BRIAN FELIX LUKORITO PORTFOLIO

Transcription

1 BRIAN FELIX LUKORITO PORTFOLIO

2 proposed residents for miss silvya ombuya

3 r3000 r2500 r1500 r2500 void lift S-01 lobby West Elevation S East Elevation r4000 r4000 r2500 lobby r1500 r2500 r3000 South Elevation brill appartments

4 proposed hotel

5 proposed partition

6 proposed office jubba airways

7 proposed reception jubba air ways

8 proposed store house jubba airways

9 proposed office partition viva africa

10 wall logo viva africa

11 Mechanical All plumbing & drainage work to comply with P.H specifications. All surface ducts to be accessible from all floors. S.V.P denotes soil vent pipe and to be provided at the head of the drainage.drains passing beneath buildings and driveways to be encased in 150mm concrete surround. All underground foul & waste drain pipes shall be of PVC. to comply with BS5255. all inspection chambers covers and framing shall be cast iron to comply with BS.497 Table 2 Grade A. The storm water drain pipes to comply with BS.556. Minimum slope in the drain pipes to be 1%. No chases for pipes will be allowed in the slabs. Sleeves will be allowed with written approval from the SE. No cutting of concrete without express approval of the architect or SE.All testing of pipes to must be coordinated with electrical & any conflicts must be clarified before works begin. P.V denotes permanent vents. 1, 2, ,700 2,700 3,400 NOTES General All dimesions are in mm unless otherwise specified, drawings are not to be scaled. Only figured dimensions to be used. The contractor must check and verify all the dimensions before commencement of the work. 1,025 1, 3,700 ROOF CONSTRUCTION 28 Gauge prepainted corrugated iron sheets laid on 50x50mm battens nailed to trusses at 1000mm centres comprising: 100x50mm rafters 100x50mm struts and ties and 100x50mm tie beams and 100x50mm intermediate rafters all on 100x50mm wall plate (laid on edge) all timber to be treated cypress Roof pitch: 10 degrees Eaves: 600mm Revisions North Elevation S-03 Project PROPOSED CATTLE SHED AT KAREN FEEDING 0. S MILK GOAT GOAT RESTING YARD FEEDING 0. S-04 GRAWER S HE GOAT +1 REGIONAL WORKS OFFICER VAGETABLE GARDEN PADDOCK 3 PADDOCK PADDOCK 2 MINISTRY OF PUBLIC WORKS REGIONAL WORKS OFFICE ARCHITECTURAL DEPT S S-03 PADDOCK , S MILK GOAT , ,995 Drawing No.... Name Signed Date Drawn B.F Lukorito JUL 2013 JUL 2013 Architect J.M.Kitosyo Checked by JUL 2013 J.M.Kitosyo MILK GOAT ,950 KIDS CHICKS MILK GOAT Project Job No FEEDING +300 Scale 1: LAYERS EGG STORE MURRAM ROAD DRUG STORE KIDS GOATS S-06 S proposed farm yard FOR THE GOVERNMENT OF THE REPUBLIC OF KENYA.

12 proposed residence mama jimmy

13 A F SCALE 1: Second slab level 150mm thick partition wall First floor level X masonary wall mm thick w/c master bedroom First floor level R.C slab wall 150mm thick FOUNDATION slab 150mm thick screed 50mm hardcore 300mm 25mm thick casement window Lounge Dsq bedroom Ground floor level Second slab level masonary wall mm thick Bedroom mahogany pannel door 50mm thick Ground floor level strip foundation SECTION X-X 150mm thick reinforced concrete slab SCALE 1: SECOND FLOOR PLAN 01 Y Y Y Y relaxing area RC ring beam mmx400mm SE detail G GROUND FLOOR PLAN F E Roof slab level pillar 400mmx400mm E G mmx100mm wooden pergola Roof slab level ROOF DETAILS mareba roofing tiles approved underlying on 50x50mm timber battens to SE detail 25mm thick casement window D C D G 3 50mmx100mm timber purlins ceiling joist 50mmx100mm B G F X X x = Guest Bedroom Cer tile f.f F E Porch Cer.tile f.f D Bath C DSQ Cer.tile f.f Lounge Cer. tiles f.f B B C Bar Cer.tile f.f Kitchen Cer.tile f.f Dining cer.tiles f.f C D A B RE E Laundry Cer.tile f.f F A RG W DR A X Y Y W C Whb F 13 x = Bedroom 3 Ceramic tiles F 9 10 Balcony X Second slab level D 25mm thick casement window R.C slab 150mm thick F FOUNDATION slab 150mm thick screed 50mm hardcore 300mm F Y FIRST FLOOR PLAN G SCALE 1:100 SCALE 1:100 ROOF PLAN Y First floor level Stair well dinning room masonary wall mm thick Ground floor level mm thick casement window master bedroom First floor level masonary wall mm thick E 1 2 Stair well mahogany pannel door 50mm thick E G 1 CHS 50mm dia rails relaxing area Second slab level G G Roof slab level Stair well RC ring beam mmx400mm SE detail X D C Roof slab level E 1 Shelf X ROOF DETAILS mareba roofing tiles approved underlying on 50x50mm timber battens to SE detail curtain glazing to architect detail B C Tv Room Cer.tiles f.f concrete gutter B Hall Cer.tiles f.f ROOF DETAILS mareba roofing tiles approved underlying on 50x50mm timber battens to SE detail A precast conrete parapet D Shw Wardrobe E C Bathtub Master bedrm Cer.tiles f.f Bedroom 2 Ceramic tiles W C D A B Dresser C Balcony W C Balcony B X A A proposed residence strip foundation SECTION Y-Y 150mm thick reinforced concrete slab Ground floor level

