PORTFOLIO
SELECTED WORKS 2022-TO-DATE
BY: NICKSON SIMIYU
C O N T A C T
Nya i Mombasa
0702780859
n cksonsim yu2017@gma l com
P E R S O N A L D E T A I L S
Nat onal ty Kenyan
S K I L L S
I m proficient in the fol owing softwares
1 Archicad 2 Lumion 3 Sketch up 4 Microsoft office 5 photoshop
L A N G U A G E S
Eng ish Kiswahi i Bukusu
I N T E R E S T S
1 Doing research through nternet surf
2 Part c pating in socia act v t es
3 Travell ng
O B J E C T I V E
As a recent graduate I am seeking a ro e wh ch al ows me to continue earn ng and perfecting my skil s as provide high-qua ity work n built environment and encourages me to flourish as a network technician
E X P E R I E N C E
Symbion Consu ting Group
January 2023 - May 2023
INTERN
1 Production and drafting of draw ngs on site
2.S te supervision n the follow ng areas;
Setting out
Masonry works
Plastering and interior finishes
Production of layouts on site
Bungoma County Publ c works
January 2022 - April 2022
INTERN
1 Assisted n sorting and drafting of arch tectura drawings
2 Alterat ons and product on of work ng draw ngs
3 S te visits nventories inspect on
Technical University of mombasa
January 2021 - April 2021
Internal attachment
1 Gained experience in plumb ng and electr ca works
2 nvolved in mechanical masonry and so l mechanics works
E D U C A T I O N
Technical University of Mombasa
2023 To Date
Bachelor of Architecture
Ongoing
Technical University of Mombasa
2018-2023
Bachelor of Architectura studies
Graduated with a second c ass Honours Upper Division
Attended secondary studies at Lukes Boys High School-Kimi il
2014-2017
HIGH SCHOOL
Did KCSE 2017
Attended primary at Nang eni Primary School
2004-2013
PRIMARY SCHOOL
Did KCPE in 2013
R
E F E R E N C E
Dr Kalandar khan - Technical Un versity of mombasa
Department of architecture and built environment COD-Tum kalandarkhan@gma l com +254 715 435569
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I C K S O N S I M I Y U W A K W A B U B I
N
John Munialo - Bungoma county Architect
l com
1. 2. TABLE OF CONTENTS ACADEMIC PROJECTS PERSONAL PROJECTS
HOUSING
PLANNING
USE DEVELOPMENT
CONSERVATION PROJECT 1.VILLA APARTMENT 2.RESIDENTIAL UNITS 3.BUNGALOW DESIGNS STUDENT ARCHITECT
jbmun alo@gma
0703683526
1.AFFORDABLE
2.URBAN
3.MIXED
4.SWAHILI
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TWO
TWO
COST ANALYSIS
GSPublisherVersion 0.0.100.100 A A B B C C D D E E F F G G D D C C B B A A 1,200 1,540 3,400 3,100 1,760 1,900 3,200 3,400 1,300 1,200 3,000 1,500 3,000 3,000 3,000 3,000 3,000 200 3,420 7,380 200 7,300 3,520 200 200mm thick D.P.C(150 mm above the formation ground ,stripped 50mm blinding layer of murram,300mm thick hardcore filing well compacted and consolidated to S.E's approval,200mm by 600 mm R.C foundationto depth be determined from site by site Engineer. 25 Degrees roof pitch clay roof tiles Trusses @1500mm c/c 50 by 50 mm battens on 150 by 50mm rafters 75 by 50mm Mvule purlin 100 by 50 mm Mvule timber struts/ties/wall plate 225 by 25mm wrot Mvule timber fascia board 750mm high parapet wall plastered and painted with 3 coats of crown silcon water proofing solution to approval 12mm thick 1:c/s plaster on 200mm thick masonary with 3 painted coats emulsion paint to Architect approval. Kitchen dining area living area Kitchen dining area living area Kitchen dining area living area Kitchen dining area living area Kitchen dining area living area Kitchen dining area living area Kitchen dining area living area Kitchen dining area living area Glass lourvered Aluminium casement window to details D D 2 W 1 W W 1 W 1 W 1 W 1 W W W W D D 2 D D 2 D D 2 D D 2 Rainwater storage tanks 11 12 13 14 15 16 17 18 19 DOWN UP 19R 153 18G 300 S-01 200 100 1,800 150 200 200 1,200 2,700 2,060 1,200×1,500 1,500×1,500 2,000×2,000 1,500×1,500 2,000×2,000 1,000 1,000 1,000 1,000 1,000 2,500 2,500 3,000 2,500 3,000 2,000×2,000 600×600 4,000×1,500 600×600 3,000×2,000 R R 1,000 1,700 1,000 1,700 1,000 3,000 2,300 2,500 2,300 3,000 1,600×1,800 600×1,800 600×1,800 2,200×600 R R 1,000 800 800 1,800 2,800 2,600 2,600 2,400 0.750×2.400 1.500×2.100 1.200×2.100 0.100 0.100 0.100 2.500 2.200 2.200 0.900×2.100 