Treated Cypress Joist
150mm Dia Treated Mahogany Pole
Countersank 20mm Dia Mild Steel Bolt
Bolted Through 150mm Dia Timber
Joists to 12mm Thick Mild Steeel shoe
25mm Thick T & G Timber Strip
Flooring using Treated Cedar Chips
25mm Thick Insulation Membrane
25mm Thick Insulation Membrane
25mm Thick Insulating Membrane
with water proofing properties
20mm Thick Sheathing Ply Wood
With Moisture Check On Top
225x150mm Mild Steel SolePlate
75x25mm
HW Skirting
150mm Thick RC Slab
25mm Thick Timber Flooring Boards
on 25mm Thick Insulating Membrane
Hardcore
Floor Clip With Pointed Flangers
For Setting In RC Concrete With
Slots For Nailing To Timber Joists
Countersank 6mm
Stainless Steel Screws
Countersank 6mm
Stainless Steel Screws
150mm Dia Treated Cypress Joist
25mm Thick Plaster Board Inner Lining
25mm Thick Insulating Membrane
Ground Level
Countersank 20mm Dia Mild Steel Bolt
150mm Dia Treated Cypress Pole
12mm Thick Mild Steel Pocket Welded To
12mm Thick Mild Steel Curved Angle Plate
Hold 140mm Dia Inclined Mahogany Column
20mm Dia Mild Steel Bolt Bolted To
12mm Thick Mild Steel Circular Pocket
Using 12mm Thick Mild Steel Washer
12mm Thick Mild Steel Curved Angle plate
Welded To 12mm Mild Steel Thick Circular Pocket
20mm Dia Mild Steel Bolt Bolted To 15omm Dia
Mahogany Column Using 6mm Thick Mild Steel Washer
12mm Thick Mild Steel Curved Angle plate
Bolted To 15omm Dia Mahogany Column
15omm Dia Properly Seasoned & Treated Mahogany Column
10mm Dia Mild Steel Bolt Bolted To 15Omm Thick
Mahogany Column Using 6mm Thick Mild Steel Washer
4Inches Stainless Steel Nails
150mm Dia Treated Cypress Rafter
DETAIL D1
EXTERNAL WALLING CLADDING
DETAIL D1
DETAIL D10
DETAIL D9
POLES & LOGS
DETAILS
DETAILSFORSECTIONS-01
GSPublisherEngine 0.4.100.100
MACHANULE IVAN G.
AB241-1267/2012
TIMBERMULTIPURPOSEFACILITY
Countersank 12mm Dia Mild Steel Bolt
12mm Dia Mild Steel Bolt Bolted To 15Omm Thick
Mahogany Column Using 6mm Thick Mild Steel Washer
15omm Dia Properly Seasoned & Treated Mahogany Pole
12mm Thick Mild Steel Plate Driven Into
Mahogany Pole Chiseled Pocket & Welded Onto
100mm Dia Mild Steel Footing`Raised By 100mm
To Avoid Rotting
Reinforced Concrete Pile
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Dia Mild Steel J Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
12mm Dia Mild Steel Bolt Bolted To 15Omm Thick
Mahogany Beam Using 6mm Thick Mild Steel Washer
15omm Dia Properly Seasoned & Treated Mahogany Pole
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Thick Mild Steel Plate Driven Into
Mahogany Pole Chiseled Pocket & Welded Onto
100mm Dia Mild Steel Footing
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
Reinforced Concrete Pile
12mm Dia Mild Steel J Bolt Grouted To Concrete Pile
Reinforced Concrete Pile
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Dia Mild Steel J-Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
12mm Thick 100mm Dia Circular Mild Steel Pocket
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel Bolt Grouted
Into 300mm High Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
Reinforced Concrete Pile
12mm Thick 100mm Dia Circular Mild Steel Shoe
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
12mm Dia Mild Steel J Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel Bolt Grouted
Into 300mm High Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
Reinforced Concrete Pile
12mm Thick 100mm Dia Circular Mild Steel Shoe
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
12mm Dia Mild Steel J Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate AboveReinforced Concrete Pile
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Dia Mild Steel J-Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
12mm Thick 100mm Dia Circular Mild Steel Pocket
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
POLES & LOGS
DETAILS
DETAILSFORSECTIONS-01
DETAIL D4 DETAIL D4
DETAIL D5 DETAIL D3
MBERMULTIPURPOSEFACILITY
1,200 150 1,200
100
1,400 2,700 150 6,500 1,000
1502,45050
100150
502,650150
100
100
1502,5755,550500
160110
175
7,000
8,200
1501,950
DETAIL D1
DETAIL D2
DETAIL D3
DETAIL D5
DETAIL D4 DETAIL D6
DETAIL D8
15omm Dia Properly
Seasoned & Treated
Mahogany Column
30 GAUGE PRE-PAINTED GALVANIZED BOX PROFILE IRON SHEETS NAILED
TO 150mm Dia MAHOGANY PURLINS & WITH BITUMEN MOULDS APPLIED TO
ALL NAIL HEADS TO MAKE THE CONNECTIONS WATERPROOF
STEEL CASEMENT
WINDOW TO SCHEDULE
STEEL CASEMENT
DOOR TO SCHEDULE
DETAIL D13
DETAIL D7
DETAIL D11
DETAIL D10
150mm Dia Treated
Mahogany 1st
Floor Joists
Protruding To Form Pergolas
Solar Pannels bolted to
Roof Structural members
DETAIL
D9
Countersank 20mm Dia Mild Steel Bolt
150mm Dia Treated Cypress Pole
12mm Thick Mild Steel Pocket Welded To
12mm Thick Mild Steel Curved Angle Plate
Hold 140mm Dia Inclined Mahogany Column
20mm Dia Mild Steel Bolt Bolted To
12mm Thick Mild Steel Circular Pocket
Using 12mm Thick Mild Steel Washer
20mm Dia Mild Steel Bolt Bolted To 15omm Dia
Mahogany Column Using 6mm Thick Mild Steel Washer
12mm Thick Mild Steel Curved Angle plate
Bolted To 15omm Dia Mahogany Column
15omm Dia Properly Seasoned & Treated Mahogany Column
10mm Dia Mild Steel Bolt Bolted To 15Omm Thick
Mahogany Column Using 6mm Thick Mild Steel Washer
4Inches Stainless Steel Nails
150mm Dia Treated Cypress Rafter
DETAIL D1
Heading Joints Staggered
T & G Strip Flooring
50x38 mm Battens
Floor Clips
Bitumen Membrane
100mm Concrete
Hardcore
50mm Fine Concrete
600mmSpacing 350
150
15omm Dia Properly Seasoned & Treated Mahogany Column
12mm Dia Mild Steel Bolt Bolted To 15Omm Thick
Mahogany Beam Using 6mm Thick Mild Steel Washer
Countersank 12mm Dia Mild Steel Bolt
15omm Dia Properly Seasoned & Treated Mahogany Beam
Batten Fixed In Here
DETAILS
DETAILSFORSECTIONS-01
POLES & LOGS
DETAIL D1
DETAIL D2
DETAIL D6
SECTION S-01
MACHANULE IVAN G.