14 proposed residance

15 NOTES t&g boarding EXISTING ROOF 2,500 MINI BAR S-02 LEFT ELEVATION RIGHT ELEVATION FRONT ELEVATION LOUNGE General All dimesions are in mm unless otherwise specified, drawings are not to be scaled. Only figured dimensions to be used. The contractor must check and verify all the dimensions before commencement of the work. Mechanical All plumbing & drainage work to comply with P.H specifications. All surface ducts to be accessible from all floors. S.V.P denotes soil vent pipe and to be provided at the head of the drainage.drains passing beneath buildings and driveways to be encased in 150mm concrete surround. All underground foul & waste drain pipes shall be of PVC. to comply with BS5255. all inspection chambers covers and framing shall be cast iron to comply with BS.497 Table 2 Grade A. The storm water drain pipes to comply with BS.556. Minimum slope in the drain pipes to be 1%. No chases for pipes will be allowed in the slabs. Sleeves will be allowed with written approval from the SE. No cutting of concrete without express approval of the architect or SE.All testing of pipes to must be coordinated with electrical & any conflicts must be clarified before works begin. P.V denotes permanent vents. Revisions BAR SECTION T & G BOARDING WC SECTION Client CLAY ROOFING TILES AT 22 DEGREES PUBLIC SURVICE CLUB 50MM X 50MM ITERMEDIATE RAFTERS 150MM X 50MM WALL PLATE LAYED ON 50MM STEEL ANGLE CLEAT 150MM X 50MM RAFTERS Project PROPOSED RENOVATION OF THE VARENDOR FACING THE POOL AT THE PUBLIC SERVICE CLUB RAIN WATER GUTER 225MM X 25MM FASCIA BOARD VARENDOR S-01 2,520 3,420 S-01 50MM X 50MM BRANDERING AT 600MM CENTERS T & G BOARDING Scale 1:50 DEYAIL A SCALE: 1:10 FLOOR PLAN... roof clay tiles laid on 50x50mm battens nailed to trusses at 1mm centres comprising: 150x50mm rafters 150x50mm tie beams and 100x50mm intermediate rafters all timber to be treated cypress Roof pitch: 22 degrees Eaves: 600mm MM EXISTING WALLING Name roof clay tiles laid on 50x50mm battens nailed to trusses at 1mm centres comprising: 150x50mm rafters and 100x50mm intermediate rafters all timber to be treated cypress Roof pitch: 22 degrees Eaves: 600mm S MM X 300MM CERAMIC TILES EXISTING FLOOR Drawing No. Project Job No. 7,400 50MM DIAMETER RHS MILD STEEL METAL RHS MILD STEEL METAL BAR WELDED ON A BAES METAL PLATE AND EMBEDED ON FLOOR AT 50MM BOLTED TO FLOOR. Drawn Signed Date B.F.Lukorito Aug 2013 Architect J.M. Thitu Aug 2013 Checked by J.M.Thitu Aug 2013 J.M.Thitu Aug 2013 County Architect Approved G.I.Mburu DETAIL B SCALE: 1:10 COUNTY WORKS OFFICER DETAIL A T&G BORGING MINISTRY OF PUBLIC WORKS MINI BAR PV mini bar VARENDOR REGIONAL WORKS OFFICE ARCHITECTURAL DEPT. varendor FOR THE GOVERNMENT OF THE REPUBLIC OF KENYA. DETAIL B SECTION SECTION proposed renovation public service club