0.800×2.100 0.100 0.100 2.200 2.200 50x10mm flat plate twisted at top to take handrail refer to detail mm dia m tube welded to vertical supports tread to detail X carborandum stone anti-slip strip 100 mm high 15mm thick stringer as per finishes schedule DETAIL A Scale skirting tile terrazzo step tile to specification 15mm thick Terrazzo staircase riser finish R C staircase to SE Stairs underside to finishes schedule DETAILX line of 25mm Dia MS rails above line of handrail 65mm dia diced steel plate with 4 No 5mm dia screw holes & screws with 50x10mm ms flat balustrade welded with angle brackets HANDRAIL DETAIL S-02 Building Section 1:100 ANALYSIS CLIMATE RESPONSE LOUVRED WINDOW AND MASHRABYA ALLOWS FREE AIR MOVEMENT FOR COOLING PURPOSES USE OF BRIGHT COLORS ON WALLS BOTH INTERIOR AND EXTERIOR TO REDUCE HEAT GAIN STAIRCASE DETAIL section S-01 SCALE 1:50 MATERIALS AND TECHNOLOGY PRECAST CONCRETE BALCONIES WITH MASHRUBYA PATTERN USE OF WALLPANELS FOR WALLING USE OF PANELS IN CONSTRUCTION mashrubya shaded balcony An elevation of prefabricated concrete Mashrabya balcony AXONOMETRIC 3-D VIEW
STUDIO
BEDROOM
ONE
BEDROOM [B]
BEDROOM [A]
BEDROOM AREA 32 M2 AREA: 39.5 M2 AREA: 59.1 M2 AREA: 61.2 M2 AREA: 89.7 M2 NO. OF UNITS 216 UNITS 208 UNITS 855 UNITS 720 UNITS TOTAL NO. OF PROPOSED UNITS - 2,284 UNITS 285 UNITS TOTAL AREA 148,881 M2 6912 M2 8216 M2 52326 M2 16843.5 M2 64584 M2 LAND USE LAND COVERAGE RESIDENTIAL COMMERCIAL GREENERY AND OPEN SPACES PUBLIC SPACES ie parking silos,hospital community centres, fitness centre,school 37 220 3 M 2 179 M2 34194 M2 8,708 M2 170,970 M2 TOTAL PLOT AREA 21 8% 1.3% 20.2% 100% RESIDENTIAL 148,881M Total gross floor area STREETS AND CIRCULATION 95,443.2 5.1% 55.8% BUILDING COST BY APPROXIMATE ESTIMATING Floor Area (Superficial) Method 37,220.3*4 Floors M BUILDING COST PER SQUARE METRE IN MOMBASA Private Dwelling Houses-Kshs.37,700 per square unit.(coastal region cost per M Total building cost for residential units 37,700* 148,881 =5,612,813,700./ Kshs.5.6 Billion Data for existing scheme Given that the current rates on rent are retained, one can own a unit after as follows; projected are individual building costs of the units STUDIO ksh 7,000)-10 Years ONE BEDROOM (Ksh.10,000)- 12 yrs TWO BEDROOM [B] (ksh.12,000)- 15 yrs TWO BEDROOM [A] (ksh.12,000)-16 yrs THREE BEDROOM (ksh.15,000)- 19 Yrs 216 UNITS 208 UNITS 855 UNITS 720 UNITS 285 UNITS TOTAL AREA 148,881 M2 6912 M2 8216 M2 52326 M2 16843.5 M2 64584 M2 5.6 billion Total cost Kshs.260.6 M COST Kshs.309.7 M Kshs.1.973 B Kshs.635.0 M Kshs.2.44B cost per unit 1.2Million 1.49 Million 2.3 Million 2.23 Million 3.38 million STUDIO ONE BEDROOM TWO BEDROOM [B] TWO BEDROOM [A] THREE BEDROOM window schedule Door schedules A B ANALYSIS CLIMATE RESPONSE LOUVRED WINDOW AND MASHRABYA ALLOWS FREE AIR MOVEMENT FOR COOLING PURPOSES USE OF BRIGHT COLORS ON WALLS BOTH INTERIOR AND EXTERIOR TO REDUCE HEAT GAIN SERVICES, SOCIO-CULTURAL CONTEXT -SWAHILI INSPIRED DESIGNS WITH MASHRUBYA PATTERNS ON THE BALCONIES AND STAIRCASE OPENINGS USE OF ARCHES FOR AESTHETICS FUNCTION. -COURTYARD CONCEPT BY HAVING CENTRAL OPEN SPACES IN EVERY CLUSTER. -WALL CLADDING WITH USE OF CORAL STONES FINISH USE OF BROWN AND YELLOW COLOURS AXONOMETRIC 3-D VIEW ONE BEDROOM TWO BEDROOM Unit Types: Offer a mix of housing types, such as singlefamily and multifamily homes, to meet various family sizes and preferences. Green Spaces: Include communal green spaces, parks, and outdoor areas to promote a healthy lifestyle. Safety Features: Implement security measures such as well-lit walkways, secure entrances, and surveillance systems. Aesthetics: Use a cohesive architectural style,swahili style, that complements the local environment and enhances the project's visual appeal. Open seting space enhance social interaction. lamp Street walkways provided with lights to enhance saftey VEHICULAR ACCESS CYCLE ORIENTED TRACK LANDSCAPED ZONE FOR GREENING AND OTHER SERVICES PEDESTRIAN ORIENTED ZONE GREEN PUBLIC SPACE STREET SECTION BARC/090J/2018 NICKSON SIMIYU DETAILS ACADEMIC YEAR V
THREE
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I. 2. 2.
II.