AB241-1267/2012
TIMBERMULTIPURPOSEFACILITY
Countersank 12mm Dia Mild Steel Bolt
12mm Dia Mild Steel Bolt Bolted To 15Omm Thick
Mahogany Column Using 6mm Thick Mild Steel Washer
15omm Dia Properly Seasoned & Treated Mahogany Pole
12mm Thick Mild Steel Plate Driven Into
Mahogany Pole Chiseled Pocket & Welded Onto
100mm Dia Mild Steel Footing`Raised By 100mm
To Avoid Rotting
Reinforced Concrete Pile
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Dia Mild Steel J Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
12mm Dia Mild Steel Bolt Bolted To 15Omm Thick
Mahogany Beam Using 6mm Thick Mild Steel Washer
15omm Dia Properly Seasoned & Treated Mahogany Pole
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Thick Mild Steel Plate Driven Into
Mahogany Pole Chiseled Pocket & Welded Onto
100mm Dia Mild Steel Footing
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
Reinforced Concrete Pile
12mm Dia Mild Steel J Bolt Grouted To Concrete Pile
Reinforced Concrete Pile
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Dia Mild Steel J-Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
12mm Thick 100mm Dia Circular Mild Steel Pocket
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel Bolt Grouted
Into 300mm High Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
Reinforced Concrete Pile
12mm Thick 100mm Dia Circular Mild Steel Shoe
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
12mm Dia Mild Steel J Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel Bolt Grouted
Into 300mm High Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
Reinforced Concrete Pile
12mm Thick 100mm Dia Circular Mild Steel Shoe
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
12mm Dia Mild Steel J Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate AboveReinforced Concrete Pile
16mm Dia Mild Steel Reinforcement Bars Tied At
600mm Center To Centre Using 6mm Mild Steel Bars
12mm Dia Mild Steel J-Bolt Grouted
Into 300mm High Concrete Pile
12mm Dia Mild Steel J-Bolt
Grouted To Concrete Pile
12mm Thick Mild Steel Plate Fixed Onto
Concrete Pile And Welded Onto 6mm
Thick Mild Steel Plate Above
100mm Dia Properly Seasoned & Treated Mahogany Pole
12mm Thick 100mm Dia Circular Mild Steel Pocket
Welded Onto 12mm Thick Plate To Hold 100mm Dia
Mahogany Pole
POLES & LOGS
DETAILS
DETAIL D4 DETAIL D4
DETAIL D5 DETAIL D3
GSPublisherEngine 0.7.100.100
MACHANULE IVAN G.
AB241-1267/20Worksheet
This is my THIRD YEAR PROJECT which involved Design of a Fully DETAILED MULTI-PURPOSE HALL using TIMBER As the main Material.
Included a Vast Exhibition Space On the Ground Floor and Galleries on the Floor Above.
ACADEMIC WORKSACADEMIAWORKS STRUCTURAL FRAMEWORK
ARCHICAD
MODELS
This is my THIRD YEAR PROJECT which involved Design of a Fully DETAILED MULTI-PURPOSE HALL using TIMBER As the main Material.
Included a Vast Exhibition Space On the Ground Floor and Galleries on the Floor Above.
TIMBERACADEMIAWORKS
This involved interior design of an already existing plan for The Kiambu Governor.
It Included Furniture Design and Arrangement.
INTERIOR DESIGNACADEMIAWORKS
ARTLANTISARTLANTIS
ARTLANTIS
This involved design of a unique & complete staircase.
INTERIOR DESIGNACADEMIAWORKS
ARTLANTISARTLANTIS
ARTLANTIS
These are my FIRST YEAR SKETCHES for a CLASS PROJECT.)
SKETCHBOOK ACADEMIC WORKS
PENCIL ON CARTRIDGE PAPER
PENCIL ON CARTRIDGE PAPER PENCIL ON CARTRIDGE PAPER
PENCIL ON CARTRIDGE PAPER
SKETCH
BOOK
ART WORKS
TAILOR-MADE STATIONARY STANDS
TAILOR-MADE STATIONARY STANDS
PotraitDrawingForAClient(12Hours)
PotraitDrawingForAClient(13Hours)
2013
SKETCHBOOK
PENCIL ON CARTRIDGE PAPERPENCIL ON CARTRIDGE PAPER
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ART WORKS
2014
PotraitDrawingForAClient(16Hours)
Potrait Drawing For A Client
16 HOURS
14 HOURS13 HOURS
Potrait Drawing For A Client
16 HOURS
Potrait Drawing Potrait Drawing For A Client
SKETCHBOOK
PENCIL ON IVORY PAPER
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PORTFOLIO

Architectural Portfolio

  • 1.
    Macha ule Ivan ivanmachanule@gmail.com P.O. Box39 , Embu PORTFOLIO J.K.U.A.T. Bachelor of Architecture Finished 3rd yr , APRIL 2015 Student +254719548773 ivanmachanule@yahoo.com
  • 2.
    TABLE OF CONTENT 1. PROFESSIONAL WORKS 2.INTERNSHIP WORKS 3. ACADEMIC WORKS 4. ARTISTIC WORKS5. SKETCHES DESIGN WORKS
  • 3.
    DESIGN INTERESTS SOFTWARE SKILLS DESIGNINTERESTS GRAPHICAL SKILLS TECHNICAL UNDERSTANDING ARCHICAD ARTLANTIS SKETCH-UP & V-RAY ADOBE PHOTOSHOP ADOBE ILLUSTRATOR ADOBE INDESIGN AUTOCAD TECHNICAL DRAWINGS LAYOUT DRAWINGS 3D MODELLING RENDERINGS MODEL MAKING HAND SKETCHING HIGH RISE BUILDINGS SOCIAL TYPE HOUSING COMMERCIAL BUILDINGS MATERIALS SUSTAINABILITY INDUSTRIAL BUILDINGS INTERIOR DESIGN STRUCTURES LIGHTING DESIGN CONSTRUCTION DETAILS
  • 4.
  • 5.
    PROFESSIONALWORKS PROPOSED MANSION Proposedmansion to be constructed in Coast with the covered terrace, bedroom & family room balconies overlooking the beach 1 ARTLANTISARTLANTIS ARTLANTIS
  • 6.