16 NOTES General All dimesions are in mm unless otherwise specified, drawings are not to be scaled. Only figured dimensions to be used. The contractor must check and verify all the dimensions before commencement of the work. S X450mm underground power cable network. +0 3,000 4,100 2,000 2,100 3, IC BACK ELEVATION LEFT ELEVATION 5,600 Mechanical All plumbing & drainage work to comply with P.H specifications. All surface ducts to be accessible from all floors. S.V.P denotes soil vent pipe and to be provided at the head of the drainage.drains passing beneath buildings and driveways to be encased in 150mm concrete surround. All underground foul & waste drain pipes shall be of PVC. to comply with BS5255. all inspection chambers covers and framing shall be cast iron to comply with BS.497 Table 2 Grade A. The storm water drain pipes to comply with BS.556. Minimum slope in the drain pipes to be 1%. No chases for pipes will be allowed in the slabs. Sleeves will be allowed with written approval from the SE. No cutting of concrete without express approval of the architect or SE.All testing of pipes to must be coordinated with electrical & any conflicts must be clarified before works begin. P.V denotes permanent vents. Revisions 6,000 Client PLAN S-01 F.M. OMBEVA,HSC(SP) OFFICER IN CHARGE Project PROPOSED GENERATOR HOUSE AT KAMITI. ROOF CONSTRUCTION 28 Gauge prepainted corrugated iron sheets laid on 50x50mm battens nailed to trusses at 1mm centres comprising: 150x50mm rafters 100x50mm struts and ties and 150x50mm tie beams and 100x50mm intermediate rafters all on 100x50mm wall plate (laid on edge) all timber to be treated cypress Roof pitch: 22 degrees Eaves: 600mm louvers ao mm and 40mm spacing 1,070 Scale 1:50 Drawing No. Project Job No.... FRONT ELEVATION 2, RIGHT ELEVATION vent block walling 2,100 2,950 2,100 Signed Name Drawn B.F.Lukorito Architect B.M. Muunda Checked by J.M.Thitu County Architect J.M.Thitu Date Approved G.I.Mburu COUNTY WORKS OFFICER MINISTRY OF PUBLIC WORKS FOUNDATION NOTES. 150 R.C. SLAB ON 500G POLYTHENE ON. 50MM MURRRAM BLINDING ON x600mm r.c foundation strip to S.E.'s details depth to be detetmined on site REGIONAL WORKS OFFICE ARCHITECTURAL DEPT.. HARDCORE. MM WALLING ON. 250X450 R.C. FOUNDATION TO APPROVAL. FOR THE GOVERNMENT OF THE REPUBLIC OF KENYA. proposed generator house kamiti prisons

17 S-01 NOTES 1,350 1,350 phamacy 800mmx1800mm bed 2,000 isolation ward 700 1,000 wc 1, 700 inpatient ward 8,000 7,600 S-02 2,000 wc 1, 4,700 3,000 2,000 corriodor 1,800 7, 3,000 Mechanical All plumbing & drainage work to comply with P.H specifications. All surface ducts to be accessible from all floors. S.V.P denotes soil vent pipe and to be provided at the head of the drainage.drains passing beneath buildings and driveways to be encased in 150mm concrete surround. All underground foul & waste drain pipes shall be of PVC. to comply with BS5255. all inspection chambers covers and framing shall be cast iron to comply with BS.497 Table 2 Grade A. The storm water drain pipes to comply with BS.556. Minimum slope in the drain pipes to be 1%. No chases for pipes will be allowed in the slabs. Sleeves will be allowed with written approval from the SE. No cutting of concrete without express approval of the architect or SE.All testing of pipes to must be coordinated with electrical & any conflicts must be clarified before works begin. P.V denotes permanent vents. S-02 1, 7,600 8, , , ,000 1,400 19,300 4, General All dimesions are in mm unless otherwise specified, drawings are not to be scaled. Only figured dimensions to be used. The contractor must check and verify all the dimensions before commencement of the work. 19,700 loby 1,400 2,000 4,800 1,400 2,000 2, ,000 3,000 2,000 3,600 19,300 19, S-01 2,000 3,000 3,000 southern elevation western elevation 3,000 injection/plaster room consoltation room nurse station lab ROOF CONSTRUCTION 28 Gauge prepainted corrugated iron sheets laid on 50x50mm battens nailed to trusses at 1mm centres comprising: 150x50mm rafters 100x50mm struts and ties and 150x50mm tie beams and 100x50mm intermediate rafters all on 100x50mm wall plate (laid on edge) all timber to be treated cypress Roof pitch: 30 degrees Eaves: 600mm mm luvers with 40mm spacing northern elevation eastern elevation 600 Revisions water guter all round of 75mm radius ,600 Client 170 OFFICER-IN-CHARGE KAMITI Y.C.T.C & B. INST Project PROPOSED CONSTRACYION OF DISPENSARY AT KAMITI section ROOF CONSTRUCTION 28 Gauge prepainted corrugated iron sheets laid on 50x50mm battens nailed to trusses at 1mm centres comprising: 150x50mm rafters 100x50mm struts and ties and 150x50mm tie beams and 100x50mm intermediate rafters all on 100x50mm wall plate (laid on edge) all timber to be treated cypress Roof pitch: 30 degrees Eaves: 600mm x600mm r.c foundation strip to S.E.'s details depth to be detetmined on site GROUND FLOOR SLAB CONSTRUCTION 150mm thick r.c. slab on 300mm quarry stone foundation walls on mm thick by 450 wide r.c. footing strip. Floor slab laid on 0.5mm thick low density polyethylene film with rigorously taped joints and a minimum mm laps on 50mm well rolled quarry dust or murram blinding on minimum 300mm thick well compacted hardcore All r.c. work to S.E.'s details and specs Scale 1:100 and 1:50 Drawing No. Project Job No. 1, , ,800 cieling board B.F.Lukorito B.M.Muunda J.M. Thitu County Architect J.M. Thitu Approved G.I.Mburu Architect Checked by 600 corridor COUNTY WORKS OFFICER wc 2,100 inpatient ward water guter all round of 75mm radius Date Drawn 15, 1,375 ALL SECTIONS ARE TO SCALE 1:50 Signed Name 1,030 louvers of mm and 40mm spacing 2,800 2, ,000 MINISTRY OF PUBLIC WORKS REGIONAL WORKS OFFICE ARCHITECTURAL DEPT. section GROUND FLOOR SLAB CONSTRUCTION 150mm thick r.c. slab on 300mm quarry stone foundation walls on mm thick by 450 wide r.c. footing strip. Floor slab laid on 0.5mm thick low density polyethylene film with rigorously taped joints and a minimum mm laps on 50mm well rolled quarry dust or murram blinding on minimum 300mm thick well compacted hardcore All r.c. work to S.E.'s details and specs x600mm r.c foundation strip to S.E.'s details depth to be detetmined on site proposed dispensary kamiti FOR THE GOVERNMENT OF THE REPUBLIC OF KENYA.