GSPublisherVersion 0.0.100.100 Adjustablesuspensionsteelrodsets 5mmthickhatfurringchannel TNscrew UDchannel primaryceilingfurringchannel mountedandpaintedtomatchthe ceiling secondarychannel secon fixedatrightanglestotheprimarychan at500mmcenterusingpreformedclips 15mmthickgypsumboardfinishedtoap roval 50by25mmstailesssteelbar 150mmrcslabtodetail Jointcompound SUSPENDED CEILING DETAIL SCALE 1 10 cabroshieldSBCwaterproofing similar roved 12 thickplasterfinish schedule fulboraoutletwithlockeddomegrang 150 150 quarry finglesfixed approval 20mmthick bitameou foltslaid lightweight speci approval ceilingplaster discharge suspendedgypsumceiling ap 75 thickclaybrickcladdingwith 10by caland horizontalgrooves joints 50mmthickpccoping 150by50mmprecastconcretecoping finishedtoschedule 150 thick roof slab thickparapetwallwith coping top 12 thickexternalplastertoapproval beamslabtofurtherdetails DETAIL SCALE 10 20 thickhardfoaminsula gu Perforatedmash rubiyawallforlighngand venlaon stairstoS Details Terrazzofinishedtreadsandrisersand non-slipcarboradiumstrips 25by25mmaluminiumpoststoform balustersweldedtom splate 25mmthickpolishedterrazzofloo finsh 150mmloadingslabribbedtoapproval reinforcementlayoutinS Detail 50mmdiapowder costedaluminiumhandrail weldedto25by25mmaluminiumposts 400by300mmringbeamfinshedwith approved12mmthickplasterand3coats ofpaint 40 20mmthick300mmwide polishedterrazofinish slipaluminium40 nosingfinishedtoschedule 12mm pyroc spray undersidetoapproval schedule 20mmthick150mmhigh polishedterrazoriser 40mmwidenonslip caboradumstrip 50mmthickrcstairsslabto detail 150*50mmmouldedsolidmvulecornicetoschedule 85 25mmmouldedsolidmvulecorniceboomtoscale 75 75 dpacking sowo o packing 70 25mmmouldedsolidmvulecorniceboomtoshedule PARAPETWALL approvedgranite 100 storage 200 thick wall finished schedule highmirror details 10 thickgranitecladdingto curvedref Detail high granite ng by slipporcelain details 20 thicksloppedmortarbed falltodrain 150 thick slab flo drainfixed manufacture details joint polymer ground finished proffessionalseal 920 highfacalmirror detail Edging support mmthickmdfboardfacedwithwalnutburr sandedandfinished schedule 100 thick wallfinished schedule 10 100 highthickgraniteskir 20 thickmarblevanitytop 100 thick vanitywashhandbasin SECTION THROUGHWASHINGBASIN SCALE 10 FLOORDRAINDETAILS SCALE DETAIL SCALE 50mmconcretepavingblocks 12 thickwaterproof plastertoapproval flashing zincsheetangleplate Precastconcretetilescompletewith drip roofslab beam 150mmmasonrywall lightweightinsulatingscreedlaidtofall 2coatsof20 thickmastic asphalttanking 25mmthickvapourcontrollayer stainlesssteelclamp 200 peripheralfogged dripmould beam detail casementsashframing precast detail Seeplan jointing camphor approval peripheralfogged beam detail camphor putty sectionsteel Masonrywalling jamb WindowDetail thick granitetoplaid approval 32mm mortar lime plaster thick wallingfinish schedule SectionThroughWB 10 ToiletFloor Section 10 Washhandbasintoschedule 550mmX800mmhighsteel casementsinglehungwindow DRAWINGNO SCALE JOBNO DRAWN DATE CHECKED D JOBTITLE DRAWINGTITLE blackcottonsoils removedfromallbuildingplinths buildings clear black basementcolumns providedwithangleironprotection1500 high surfaces 500 Refer structuralEngineersdetailsforall works depth Engineer approval wallslessthan200 thick bereinforcedwithhoopirons alternate adjacent masonry strap every MECHANICALWORKS plumping drainage comply city specifications serviceducts beaccessiblefrom floor pipe provided drainage MIXEDURBANDEVELOPMENT DETAILS NOTES dimensions bechecked sitebeforecommencement work Use figured only Anydiscripancies reported immediately specified dimensionsinmetres control Slope angle ground poured gaugepolythenesheeting 50 stoneblinding hardcore BARC090J2018 20 100 200 Treated hardwoodbeams 150 150 Treated post TIMBERPERGOLADETAIL PLAN Treatedhardwood beams 450 centres bolted timber mahoganypost postpaintedtoArchapproval Membersconjoinedusing MSplates plastic protective cap nutwithdiamond washerspads TIMBERMEMBERJOINING DETAIL Mahogany hardwoodbeams MembersconjoinedusingmmMSplate using square withplastic protective thebolt nutwithdiamond washerpad beams 300 centres Mahoganypost Mahoganyhardwood detailpainted finish to Arch approval TIMBERPERGOLADETAIL AXONOMETRIC 500 centres Building Section 100 Building Section 100 NICKSON SIMIYU DETAIL D DETAIL DETAIL DETAIL G BEDROOM ELONGATEDBALCONIES ONTHEEASTSIDE TO PROTECTINTERIOR