    F RG 7,100 25,250 400 1,750 50 200 1,400200 4,300 200 1,500 200 2,200 200 2,300 200 3,100 200 1,200 200 1,800 200 3,200 200 50 200 400 600 400 200 600 1,200 700 1,200 600 350 1,200 350 2,200 200 450 1,400 450 200 800 1,600 700 200 300 900 200 450 900 450 200 1,000 1,200 1,000 200 17,950 502003,000 200 1,9002004,8002004,200200 50 2,150800 50 300400 1,150 400 950 200 450 1,000 450 250 900 200 700 250 1,500 300 700 200 200 600 1,200 600 1,200 60020050 2,150800 500 400 1,750 50 200 4,150 50 200 2,200 200 7,000 200 5,200 200 50 3,150 200 50 600 26,350 50 200 600 1,200 600 1,200 600 200 500 1,500 200 200 200 2,300 250 1,500 250 2,300 200 200 600 1,500 1,000 1,500 600 200 50 850 1,000 1,300 200 17,800 1,000 200 2,200 200 1,900 200 1,9002003,300200 50750 2003,7008001,000 50 200 2,200 200 450 1,000 450 200 450 1,000 450 200 200 600 1,700 600 200 300 600 3003,700800 400 200 4,200 200 500 1,200 500 200 7,000 200 600 200 1,500 2,900 200 200 2,000 200 3,100 100 1,200 200 7,000 200 5,200 200 200 2,000 200 1,800 100 1,100 200 8,400 200 5,200 200 200 600 3,700 200 1,500 200 2,200 200 2,300 200 3,100 200 400 1,100 400 200 1,100 200 2,700 500 200 2001,700 200 1,200 200 2,2002004,0002004,500 400 2003,0002004,8002004,200200 200 1,800 200 500 2,700 200 200950900 275 850 225 1,900200 6004002,300 650 400 2,175 400 2,375 400 650 6503003,550200 5,000 3,400 0.150 0.000 R 1,100 S-01S-01 S-02 S-02 E-01 E-03 ENTRANCE LOBBY GUEST LOUNGE DINING SUNKEN LOUNGE KITCHEN PANTRY BATH GUEST BEDROOM TERRACE KITCHEN YARD GUEST BATH DSQ SUNKEN BAR BEDROOM 1 LAUNDRYCLOAK ROOM UP BBQ AREA PAVING ENTRANCE closet closet closet DrinkShelves closet Shelves closet BATH Drinkingtop E-04 E-02 terazzo tile ff. arched opening terazzo tile ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. cer tile ff. cer tile ff. cer tile ff. cer tile ff. cer tile ff.cer tile ff. cer tile ff. certileff. Engineered timber ff. archedopening arched opening archedopening archedopening Engineered timber ff. PV PVPV PVPVPV PV PVPV PV PV PV PV PV PV PV PV PV PVPVPV PVPVPVPVPVPV PV PV PV PV PVPV PV PV PV PV PV PV PV archedopening PV PV PV PV terazzo tile ff. 0.1502.5500.4500.1502.4000.4500.075 0.000 Groung Floor +3150.00 STORY 1 +6150.00 Family Room Lounge Balcony Balcony Terrace MAIN HOUSE PL GROUND FLOOR PLAN F RG 7,100 25,250 400 1,750 50 200 1,400 200 4,300 200 1,500 200 2,200 200 2,300 200 3,100 200 1,200 200 1,800 200 3,200 200 50 200 400 600 400 200 600 1,200 700 1,200 600 350 1,200 350 2,200 200 450 1,400 450 200 800 1,600 700 200 300 900 200 450 900 450 200 1,000 1,200 1,000 200 17,950 502003,000 200 1,9002004,8002004,200200 50 2,150800 50 300400 1,150 400 950 200 450 1,000 450 250 900 200 700 250 1,500 300 700 200 200 600 1,200 600 1,200 60020050 2,150800 500 400 1,750 50 200 4,150 50 200 2,200 200 7,000 200 5,200 200 50 3,150 200 50 600 26,350 50 200 600 1,200 600 1,200 600 200 500 1,500 200 200 200 2,300 250 1,500 250 2,300 200 200 600 1,500 1,000 1,500 600 200 50 850 1,000 1,300 200 17,800 1,000 200 2,200 200 1,900 200 1,9002003,300200 50750 2003,7008001,000 50 200 2,200 200 450 1,000 450 200 450 1,000 450 200 200 600 1,700 600 200 300 600 3003,700800 400 200 4,200 200 500 1,200 500 200 7,000 200 600 200 1,500 2,900 200 200 2,000 200 3,100 100 1,200 200 7,000 200 5,200 200 200 2,000 200 1,800 100 1,100 200 8,400 200 5,200 200 200 600 3,700 200 1,500 200 2,200 200 2,300 200 3,100 200 400 1,100 400 200 1,100 200 2,700 500 200 2001,700 200 1,200 200 2,2002004,0002004,500 400 2003,0002004,8002004,200200 200 1,800 200 500 2,700 200 200950900 275 850 225 1,900200 6004002,300 650 400 2,175 400 2,375 400 650 6503003,550200 5,000 3,400 0.150 0.000 R 1,100 S-01S-01 S-02 S-02 E-01 E-03 ENTRANCE LOBBY GUEST LOUNGE DINING SUNKEN LOUNGE KITCHEN PANTRY BATH GUEST BEDROOM TERRACE KITCHEN YARD GUEST BATH DSQ SUNKEN BAR BEDROOM 1 LAUNDRYCLOAK ROOM UP BBQ AREA PAVING ENTRANCE closet closet closet DrinkShelves closet Shelves closet BATH Drinkingtop E-04 E-02 terazzo tile ff. arched opening terazzo tile ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. Engineered timber ff. cer tile ff. cer tile ff. cer tile ff. cer tile ff. cer tile ff.cer tile ff. cer tile ff. certileff. Engineered timber ff. archedopening arched opening archedopening archedopening Engineered timber ff. PV PVPV PVPVPV PV PVPV PV PV PV PV PV PV PV PV PV PVPVPV PVPVPVPVPVPV PV PV PV PV PVPV PV PV PV PV PV PV PV archedopening PV PV PV PV terazzo tile ff. 0.1502.5500.4500.1502.4000.4500.075 0.000 Groung Floor +3150.00 STORY 1 +6150.00 Family Room Lounge Balcony Balcony Terrace MAIN HOUSE PL GROUND FLOOR PLAN GSPublisherEngine 0.20.100.100 0.1502.5500.4500.1502.4000.4500.075 0.000 Groung Floor +3150.00 STORY 1 +6150.00 Steel casement window to schedule Kenya clay tiles on 50x25mm battens on Gauge 32 G.C.I. sheets on 100x50mm purlins on 100x75mm rafters on 100x75mm wallplates treated with appropriate insecticide.(Roof pitch 250 ) 150mm thick concrete bedding on A142BRC Mesh on 1000 gauge Polythene DPM on 50mm Blinding on 300mm thick hand packed well compacted murram Hardcore 225 x25mm timber fascia board painted to approval Trusses to structural eng's details. Raked and Keyed Machine-cut Quarry stones bonded with 12mm thick cemen/sand mortar to Architect's approval Wall Plastered and painted to Arch's Approval Steel casement window to schedule 600mm High Bush Hammered red yellow stone wall finished to Arch's approval Quoins,to Arch's approval Stair Case Family Room Lounge Balcony Balcony Terrace Entry Verandah SECTION S-01 PVPVPVPV PVPV PV PROFESSIONALWORKS PROPOSED MANSION Proposed mansion to be constructed in Coast with the covered terrace, bedroom & family room balconies overlooking the beach Ground Floor Plan PROFESSIONALWORKS PROPOSED MANSION Proposed mansion to be constructed in Coast with the covered terrace, bedroom & family room balconies overlooking the beach Ground Floor Plan 1 ARCHICADARTLANTIS ARCHICAD
  • 7.