18 NOTES 35, ,780 5,500 5,100 class room 1 6,780 5, ,380 5, ,380 13,760 class room class room 4 6,780 class room , General All dimesions are in mm unless otherwise specified, drawings are not to be scaled. Only figured dimensions to be used. The contractor must check and verify all the dimensions before commencement of the work. Mechanical All plumbing & drainage work to comply with P.H specifications. All surface ducts to be accessible from all floors. S.V.P denotes soil vent pipe and to be provided at the head of the drainage.drains passing beneath buildings and driveways to be encased in 150mm concrete surround. All underground foul & waste drain pipes shall be of PVC. to comply with BS5255. all inspection chambers covers and framing shall be cast iron to comply with BS.497 Table 2 Grade A. The storm water drain pipes to comply with BS.556. Minimum slope in the drain pipes to be 1%. No chases for pipes will be allowed in the slabs. Sleeves will be allowed with written approval from the SE. No cutting of concrete without express approval of the architect or SE.All testing of pipes to must be coordinated with electrical & any conflicts must be clarified before works begin. P.V denotes permanent vents. Revisions EAST ELEVATION NORTH ELEVATION Client NATIONAL YOUTH SERVICE Project PROPOSED 5 No. CLASSROOMS AT THEVOCATIONAL TRAINING INSTITUTE NAIROBI. WEST ELEVATION SOUTH ELEVATION Scale 1:100 and 1:50 ROOF CONSTRUCTION 28 Gauge prepainted corrugated iron sheets laid on 50x50mm battens nailed to trusses at 1000mm centres comprising: 150x50mm rafters 100x50mm struts and ties and 150x50mm tie beams and 100x50mm intermediate rafters all on 100x50mm wall plate (laid on edge) all timber to be treated cypress Roof pitch: 10 degrees Eaves: 600mm Project Job No. SECTION mm masonary wall red oxide floor finish 1,300 2,800 3,740 wide casement windows of 1500mm x 1300mm and 1mm of the ground zero. mm wide collecting gutter. water down lead gutter of 50mm of radius. 1, ceiling board to match the existing class rooms. existing foundation on site 5,100 Drawing No.... SCALE OF 1:50 3,740 5,380 class room 2 5,100 5,500 Signed Name Drawn B.F. Lukorito Architect J.M.Kitosyo Checked by J.M.Thitu County Architect J.M.Thitu Approved G.I.Mburu proposed new classrooms NYS nairobi COUNTY WORKS OFFICER MINISTRY OF PUBLIC WORKS REGIONAL WORKS OFFICE ARCHITECTURAL DEPT. FOR THE GOVERNMENT OF THE REPUBLIC OF KENYA. Date

19 proposed appartment webuye

20 proposed cildrens home

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