FROMDIRECTSUN INSOLATION CURTAINWALLINGOFFICE OFFICE 1200MMHIGHMASONRYWALL CURTAIN WALLING DETAILS drainagecovering lightwel precast ding andexternally Architectapproval details Finishedwithpolished 200 thickconcreteretainingwall detail with - fingpaint Thecurtainwall glass precast approval by reinforced beam B B C C H H 6,000 6,000 5,000 5,000 5,000 6,000-thelightvoidsurrounded 900mmhigh stainlesssteelgrills detail with50 thick approval 2400mmhighglazedaluminium doorfixed details 1200 highparapetwall finishedwith capping plaster layers basedpaint bothside approval 2400 highglazedsliding doubleleafdoorwithaluminiumframescasement fixingand toapproval Aluminium curtainwall fixed approval 1200mmhighsteelcasementwindowtoschedule 1200mmhighparapetwall finished concrete cappingand12 thickplasterand approvedpaint 450 by75 thickprecastpargolashades laid 200 by300 reinforced concrete ap 200 mmwideand75mmthick mber pargola fixed detail 200mmthick retainingwall todetail underlinedwithvercalmas asphaltwaterproofto slabreinforcementdetails detail finishedpolished 150mmthickreinforcedconcreteslab finishedwith300mmby slip gluedby 200mmthickcoralstonemasonarywall finished roval masonary with12mmthickprotec plastering with of fingpaint roval widelouvered mberslatedwindowforbasementligh and on approval Open 400 300 ringbeamfixedtodetail 00 thickwellcompactedapprovedhar thickgypsumsuspendedceiling andfixed detail 150 150 sliperyceramicles mounted thewallby screedglue approval19 20 15 19 20 detail 6,000 6,000 6,010 PARKING 12mmthickplasterfinished with3coatsofwaterproof painttoapproval 1500mmhigh150by150by 18mmthickstainlesssteelangle proteconseconpaintedto approval steelreinforcementtoS E details 16 gaugepressedmetallouversweldedon 50mmdiaCHSframes 25mmthickplasterwallfinishpaintedwal finshpaintedtoapproval 12mmthickplasterfinishpaintedtoapproval 200mmthickmasonaryprotecvewal precastconcretecoping 30mmthickcementsandgrout Acrylicwaterproofinglaidtoapproval 200mmthick couterbasementwalltoS Esdetails 50by50mmmvulehardwoodwedgeframing polishedterrazoskirng 25 thickby 150mmhighfromfinishedfloorlev with chamferedendgeonexriorside Wellcompactedhardcoredepthdeterminedfromsite Retained compactedearth 400mmby600mm columnwith1500 steelreinforcementsto E detailspeci 150mmthickreinforcedconcrete flo slab finishedwith plyeoxy polishedterrazoon 20 concretescreedcement sand 2 coats of30mmthickhorizontalmas asphaltappliedoverconcretebaseto approval ankingwaterproofmembraneto details 25mmthickprotecvescre 50 thick Approved blinding Gaugedamp-proof membranelaid approval approval by slipquary paving approval 150 polishedterrazoskir from an roved supplierjointedandpointed cement approval loading approval Reinforcementlayout detail coats 25 thick asphalttanking liedto roughconcreteface approval 100 thick pedestrianwalksloped drains retaining approval plaster proofingpaint ap thickcoralblock wallwith plaster layers paidper retainedearthing deep compacted approval 150 diasubsoildrain SECTIONColumn section detail scale 1 20 Column plan detail scale 1:10 Detail D-A scale 1:10 Detail C Detail B scale 1:10 Detail B Detail C Detail C 600 400 SECTION BSECTION A-A DETAIL DETAIL DETAIL D BASEMENT PARKING G G D D Story Story Story Story Story Story Story Story Story Story Story Story G G D D Story Story Story Story Story Story Story Story 000 Story 000 Story Story Story 6.000 5.000 5.000 5.000 6.000 6.000 H Story Story Story Story Story Story Story Story Story Story Story 000 Story 6.000 6.000 6.000 H 000 Story Story Story Story Story Story Story Story Story Story 000 Story 000 Story 6.000 6.000 6.000 DRAWINGNO SCALE JOBNO DRAWN DATE CHECKED JOBTITLE DRAWINGTITLE blackcottonsoils removedfromallbuildingplinths buildings clear black basementcolumns providedwithangleironprotection1500 high surface Refer for depth Engineer approval wallslessthan200 thick bereinforcedwithhoopirons alternate adjacent masonry strap every MECHANICALWORKS plumpinganddrainage comply citycouncil specifications from floor pipe provided drainage MIXEDURBANDEVELOPMENT VISUALS ELEVATIONSAND D NOTES GENERAL figured only Anydiscripancies reported immediately specified dimensions metres Allsoilsunderslabsandaroundexternalfountations betreated termite Slope angle ground poured gaugepolythenesheeting stoneblinding hardcore BARC090J2018 1100 1150 3-D SCALE 150 FACADE-1 SCALE 1 100 FACADESCALE 100 FACADE-4 SCALE 1 100 FACADE-2 SCALE 1 100 NICKSON SIMIYU 3. 3. 3.