    PROFESSIONALWORKS PROPOSED MANSION Proposed4 Bedroom mansion to be constructed in Juja South Estate 2 ARTLANTISARTLANTIS ARTLANTIS
  • 8.
    PROFESSIONALWORKS PROPOSED MANSION Proposed4 Bedroom mansion to be constructed in Juja South Estate 2 A A B B C C D D E E F F G G H H I I J J Steel casement window to schedule 150mm thick concrete bedding on A142BRC Mesh on 1000 gauge Polythene DPM on 50mm Blinding on 300mm thick hand packed well compacted murram Hardcore +600.00 mm High Bush Hammered red yellow stone wall finished to Arch's approval Raked and Keyed Machine-cut Quarry stones bonded with 12mm thick cemen/sand mortar to Architect's approval Kenya clay tiles on 50x25mm battens on Gauge 32 G.C.I. sheets on 100x50mm purlins on 100x75mm rafters on 100x75mm wallplates treated with appropriate insecticide.(Roof pitch 250 ) 225 x25mm timber fascia board painted to approval Quoins to Arch's approval Doric Column To Arch's Detail & Approval +0.00 Ground Floor +3100.00 First Floor +6100.00 Wall Plate Wooden Door to schedule Wall Master to Arch's approval Railing to Detail to Arch's approval PVPVPVPVPVPVPVPV PV PV PV PV PV PV PV Clothes Hanging Lines GSPublisherEngine 0.11.100.100 12. All sanitary works to the entire satisfaction of MoH 11. All reinforced concrete work to Structural Engineer's drawings 10. Drain pipes passing under tarmac, driveways, and buildings to be encased in 150mm thick concrete sorround masonry and r.c. work 9. pv denotes permanent air vents over doors and windows as shown on drawings, 8. Depth of foundations to be decided on site 7. Walls below 200mm thick to be reinforced with hoop iron at every alternate course 4. Any discrepancies to be reported to the office of the consultant 3. All levels and dimensions to be checked on site before any building work commences 2. Do not scale off this drawing 5. All work to be strictly in accordance to with the standard specifications and notes 6. This drawing is to be read in conjunction with specifications and all other relevant drawings 1. This drawing is copyright DRAWING TITLE designed drawn checked Architect No. DATE REVISIONS SIGN project no. drwg. no. 2. Timber floor boards to architect's spec's 3. Terrazzo floor tiles to architect's spec's 4. Red Oxide paint on cement screed Skirtings Ceilings 1. Celotex ceiling board Walls 1. Ceramic wall tiles to architect's spec's 2. Paint to architect's spec's 3. Render to architect's spec's Legend 1. 100x25mm thick skirting tile 2. 100x25mm thick timber skirting 3. 100x12.5mm thick rerrazzo skirting 4. 100x12.5mm thick cement screed skirting PV- Permanent Vent IC- Inspection Chamber MH- Man Hole HWC- Hot Water Cylinder GT- Gulley Trap FT- Floor Trap date SHEET TITLE DRAWING TYPE 13. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings revisions PROJECT Architect's Signature CLIENT WORKING DRAWINGS 25-6-2014 PROPOSED MANSIONETTE JAMES NJUE NJERU B.I.C- Built In Closet SCALE 1:50 Machanule Ivan 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 200 800 600 2,850 1,000 2,100 6,600 5,250 600 450 3600 200 24,750 2009005002,3006002004,800200600 300 600500 450 200 12,350 2009901,550 250 5001,300500 250 9505,700200 12,350 1,950 10,800 5,450 1,300 450 3,600 200 24,750 CARPORT ENTRY VERANDAH Hanging Lines MAIN ENTRANCE RAIN WATER STORAGE TANK I.C. I.C. I.C. I.C. I.C. I.C. I.C. I.C. SEPTIC TANK ARTLANTISARCHICAD ARCHICAD
  • 9.
    52.63%26.32%26.32% RGRG F Autoclave Incubator Clean Bench LABORATORY INSPECTION OFFICE WASHROOM PRE-CHILL COOLERROOM HOLDING COOLERROOM LADIES SMOKE ROOM EMERGENCY SLAUGHTER MAIN LAIRAGE CONTROL LAIRAGE Water Trough WaterTrough CONDEMNED MEAT PIT Locker Area GENTS Locker Area First-Aid Room OFFAL ROOM MAIN SLAUGHTER ROOM BLEEDINGAREA STUNNINGAREA Cabinet DEBONING & CURING AREA PACKAGING AREA Sawdust Store FREEZER STORE ROOM KITCHEN RETAIL & STORAGE AREA CHIEF TECHNOLOGIST OFFICE ACCOUNTANT'S OFFICE RECEPTION UP OPEN CAFETERIA AREA GENTSLADIES SHOP 1 SHOP 2 SHOP 3 SHOP 4 LANDSCAPED GROUND ADJUSTABLEMILDSTEEL OFFLOADINGCHUTE STUNNING & BLEEDING AREA MAIN ROAD Urinal Urinal SMOKE HOUSE RETAIL POINT ServingCounter WorkingTop Storage Cabinets PEDESTRIAN WALK PEDESTRIAN WALK CLEANINGSTORE OPEN ENTRANCE VERANDAH PORT CORCHE SLIDING GATE PEDESTRIANWALK AMBULANCEPARKING BULKORDER PICK-UPPOINT Concrete Screed ff Concrete Screed ff General Cleaning Room Cleaning Cabinet Cleaning BLOOD SEPTIC TANK SEPTIC TANK SHSHSHSH SH SH SH SH Glazed Quarry Tile Resin Flooring Resin Flooring Resin Flooring Resin Flooring Resin FlooringResin Flooring ResinFlooring ResinFlooring Resin Flooring Terrazzo Flooring Glazed Ceramic Tile ff GlazedCeramicTileff Glazed Ceramic Tile ff Resin Flooring Resin FlooringResin Flooring Resin Flooring ResinFlooring ResinFlooring ResinFlooring ResinFlooring GlazedCeramicTileff Resin Flooring Glazed Ceramic Tile ff Glazed Ceramic Tile ff Terrazzo Flooring Glazed Ceramic Tile ff Glazed Ceramic Tile ff Glazed Ceramic Tile ff Glazed Ceramic Tile ff Resin Flooring Glazed Ceramic Tile ffGlazed Ceramic Tile ff Glazed Ceramic Tile ff Glazed Ceramic Tile ff Glazed Ceramic Tile ff GATE HOUSEWC PROFESSIONALWORKS PROPOSED MEAT Proposed Class E Meat Plant complete with all required spaces & supporting facilities PLANT ARTLANTISARTLANTIS ARCHICAD
  • 10.
  • 11.
    GSPublisherEngine 0.11.100.100 12. Allsanitary works to the entire satisfaction of MoH 11. All reinforced concrete work to Structural Engineer's drawings 10. Drain pipes passing under tarmac, driveways, and buildings to be encased in 150mm thick concrete sorround masonry and r.c. work 9. pv denotes permanent air vents over doors and windows as shown on drawings, 8. Depth of foundations to be decided on site 7. Walls below 200mm thick to be reinforced with hoop iron at every alternate course 4. Any discrepancies to be reported to the office of the consultant 3. All levels and dimensions to be checked on site before any building work commences 2. Do not scale off this drawing 5. All work to be strictly in accordance to with the standard specifications and notes 6. This drawing is to be read in conjunction with specifications and all other relevant drawings 1. This drawing is copyright DRAWING TITLE designed drawn checked Architects No. DATE REVISIONS SIGN project no.drwg. no. 1. Ceramic floor tiles to architect's spec's 2. Timber floor boards to architect's spec's 3. Terrazzo floor tiles to architect's spec's 4. Red Oxide paint on cement screed Skirtings Ceilings 1. Celotex ceiling board Walls 1. Ceramic wall tiles to architect's spec's 2. Paint to architect's spec's 3. Render to architect's spec's Legend 1. 100x25mm thick skirting tile 2. 100x25mm thick timber skirting 3. 100x12.5mm thick rerrazzo skirting 4. 100x12.5mm thick cement screed skirting PV- Permanent Vent IC- Inspection Chamber MH- Man Hole HWC- Hot Water Cylinder GT- Gulley Trap FT- Floor Trap date SHEET TITLE DRAWING TYPE 13. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings revisions PROJECT M.O.D J.O J.M.N P.O BOX 4475-NAIROBI 00506 TEL: 020-2344337 Email: Cadplanarch@gmail.com info@cadplan.co.ke Website: www.cadplan.co.ke Architect's Signature CP(DD)[00-105]13DD[00-105] CLIENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AA BB CC DD 1 1 2 2 3 3 4 4 25300 2,200 200 450 1,200 1,200 1,200 750 200 550 750 500 750 500 750 500 750 500 750 500 750 500 750 500 750 550 200 1,0001,000 800 1,000 1,000 350 700 350 2,200 200 4,800 200 10,600 200 4,800 200 1,000 200 300 300 300 12,000 2002,8002005,6002002,800200 2002,800200 600 7502,700 750 800 200150 9001,750200 200 450 1,500 450 250 800 400 800 150 200 645 750 500 750 500 750 500 750 500 750 500 750 500 750 500 750 455 200 1,000 1,000 800 1,000 1,000 200 150 700 150 200 200 2,400 100 1,100 100 1,100 200 10,600 200 4,800 200 1,000 200 2003,5001,2002,0009002003,800200 4,6503601,580 360 6502003,800 200 2,400 100 1,100 100 1,100 200 10,600 200 4,800 200 1,000 200 2002,0001001,5002003,8002003,800200 2002,8002005,600200 150 9001,750200 2003,8002003,6002003,800200 2003,8002007002,000900 200300 3003,200200 300 300 300 2,200 200 4,800 200 10,600 500 5,700 200 200 4,800 200 10,600 200 4,800 200 1,200 S-03S-03 E-01 E-02 E-03 E-04 Church roomFoyer Non-Slip Cer. Tiles ff Office Non-Slip Cer. Tiles ff Forecourt Polished Terrazo ff Altar Non-Slip Cer. Tiles ff Sacristy Non-Slip Cer. Tiles ff Chair Stock Non-Slip Cer. Tiles ff Gents Non-Slip Cer. Tiles ff Non-Slip Cer. Tiles ff Ladies Non-Slip Cer. Tiles ff Step2 Step1 Step3 Step 2 Step 1 Step 3 Step 4 Step 5 T=300 R=150 T=500 R=150 PVPV PVPVPVPVPVPVPVPVPVPVPV PV PV PVPVPV PVPVPVPVPVPVPVPVPVPV PV PV PV PV PV PV GROUND FLOOR PLAN INTERNSHIPWORKS PROPOSED NANYUKI Proposed Nanyuki Church. It involved Modification of a sketched design outline. I was fully incharge of the whole process from Design stage to Production of working drawings. CHURCH Ground Floor Plan @ CADPLAN ARCHITECTS ARTLANTISARCHICAD ARTLANTIS
  • 12.
    A A B B C C D D PV 0.000 5.700 3.100 PV PV PVPV PV PV PV PV PV PV PV PV PV CHURCH ROOMFOYER ALTAR FORE- COURT PV Steel casement window to schedule Kenya clay tiles on ex100x50mm purlins on 100x75mm rafters on 100x50mm wallplates treated with appropriate isecticide.(Roof pitch 250) 150mm thick concrete bedding on A142BRC Mesh on 1000 gauge Polythene DPM on 50mm Blinding on 300mm thick hand packed well compacted murram Hardcore 600mm High Bush Hammered red yellow stone wall finished to Arch's approval 225 x25mm timber fascia board painted to approval Raked and Keyed Machine-cut Quarry stones bonded with 12mm thick cemen/sand mortar to Architect's approval SECTION X -X GSPublisherEngine 0.11.100.100 12. All sanitary works to the entire satisfaction of MoH 11. All reinforced concrete work to Structural Engineer's drawings 10. Drain pipes passing under tarmac, driveways, and buildings to be encased in 150mm thick concrete sorround masonry and r.c. work 9. pv denotes permanent air vents over doors and windows as shown on drawings, 8. Depth of foundations to be decided on site 7. Walls below 200mm thick to be reinforced with hoop iron at every alternate course 4. Any discrepancies to be reported to the office of the consultant 3. All levels and dimensions to be checked on site before any building work commences 2. Do not scale off this drawing 5. All work to be strictly in accordance to with the standard specifications and notes 6. This drawing is to be read in conjunction with specifications and all other relevant drawings 1. This drawing is copyright DRAWING TITLE designed drawn checked Architects No. DATE REVISIONS SIGN project no.drwg. no. C- Ceiling Floor 1. Ceramic floor tiles to architect's spec's 2. Timber floor boards to architect's spec's 3. Terrazzo floor tiles to architect's spec's 4. Red Oxide paint on cement screed Skirtings Ceilings 1. Celotex ceiling board Walls 1. Ceramic wall tiles to architect's spec's 2. Paint to architect's spec's 3. Render to architect's spec's Legend 1. 100x25mm thick skirting tile 2. 100x25mm thick timber skirting 3. 100x12.5mm thick rerrazzo skirting 4. 100x12.5mm thick cement screed skirting PV- Permanent Vent IC- Inspection Chamber MH- Man Hole HWC- Hot Water Cylinder GT- Gulley Trap FT- Floor Trap date SHEET TITLE DRAWING TYPE 13. All roads, storm water drainage and foul sewerage to Civil Engineer's drawings revisions PROJECT M.O.D J.O J.M.N P.O BOX 4475-NAIROBI 00506 TEL: 020-2344337 Email: Cadplanarch@gmail.com info@cadplan.co.ke Website: www.cadplan.co.ke Architect's Signature CP(DD)[00-105]13DD[00-105] CLIENT AA BB CC DD 1 1 2 2 3 3 4 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 S-03S-03 E-01 E-02 E-03 E-04 12,000 2002,8002005,6002002,800200 2002,800200 600 7502,700 750 8002002,800200 24,400 350 50 100 1,700 200 15,600 200 4,800 200 1,000 200 50 100 1,700 200 1,700 1,000 1,000 1,200 10,700 6,200 200 2003,5008,100200 2002,8002005,6002002,800200 2,200 200 450 1,500 725 750 450 750 1,020 750 500 750 500 750 500 2,000 500 750 500 750 500 750 455 200 1,000 1,000 800 1,000 1,000 200 150 700 150 200 2,200 200 450 1,200 1,200 1,200 1,500 750 500 750 500 750 500 2,000 500 750 500 750 500 750 550 200 1,000 1,000 800 1,000 1,000 200 150 700 150 200 2,200 200 15,600 200 4,800 200 1,000 200 24,400 2003,8002003,6002003,800200 2003,8002003,6002003,800200 12,000 200 2,400 300 1,000 1,194 10,706 200 4,800 200 Terrace1 Terrace2 Terrace3 Terrace4 Risers=150 TERRACES Non-SlipCer.Tilesff VOID VOID VOIDVOID PV PVPVPVPVPVPVPVPVPV PV PV PVPV PV FIRST FLOOR PLAN PROPOSED NANYUKI CHURCH Proposed Nanyuki Church. It involved Modification of a sketched design outline. I was fully incharge of the whole process from Design stage to Production of working drawings.@ CADPLAN ARCHITECTS First Floor Plan INTERNSHIPWORKS ARTLANTISARCHICAD ARCHICAD
  • 13.