GSPublisherVersion
1. CONSERVATION PROJECT 4. 4. 4.SWAHILI CONSERVATION PROJECT
ACADEMIC PROJECTS
GSPublisherVersion 0.0.100.100 4.000 3.000 3.000 3.000 4.000 3.000 3.000 3.000 2935 750mm high parapet wall plastered and painted with 3 coats of crown silcon water proofing solution to approval 650 by 400mm swahili crenallations on 200mm thick coral stone masonary wall finished with lime plaster and painted with 3 coats of approved paint 200mm thick coral rag slab finished with lime plaster and 3 coats of paint to Architect approval Prefabricated Mashrubiya screen system finished in brown satin varnish to Architect Details Prefabricated Mashrubiya screen system finished in brown satin varnish to Architect Details 200mm thick D P C 150 mm above the formation ground stripped 50mm blinding layer of murram 300mm thick hardcore filing well compacted and consolidated to S E s approval,200mm by 600 mm R C foundationto depth be determined from site by site Engineer 12mm thick 1 c/s plaster on 200mm thick masonary with 3 painted coats emulsion paint to Architect approval 25 Degrees roof pitch clay roof tiles Trusses @1500mm c c 50 by 50 mm battens on 150 by 50mm rafters 75 by 50mm Mvule purlin 100 by 50 mm Mvule timber struts ties/wall plate 225 by 25mm wrot Mvule timber fascia board 350mm by 200mm c ring beam to S E s details 75 by 75 mm by 900mm high treated and varnished mpingo balcony to S E s details 20 Degrees clay tile pitched balcony roof to S E s Details 200 mm thick coral rag slab finished with bitumenous layer waterproof and tiled to Architect s Approval Men s toilets Women toilets Men s toilets Women toilets Men toilets Women s toilets Social Hall Restaurant Apartment s Kitchen Apartments Bedroom Washroom Apartment s Kitchen Apartments Bedroom Washroom Courtyard staircase staircase staircase Carpentry Workshop 14 13 12 11 10 7 8 9 14 13 12 11 10 7 8 9 Construction room Kitchen reception balcony mechanism for ventilation 6 6 3 3 2 2 1 1 4,000 3,000 3,000 3,000 4,000 3,000 3,000 3,000 20240 950 200mm thick D P C 150 mm above the formation ground ,stripped 50mm blinding layer of murram,300mm thick hardcore filing well compacted and consolidated to S E s approval 200mm by 600 mm R C foundationto depth be determined from site by site Engineer 12mm thick 1 c s plaster on 200mm thick masonary with 3 painted coats emulsion paint to Architect approval 900mm by 2400 high arched indian teak wooden door stained and varnished to shedule 27 Degrees roof pitch clay roof tiles Trusses @1500mm c/c 50 by 50 mm battens on 150 by 50mm rafters 75 by 50mm Mvule purlin 100 by 50 mm Mvule timber struts ties/wall plate 225 by 25mm wrot Mvule timber fascia board 650 by 400mm swahili crenallations on 200mm thick coral stone masonary wall finished with lime plaster and painted with 3 coats of approved paint 75 by 75 mm by 900mm high treated and varnished mpingo balcony to S E s details Mvule timber brackets to S E s detail detail D2 Prefabricated Mashrubiya screen system finished in brown satin varnish to Architect Details Stairs Stairs Stairs Entry lobby variety shop Courtyard meeting room Bedroom Bedroom 350mm by 200mm r c ring beam to S E s details Detailed Design Swahili crenations650mm by 450mm on 900mm high parapet wall plastered and painted with3 coats of waterproofing crown silcon paint to approval Main Entrance Curved Gujerati Solid Core Door Ex 100mm by 75mm heavy duty Gujerati door frame with 15mm bevell 50mm Thick indian Teak door leaf panel engraved with bevelled infill panels for decorations 35mm dia brass studs encircled with approved50 mm brass motiff designs 500mm rounded purpose made brass pull handle fixed to approval 100mm by 75mm indian teak centre post with 4pairs of purposeful made heavy duty stainless steel hinges with marching steel washers 2 100mm high semi louvered timber casement window to S E details 200mm thick masonary wall finished with lime plastered and 3 coats of crown silcon waterproofing paint to approval Prefabricated mvule mashrubiya screen system finished with brown satin and treated to approval . 75mm thick prefabricated Gujerati panel door frame treated and finished to approval 20mm thick flower entrance decoration on200mm by 75mm indian teak timber painted and treated to Arch Approval 2 100mm high semi louvered timber casement window to S E details Defined Swahili Entrance Scale 1 20
SECTION -O2
Detail 1 Detail 2 DETAIL-6 DETAIL 3 DETAIL 4 4. 4.
SECTION - O1
Defined Swahili Entrance
Scale 1 : 20
Detailed Design
3.CEILING DETAILS
1.ROOF DETAILS
6.Mvule Timber Brackets .
4.Swahili Brackets .
Baroti and Decorative Cornice
7.Balcony Roof Connection Details
22g galvanized m.s flashing painted to match roofing tiles lapped with sheeting
175mm by 75mm Mvule timber trimmerS E s details
Pitch roof at20 degrees mangalore clay tiles(varies to schedule ) on 50mm by 25mm mvule timber battens at330mm centers on1000g polythene sheeting on mvule timber structure 200mm thick coral stone masonary wall plastered and finished with3 coats of approved paint
Balcony Roof Connection Details
Scale 1 : 20
5.Pargola Fixing Details
2.DRAINAGE DETAILS
Pargola Fixing Details
Scale 1 : 20
sunk bolt to approval
20mm thick mvule timber pargolatreated and varnished to approval
m s bracket with1 coat of primer rawl bolted onto RC structure to SE s Details
Counter -sunk bolt to approval .