    Drawing No.:....................................... ProjectTitle: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 16.72 m2 10.23 m2 11.51 m27.40 m2 13.48 m2 13.48 m2 13.48 m2 8.00 m2 OFFICE 1 OFFICE 2 HAIR SALON CYBER CAFE LADIES GENTS CORRIDOR FIRST FLOOR PLAN CLIENT Drawing No.:....................................... Project Title: Version No.:........................................EMMUTETE COMMUNITY BASED ORGANIZATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 30.77 m2 6.27 m2 21.84 m2 6.64 m2 6.64 m2 8.00 m2 CONFERENCE ROOM BOARD ROOM CORRIDOR GENTSLADIES 2nd FLOOR PLAN PROFESSIONALWORKS PROPOSED COMMERCIAL BUILDING Proposed Emmutete Commercial Building in Luanda Constituency,Western Kenya. I was fully incharge of the whole process from Design stage to Production of working drawings.@ CADPLAN ARCHITECTS 2nd Floor Plan 1st Floor Plan Ground Floor Houses A Banking Hall & ATM Booth 3rd Floor Houses Apartment Units ARTLANTISARTLANTIS ARCHICAD
  • 14.
  • 15.
    ACADEMIC WORKS This ismy SECOND YEAR PROJECT which involved designing a YOUTH CENTRE. Included a Restuarant, Multi-It inPurpose Hall, Outdoor Amphi-Theatre, Admin. Block Amongst Other Supporting Facilities. ACADEMIAWORKS SITE PLAN SKETCH CONCEPTUALIZATION SITE SECTION SITE SECTION SPATIAL CONCEPT
  • 16.
    ACADEMIA ACADEMIC WORKSWORKS Thisis my SECOND YEAR PROJECT which involved designing a YOUTH CENTRE. Included a Restuarant, Multi-It inPurpose Hall, Outdoor Amphi-Theatre, Admin. Block Amongst Other Supporting Facilities. COMPOSITE MAP SITE RENDER SKETCH WEST ELEVATION EAST ELEVATION EAST ELEVATION SOUTH ELEVATION
  • 17.
    ACADEMIC WORKSACADEMIAWORKS This ismy THIRD YEAR PROJECT which involved Design of a PRIMARY SCHOOL for Uzima TrustFund Organisation based in Dandora Kenya. Included Admin Block,36 Classrooms, A Boarding Home, Outdoor Amphi-Theatre, Swimming Pool, Botanical Gardens & Green Houses. ARTLANTISARTLANTIS HAND SKETCHESHAND SKETCHES
  • 18.
    GSPublisherEngine 0.3.100.100 MACHANULE IVANAB241-1267/2012 GSPublisherEngine 0.3.100.100 MACHANULE IVAN AB241-1267/2012 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 2 PHASE 2 PHASE 2 PHASE 1 PHASE 3 PHASE3 PHASE 2 GREEN- HOUSES GREEN- HOUSES ANIMAL HOUSES PHASE 3 PHASE3 PHASE3 PHASE 3 PHASE 1 SOCCER PITCH BADMINTON COURT PHASE 3 PHASE3 MULTI-PURPOSE/DINING HALL ADMIN. BLOCK CLINIC & BOARDROOM WASHROOMS WASHROOMS E.C.D. BLOCK LOWER PRIMARY BLOCK LOWER PRIMARY BLOCK (TO BE 1ST USED AS UPPER CLASSES) UPPER PRIMARY BLOCK LIBRARY BOARDING BLOCK AMPHI-THEATRE WASHROOMS SWIMMINGPOOL ASSEMBLY GROUND ECD PLAY AREA ROOFGARDEN ROOFGARDEN CONSTRUCTION PHASES A A B B C C D D 11 22 33 950 200 1,800 1,650 2,100 950 1,200 2,400 1,750 2,100 1,650 2,400 600 950 950 18,900 950 20,800 200900 300200300 1,500 300200300 1,500 300200300 1,5003002001,200 350200350 1,500 300200300 1,500 400200400 1,000200 2001,2002002,1002002,1002002,100 200 1,5502002,1502002,200 200 1,400200 16,600 950 200 2,000 2,600 1,800 200 1,000 500 2,300 500 1,000 200 2,000 2,600 2,000 950 950 200 1,800 200 2,400 200 1,800 200 5,300 200 1,800 200 2,400 200 1,800 200 950 20,800 200900 300200300 1,500 300200300 1,500 300200300 1,5003002001,200 350200350 1,500 300200300 1,500 400200400 1,000200 2001,2002002,1002002,1002002,100 200 1,5502002,1502002,200 200 1,400200 16,600 200 18,500 200 200 15,100 200 3,197 200200 15,102 200 3,200 200 2009,5002005,2002001,000200 20015,0002001,000200 STORE LIBRARY 300 T&GCedarFloorChipsFloorFinish Terrazzo Floor Finish 12. All san 11. All rein 10. Drain p encased masonry 9. pv denot 8. Depth of 7. Walls be alternate 4. Any disc 3. All level building 2. Do not s 5. All work specific 6. This draw other rele 1. This draw CONS F S W C Floor 1. Ceramic 2. Timber f 3. Terrazzo 4. Red Oxi Skirtings Ceilings 1. Celotex Walls 1. Ceramic 2. Paint to 3. Render t Legend 1. 100x25m 2. 100x25m 3. 100x12.5 4. 100x12.5 PV- Perma IC- Inspec MH- Man H HWC- Hot GT- Gulle FT- Floor Finishes 13. All road DETAILED PLAN LAYOUT WORKING DRAWINGS DETAILED PLAN UZIMASCHOOLLIBRARY This is my THIRD YEAR PROJECT which involved Design of a PRIMARY SCHOOL for Uzima TrustFund Organisation based in Dandora Kenya. Included Admin Block,36 Classrooms, A Boarding Home, Outdoor Amphi-Theatre, Swimming Pool, Botanical Gardens & Green Houses. ACADEMIC WORKSACADEMIAWORKS ARTLANTISARTLANTIS ARCHICADARTLANTIS
  • 19.
    MODELS This is myTHIRD YEAR PROJECT which involved Design of a PRIMARY SCHOOL for Uzima TrustFund Organisation based in Dandora Kenya. Included Admin Block,36 Classrooms, A Boarding Home, Outdoor Amphi-Theatre, Swimming Pool, Botanical Gardens & Green Houses. ACADEMIAWORKS
  • 20.
    GSPublisherEngine 0.11.100.100 ACADEMIC WORKSACADEMIAWORKS ELEVATIONALSECTION ELEVATION This is my THIRD YEAR PROJECT which involved Design of a Fully DETAILED MULTI-PURPOSE HALL using TIMBER As the main Material. Included a Vast Exhibition Space On the Ground Floor and Galleries on the Floor Above. ARTLANTIS ARCHICAD HAND SKETCHES ARTLANTIS
  • 21.
    GSPublisherEngine 0.4.100.100 MACHANULE IVANG. AB241-1267/2012 TIMBERMULTIPURPOSEFACILITY 150mm Dia Treated Cypress Floor Joist 25mm Thick T & G Timber Flooring using Treated Cedar Chips Countersank 20mm Dia Mild Steel Bolt Bolted Through 150mm Dia Timber Joists to 12mm Thick Mild Steeel shoe 12mm Thick Mild Steel Shoe Bolted To 15omm Dia Mahogany Pole Joist To Hold 150mm Dia Mahogany Column 150mm Dia Treated Cypress Joist 150mm Dia Treated Mahogany Pole 25mm Thick Insulation Membrane 25mm Thick Insulation Membrane 25mm Thick T & G Timber Flooring using Treated Cedar Chips 150mm Dia Treated Cypress Floor Joist Contersank 20mm Dia Mild Steel Bolt Bolted Through 150mm Dia Timber Joists to 12mm Thick Mild Steeel shoe 12mm Thick Mild Steel Shoe Bolted To 15omm Dia Mahogany Pole Joist To Hold 150mm Dia Mahogany Column 150mm Dia Treated Cypress Joist 150mm Dia Treated Mahogany Pole 30mm Thcik Herringbone Strutting Between Joists 150mm Dia Treated Cypress Floor Joist 25mm Thick T & G Timber Ceiling using Treated Cedar Chips 150mm Dia Treated Cypress Joist 150mm Dia Treated Mahogany Pole Countersank 20mm Dia Mild Steel Bolt Bolted Through 150mm Dia Timber Joists to 12mm Thick Mild Steeel shoe 25mm Thick T & G Timber Strip Flooring using Treated Cedar Chips 25mm Thick Insulation Membrane 25mm Thick Insulation Membrane 25mm Thick Insulating Membrane with water proofing properties 20mm Thick Sheathing Ply Wood With Moisture Check On Top 225x150mm Mild Steel SolePlate 75x25mm HW Skirting 150mm Thick RC Slab 25mm Thick Timber Flooring Boards on 25mm Thick Insulating Membrane Hardcore Floor Clip With Pointed Flangers For Setting In RC Concrete With Slots For Nailing To Timber Joists Countersank 6mm Stainless Steel Screws Countersank 6mm Stainless Steel Screws 150mm Dia Treated Cypress Joist 25mm Thick Plaster Board Inner Lining 25mm Thick Insulating Membrane Ground Level Countersank 20mm Dia Mild Steel Bolt 150mm Dia Treated Cypress Pole 12mm Thick Mild Steel Pocket Welded To 12mm Thick Mild Steel Curved Angle Plate Hold 140mm Dia Inclined Mahogany Column 20mm Dia Mild Steel Bolt Bolted To 12mm Thick Mild Steel Circular Pocket Using 12mm Thick Mild Steel Washer 12mm Thick Mild Steel Curved Angle plate Welded To 12mm Mild Steel Thick Circular Pocket 20mm Dia Mild Steel Bolt Bolted To 15omm Dia Mahogany Column Using 6mm Thick Mild Steel Washer 12mm Thick Mild Steel Curved Angle plate Bolted To 15omm Dia Mahogany Column 15omm Dia Properly Seasoned & Treated Mahogany Column 10mm Dia Mild Steel Bolt Bolted To 15Omm Thick Mahogany Column Using 6mm Thick Mild Steel Washer 4Inches Stainless Steel Nails 150mm Dia Treated Cypress Rafter DETAIL D1 EXTERNAL WALLING CLADDING DETAIL D1 DETAIL D10 DETAIL D9 POLES & LOGS DETAILS DETAILSFORSECTIONS-01 GSPublisherEngine 0.4.100.100 MACHANULE IVAN G. AB241-1267/2012 TIMBERMULTIPURPOSEFACILITY Countersank 12mm Dia Mild Steel Bolt 12mm Dia Mild Steel Bolt Bolted To 15Omm Thick Mahogany Column Using 6mm Thick Mild Steel Washer 15omm Dia Properly Seasoned & Treated Mahogany Pole 12mm Thick Mild Steel Plate Driven Into Mahogany Pole Chiseled Pocket & Welded Onto 100mm Dia Mild Steel Footing`Raised By 100mm To Avoid Rotting Reinforced Concrete Pile 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 12mm Dia Mild Steel Bolt Bolted To 15Omm Thick Mahogany Beam Using 6mm Thick Mild Steel Washer 15omm Dia Properly Seasoned & Treated Mahogany Pole 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Thick Mild Steel Plate Driven Into Mahogany Pole Chiseled Pocket & Welded Onto 100mm Dia Mild Steel Footing 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above Reinforced Concrete Pile 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile Reinforced Concrete Pile 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Dia Mild Steel J-Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole 12mm Thick 100mm Dia Circular Mild Steel Pocket Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel Bolt Grouted Into 300mm High Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole Reinforced Concrete Pile 12mm Thick 100mm Dia Circular Mild Steel Shoe Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel Bolt Grouted Into 300mm High Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole Reinforced Concrete Pile 12mm Thick 100mm Dia Circular Mild Steel Shoe Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate AboveReinforced Concrete Pile 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Dia Mild Steel J-Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole 12mm Thick 100mm Dia Circular Mild Steel Pocket Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole POLES & LOGS DETAILS DETAILSFORSECTIONS-01 DETAIL D4 DETAIL D4 DETAIL D5 DETAIL D3 MBERMULTIPURPOSEFACILITY 1,200 150 1,200 100 1,400 2,700 150 6,500 1,000 1502,45050 100150 502,650150 100 100 1502,5755,550500 160110 175 7,000 8,200 1501,950 DETAIL D1 DETAIL D2 DETAIL D3 DETAIL D5 DETAIL D4 DETAIL D6 DETAIL D8 15omm Dia Properly