150mm by 50mm mvule timber joist treated and varnished to approval
Fixing Details for Brackets
Scale 1 : 20
GSPublisherVersion 0.0.100.100 mm high parapet wall plastered and painted coats of crown silcon water proofing solution to approval Mpingo timber post providing support to the balcony below bolted by ms bolttreated and varnished to Arch Approval Shwahili crenetions650by 459mm on 900mm high parapet wallplastered and paintedwith3 coats of waterproofing crown silcon paint to approval 350mm by 200mm c ring beam to S E s details 500mm wide precast concrete storm water gutter lined with aluminium gutter fixed to manufacturer details 200mm thick coral stone masonary wall plastered and finished with3 coats of approved paint 230mm by 30mm intricately decorated mpingo fiscia board degrees clay tiles laid on50mm by mm timber batten,150mm by 50mm timber rafters100mm by 50 mm wall joined treated and varnished to approval 30 degrees clay tiles laid on50mm by 50mm timber batten150mm by 50mm timber rafters100mm by 50 mm wall plate,joined,treated and varnished to approval 25mm thick approvedridge clay tile Insect mesh to Architect approval 25mm tick clay tile laid on pitch roof at 25 degrees 100mm by 75mm mvule timberkingpost 150mm by 100mm mvule timberridge board 75mm by 50mm mvule timber strut 100mm by 50mm mvule timber rafter 50mm thick mvule timber purlin 75mm by 50mm mvule timber struttreated and varnished to details 50mm by 50mm mvule timberpurlin treated and varnished to details 100mm by 75mm mvule timberrafters treated and varnished to details Mortise and Tenon joint to approval Mortise and Tenon joint to approval panel fasteners Scale 1 20 MS Plate Anchorage 200 mm thick coral stone wall with brackets bolted into it for support 1000mm by 75mm thick mvuleDecorative timber brackettreated with linseed oil bolted on the wall to archites approval 150mm by 75mm outrigger mvule wood beam Neprorene or plastic spacers 30 degrees roofing with approved clay tiles laid at 300mm center overlay on30mm by 50mm by 50mmbattens 750mm high parapet wall plastered and painted with3 coats of crown silcon water proofing solution to approval . 225mm by 25mm intricately decorated mpingo fascia board 200mm thickcoral rag slab finished withlime plaster finished with3 coats of paint to Arch approval mm by 120mm thick cast on site concrete moulding carved ceiling corniceplastered and painted to approval 5mm thick hescian clothe holding particles from falling 150mm by 75mm baroti laid600mm c/c mounted on ceiling by nailing and hookingto the ceilingtreated and varnished with brown paintto Arch approval 75 by 75 by 900mm HighTreated and Varnished Mpingo Hardwood profiled swahili patterned balcony bulstrades 50 by 100by 1 050mm high varnished and treated mpingo hardwood forming cross x balstrades to keep external facades austere also porosity allows free flow of cool air 150mm thick reinforced concrete recessed by120mm doe drainage purpose Swahili Bulstrade Section Detail Scale 1 10
150 150
ms plate to SE s details varnished to approval 150 mm by 50 mm mvule timber beam joist treated and varnished to approval Counter
mm thick coral stone masonary wall lime plastered finished with 3 coats of approved paint
2 100mm high semi louvered timber casement window to S E details
BARC/090J/2018 NICKSON SIMIYU 4. 4.
Year : 2023
Project Role : Architectural Draftsman/ 3D artist 2023-2021
A Cotemporally Modern Design Concept
A
RESIDENTIAL UNIT WITH TWO BEDROOM ON GROUND FLOOR
GSPublisherVersion 0.0.100.100 GSPublisherVersion 0.0.100.100 GSPublisherVersion 0.18.100.100 10 12 14 C C H I J K L M O 2,690 1,500 3,690 1,825 4,795 400 200 1,500 200 2,280 200 2,000 200 4,320 200 1,600 200 1,000 200 14,500 450 950 1,300 200 1,200 200 3,200 3,650 200 3,000 3,200 200 1,200 200 200 3,480 +150 S(......)04 M/BEDROOM PARKING TERRACE C C D E F G H H I J J K K L L M M O O S(......)01 S(......)04 S(.......)02 11,773 15,231 15,231 C D E F F G G 900 O O M M L L K K J J H H 4,180 2,200 2,120 2,400 1,800 1,200 C C H H J J K K L L M M O O 1,200 1,800 2,400 2,120 2,200 4,180 1:100 S(......)04 Elevation (1) 1:100 1:100 S(.......)02 Elevation (1) 1:100
PROPOSED 4 BEDROOM
PLANS GROUNDFLOOR PLAN ROOF TOP REAR RENDER GSPublisherVersion 0.0.100.100
Lobby ❖ Lounge ❖ Servant
❖ 3 Bedrooms Self Contained ❖ Kitchen ❖ Guest Room
Cloakroom/Laundry
Kitchen Yard ❖ Master Bedroom
Family
Flower
AND TWO OTHER BEDROOMS ON THE UPPER FLOOR
❖
Quarter
❖
❖
❖
Room ❖
Gardens ❖ Swimming Pool Design Concept
01
KEY
BEDROOM
PROFESSIONAL WORK
❖ Study Room
5-
MANSION
1.