Seasoned & Treated Mahogany Column 30 GAUGE PRE-PAINTED GALVANIZED BOX PROFILE IRON SHEETS NAILED TO 150mm Dia MAHOGANY PURLINS & WITH BITUMEN MOULDS APPLIED TO ALL NAIL HEADS TO MAKE THE CONNECTIONS WATERPROOF STEEL CASEMENT WINDOW TO SCHEDULE STEEL CASEMENT DOOR TO SCHEDULE DETAIL D13 DETAIL D7 DETAIL D11 DETAIL D10 150mm Dia Treated Mahogany 1st Floor Joists Protruding To Form Pergolas Solar Pannels bolted to Roof Structural members DETAIL D9 Countersank 20mm Dia Mild Steel Bolt 150mm Dia Treated Cypress Pole 12mm Thick Mild Steel Pocket Welded To 12mm Thick Mild Steel Curved Angle Plate Hold 140mm Dia Inclined Mahogany Column 20mm Dia Mild Steel Bolt Bolted To 12mm Thick Mild Steel Circular Pocket Using 12mm Thick Mild Steel Washer 20mm Dia Mild Steel Bolt Bolted To 15omm Dia Mahogany Column Using 6mm Thick Mild Steel Washer 12mm Thick Mild Steel Curved Angle plate Bolted To 15omm Dia Mahogany Column 15omm Dia Properly Seasoned & Treated Mahogany Column 10mm Dia Mild Steel Bolt Bolted To 15Omm Thick Mahogany Column Using 6mm Thick Mild Steel Washer 4Inches Stainless Steel Nails 150mm Dia Treated Cypress Rafter DETAIL D1 Heading Joints Staggered T & G Strip Flooring 50x38 mm Battens Floor Clips Bitumen Membrane 100mm Concrete Hardcore 50mm Fine Concrete 600mmSpacing 350 150 15omm Dia Properly Seasoned & Treated Mahogany Column 12mm Dia Mild Steel Bolt Bolted To 15Omm Thick Mahogany Beam Using 6mm Thick Mild Steel Washer Countersank 12mm Dia Mild Steel Bolt 15omm Dia Properly Seasoned & Treated Mahogany Beam Batten Fixed In Here DETAILS DETAILSFORSECTIONS-01 POLES & LOGS DETAIL D1 DETAIL D2 DETAIL D6 SECTION S-01 MACHANULE IVAN G. AB241-1267/2012 TIMBERMULTIPURPOSEFACILITY Countersank 12mm Dia Mild Steel Bolt 12mm Dia Mild Steel Bolt Bolted To 15Omm Thick Mahogany Column Using 6mm Thick Mild Steel Washer 15omm Dia Properly Seasoned & Treated Mahogany Pole 12mm Thick Mild Steel Plate Driven Into Mahogany Pole Chiseled Pocket & Welded Onto 100mm Dia Mild Steel Footing`Raised By 100mm To Avoid Rotting Reinforced Concrete Pile 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 12mm Dia Mild Steel Bolt Bolted To 15Omm Thick Mahogany Beam Using 6mm Thick Mild Steel Washer 15omm Dia Properly Seasoned & Treated Mahogany Pole 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Thick Mild Steel Plate Driven Into Mahogany Pole Chiseled Pocket & Welded Onto 100mm Dia Mild Steel Footing 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above Reinforced Concrete Pile 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile Reinforced Concrete Pile 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Dia Mild Steel J-Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole 12mm Thick 100mm Dia Circular Mild Steel Pocket Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel Bolt Grouted Into 300mm High Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole Reinforced Concrete Pile 12mm Thick 100mm Dia Circular Mild Steel Shoe Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel Bolt Grouted Into 300mm High Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole Reinforced Concrete Pile 12mm Thick 100mm Dia Circular Mild Steel Shoe Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole 12mm Dia Mild Steel J Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate AboveReinforced Concrete Pile 16mm Dia Mild Steel Reinforcement Bars Tied At 600mm Center To Centre Using 6mm Mild Steel Bars 12mm Dia Mild Steel J-Bolt Grouted Into 300mm High Concrete Pile 12mm Dia Mild Steel J-Bolt Grouted To Concrete Pile 12mm Thick Mild Steel Plate Fixed Onto Concrete Pile And Welded Onto 6mm Thick Mild Steel Plate Above 100mm Dia Properly Seasoned & Treated Mahogany Pole 12mm Thick 100mm Dia Circular Mild Steel Pocket Welded Onto 12mm Thick Plate To Hold 100mm Dia Mahogany Pole POLES & LOGS DETAILS DETAIL D4 DETAIL D4 DETAIL D5 DETAIL D3 GSPublisherEngine 0.7.100.100 MACHANULE IVAN G. AB241-1267/20Worksheet This is my THIRD YEAR PROJECT which involved Design of a Fully DETAILED MULTI-PURPOSE HALL using TIMBER As the main Material. Included a Vast Exhibition Space On the Ground Floor and Galleries on the Floor Above. ACADEMIC WORKSACADEMIAWORKS STRUCTURAL FRAMEWORK ARCHICAD
  • 22.
    MODELS This is myTHIRD YEAR PROJECT which involved Design of a Fully DETAILED MULTI-PURPOSE HALL using TIMBER As the main Material. Included a Vast Exhibition Space On the Ground Floor and Galleries on the Floor Above. TIMBERACADEMIAWORKS
  • 23.
    This involved interiordesign of an already existing plan for The Kiambu Governor. It Included Furniture Design and Arrangement. INTERIOR DESIGNACADEMIAWORKS ARTLANTISARTLANTIS ARTLANTIS
  • 24.
    This involved designof a unique & complete staircase. INTERIOR DESIGNACADEMIAWORKS ARTLANTISARTLANTIS ARTLANTIS
  • 25.
    These are myFIRST YEAR SKETCHES for a CLASS PROJECT.) SKETCHBOOK ACADEMIC WORKS PENCIL ON CARTRIDGE PAPER PENCIL ON CARTRIDGE PAPER PENCIL ON CARTRIDGE PAPER PENCIL ON CARTRIDGE PAPER
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  • 27.
    ART WORKS TAILOR-MADE STATIONARYSTANDS TAILOR-MADE STATIONARY STANDS PotraitDrawingForAClient(12Hours) PotraitDrawingForAClient(13Hours) 2013 SKETCHBOOK PENCIL ON CARTRIDGE PAPERPENCIL ON CARTRIDGE PAPER PENCIL ON CARTRIDGE PAPER
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    ART WORKS 2014 PotraitDrawingForAClient(16Hours) Potrait DrawingFor A Client 16 HOURS 14 HOURS13 HOURS Potrait Drawing For A Client 16 HOURS Potrait Drawing Potrait Drawing For A Client SKETCHBOOK PENCIL ON IVORY PAPER PENCIL ON IVORY PAPERPENCIL ON IVORY PAPER PENCIL ON IVORY PAPER
  • 29.