1.VILLA APARTMENT DESIGN
GSPublisherVersion 0.0.100.100 GSPublisherVersion 0.0.100.100 NOTES GENERAL 1. All dimensions are shown in mm unless otherwise specified. 2. Drawings are not to be scaled.Only figured dimesions to be used. 3. The contractor must check and verify all dimensions on site before commencement of any work CONSTRUCTION STRUCTURAL All black cotton soils to be removed from below all buildings and paved surfaces. All paved surfaces to be clear of black cotton soil to a distance o 500mm outsite the edge the surface. All walls less than 200mm thick to be renforced with hoop irons at every alternate course. For all R.C work.refer to Structural Engineer's detail. Depth of the foundation to be determined on site to S.E's approval. All adjacent rc work and masonry walls to be tied with strap irons at every course. MECHANICAL 1. All plumbing and drainage to comply with city council specifications 2. SVP denotes soil vent pipe to be provided at the head of the drainage 3. Drains passing beneath buildings and driveways to be encased in 150mm concrete concrete surround. 4. All underground foul and waste drain pipes shall be upvc to comply withBSS5255 5. All inspection chambers covers and framing shall be cast iron to comply with BS497 TABLE 2 GRADE A. 6. Minimum slope in the drain to be 1%. 7. No chases will be allowed in the slabs for the pipes .Sleeves will be allowed with written approval of thr SE.No cutting of concrete without the express approval of the Architect or S.E. 8. All testing of pipes must be completed before plastering. 9. All mechanical work must be cordinated with electrical and any conflicts must be clarified before work begins. PV denotes permanent ventilations. 10. All conduits must be laid before plastering 1. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone dust,on hardcore 2. All soil under slabs and all around external foundations to be treated for termite control. 3. All soils on cut embarkments to be stabilized.The slope not to exceed the natural angle of refuse. PROPOSED DEVELOPMENT Revision No. Date Description of Revision Project Title. Plot No. Date SEPT 2020 Drawing Title: Layout Scale: 1:100, 1:200 Checked by. R. Gusiji Drawn by. D.Mokua Client. Mr. Timothy Ngugi Githinji Sign. COUNCIL DRAWINGS PROPOSED DEVELOPEMENT FOR MR. TIMOTHY NGUGI GITHINJI ON PLOT LR. No.337/411 IN ATHI RIVER- MACHAKOS COUNTY FIRE NOTES 1. Indicate All fire escape routes 2.Provide open area fire assembly points 3. Provide approved fire Extingishers in an easily accesible points. PLOT LR. No.337/411 IN ATHI RIVER- MACHAKOS COUNTY BATH BEDSITTER BALCONY BATH BEDSITTER BALCONY BATH BEDSITTER BALCONY WD BATH BEDSITTER BALCONY BATH BEDSITTER BALCONY BATH BEDSITTER BALCONY WD BATH BEDSITTER BALCONY WD BATH BEDSITTER BALCONY BATH BEDSITTER BALCONY BEDROOM LIVING ROOM KITCHEN BATH BALCONY BATH BEDSITTER BALCONY WD BATH BEDSITTER BALCONY 3' 3' 5 5 9" 9" 7' 7' BEDROOM LOBBY BATH BALCONY BATH BEDSITTER BALCONY VOID L(--)04 L(--)05 L(--)07 L(--)06 L(--)08 L(--)08 1,600 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 1,600 5,000 5,000 5,950 1,500 1,600 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 1,600 1,500 200 3,000 150 1,400 150 1,500 200 1,800 200 2,800 200 2,800 200 1,800 200 1,800 200 2,800 200 2,800 200 1,800 200 1,500 150 1,400 150 3,000 200 1,500 36,000 9,000 1,500 2,600 2,200 200 5,000 2,600 2,200 200 1,500 9,000 1,500 5,000 800 3,000 1,800 800 200 800 1,800 4,600 1,800 800 200 800 1,800 2,400 1,500 4,900 1,500 1,750 2,600 1,600 1,200 1,600 2,600 17,550 400 100 5,000 5,000 5,950 1,500 17,550 2,400 1,700 900 900 1,700 3,650 1,500 1,300 1,500 900 900 1,500 200 750 200 2,600 150 1,600 200 1,200 200 1,600 150 2,600 200 750 200 7,800 200 750 200 2,600 150 1,600 200 1,200 200 1,600 150 2,600 200 750 200 1,500 34,650 1,350 200 1,600 150 2,600 200 750 200 1,750 200 1,000 200 1,500 200 1,000 200 RC STAIRCASE TREADS=300MM RISERS = 150MM MS HADRAILS,BALUSTERS & BALUSTRADES TO DETAILS. WD L(--)02 TYPICAL FLOOR PLAN(1ST - 4TH) SCALE 1:100 KITCH CORRIDOR CORRIDOR LOBBY Up pv ELECT. DUCT FIRE DUCT FIRE DUCT LIVING ROOM WD 3,000 150 900 500150 900 600 200 1,700 150 600 2,350 200 2,350 600 150 1,100 600 200 600 1,100 150 600 2,350 200 2,350 600 150 1,100 600 200 1,500 150500 900 150 1,400 100 1,500 200 200 150 4,800 1,100 1,450 700 800 1,400 900 299 900 1,400 800 700 2,100 700 800 1,400 900 299 900 1,400 800 700 1,450 1,100 50 200 4,550 200 750 200 2,600 150 1,000 600 200 1,200 200 600 1,000 150 2,600 200 750 200 1,100 200 4,350 200 1,200 200 4,350 200 1,100 1,700 150 600 1,250 1,100 200 2,350 600 150 1,700 1,200 200 1,600 150 2,600 200 1,150 150 1,100 200 2,600 150 1,600 200 1,200 200 1,600 150 2,600 200 950 150 450 1,550 200 200 2,200 2,600 400 200 1,800 200 1,200 600 700 150 2,600 1,350 150 425 2,175 200 2,175 25 200 3,000 1,800 200 1,200 200 1,600 150 2,600 200 1,300 1,100 200 3,750 600 200 1,200 200 600 3,750 200 1,100 1,600 200 650 2,600 650 200 1,600 1,100 pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv B C C D D 2 2 3 3 7 7 8 8 A A 3' 3' 5 5 9" 9" 7' 7' VOID ABOVE 18,000 5,000 5,000 5,950 4,550 2,850 1,750 3,200 2,900 1,600 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 1,600 1,500 33,000 1,500 1,500 300 14,250 200 3,500 200 2,950 200 2,850 150 1,800 200 1,500 150 1,400 150 3,000 200 1,500 1,500 300 14,250 200 3,500 200 2,950 1,150 1,200 1,000 700 7,550 1,500 4,500 1,500 4,500 2,400 3,500 2,950 2,850 1,800 1,500 1,400 3,000 200 13,200 4,300 2,725 75 4,350 100 1,400 200 1,950 200 2,200 200 950 1,350 5,350 4,000 7,500 2,450 200 850 100 2,900 100 550 100 5,450 100 300 100 14,200 200 1,200 200 4,350 200 910 1,540 1,600 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 1,600 300 300 300 350 200 5,000 100 4,700 200 6,150 100 1,300 250 5,000 5,000 5,950 1,350 18,000 2,450 200 850 100 2,900 100 550 100 5,450 100 300 100 14,200 200 1,200 200 4,350 200 400 200 1,850 1,500 33,000 1,500 750 1,600 4,300 2,700 1,000 6,000 624 L(--)04 L(--)05 L(--)07 L(--)06 L(--)08 L(--)08 RC STAIRCASE TREADS=300MM RISERS 150MM MS HADRAILS,BALUSTERS & BALUSTRADES TO DETAILS. VEHICULAR ENTRY 2 3 5 7 8 9 10 11 12 13 WD BATH BEDSITTER SHOP 01 SHOP 02 POWER/PUMP ROOM L(--)01 GROUND FLOOR PLAN SCALE 1:100 DRIVEWAY ACCESS ROAD ACCESS ROAD ACCESS ROAD ACCESS ROAD LANDSCAPING GATE BEDROOM LOBBY BATH BALCONY ENTRANCE LOBBY PAVED AREA PAVED AREA ENTRANCE SHOP LOBBY Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv Pv UNDERGROUND WATER TANK MH MH MH MH MH MH MH SLOPEFOR SURFACE DRAINAGE SLOPE FOR SURFACE DRAINAGE SLOPE FOR SURFACE DRAINAGE SLOPEFOR SURFACE DRAINAGE ELECT. DUCT FIRE ASSEMBLY POINT 5,000 600 900 150 2,950 100 1,500 LIVING ROOM FIRE DUCT FIRE DUCT B C C D D 2 2 3 3 7 7 8 8 A A 36,000 1,500 33,000 1,500 16,150 1,850 18,000 36,000 1,500 12,600 7,700 12,700 1,500 10,000 18,000 MASONRY BOUNDARY WALL TO DETAILS. 5No. STEPS TO DETAIL. CONNECT TO EXISTING SEWER LINE IN A 45 SADDLE BACK CONNECTION. MASONRY BOUNDARY WALL TO DETAILS. COVERED DUSTBIN CUBICLES AWAY FROM ANIMALS & WEATHER. CONNECT TO EXISTING ROAD DRAINAGE CONNECT TO EXISTING ROAD DRAINAGE MH VEHICULAR ENTRY L(--)0 SITE PLAN SCALE 1:200 ACCESS ROAD ACCESS ROAD ACCESS ROAD ACCESS ROAD LAWN UNDERGROUND WATERTANK MH MH MH MH MH MH LAWN 1 2 4 9 10 11 12 13 LAWN 1.5M SETBACK SETBACK 1.5M SETBACK SETBACK FIRE ASSEMBLY POINT PROPOSED DEVELOPEMENT FOR MR. TIMOTHY NGUGI GITHINJI ON PLOT LR. No.337/411 IN ATHI RIVER- MACHAKOS COUNTY L(--)00A LOCATION PLAN SCALE N.T.S 7 PROPOSED DEVELOPMENT 2.PROPOSED DEVELOPMENT GSPublisherVersion 0.0.100.100 PROPOSED DEVELOPMENT Date Description of Revision Project Title. Plot No. Client. Mr. Timothy Ngugi Githinji Sign. PROPOSED DEVELOPEMENT FOR MR. TIMOTHY NGUGI GITHINJI ON PLOT LR. No.337/411 IN ATHI RIVER- MACHAKOS COUNTY PLOT LR. No.337/411 IN ATHI RIVER- MACHAKOS COUNTY 9 8 7 7' 5 4 4 950 4,550 900 5,050 4,950 4,950 5,000 5,000 5,950 1,050 3,300 2,850 2,850 2,850 2,850 1,700 1,050 450 2,400 450 2,850 2,850 2,850 700 1,700 450 1,700 3,300 2,650 200 2,650 200 2,650 200 2,400 450 1,500 1,150 2,850 450 2,650 200 2,650 200 2,650 200 2,400 200 250 1,500 1,950 2,850 450 11,400 600 2,850 3,300 2,850 2,850 2,850 2,850 450 2,400 450 900 1,500 450 900 1,500 450 900 1,500 450 700 200 1,500 450 1,500 75 1,323 2,850 450 250 200 2,200 200 2,650 200 2,650 200 2,400 200 250 1,500 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. 22 DEG. ROOF PITCH IT5 ROOFING SHEETS ON 50X50MM ON S/W TIMBER TRUSSING TO S.E's DETAILS. DOOR TO OPENING SCHEDULES. 200MM THICK MASONRY WALLS FINISHED AS PER FINISHES SCHEDULES. WINDOW TO OPENING SCHEDULES. 60MM THICK MS HANDRAIL ON MS BALUSTERS & BALUSTRADES TO DETAILS. MAZERAS STONE CLADDING. pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv GRND FlR FFL FIRST FLR LVL SECOND FLR LVL THIRD FLR LVL FOURTH FLR LEVEL TERRACE LEVEL GRND FlR FFL FIRST FLR LVL SECOND FLR LVL THIRD FLR LVL FOURTH FLR LEVEL TERRACE LEVEL L(--)06 ELEVATION L(--)07 ELEVATION D C B A 5,950 5,000 5,000 3,300 2,850 2,850 2,850 2,850 3,300 2,850 2,850 2,850 2,850 2,850 450 2,400 450 2,400 450 2,400 450 2,400 450 900 600 1,400 800 2,850 450 1,200 1,200 450 1,200 1,200 450 1,200 1,200 450 1,200 1,200 450 2,100 900 700 2,700 600 10,950 450 2,200 450 2,700 2,850 2,850 2,850 2,850 2,200 2,700 850 200 2,200 200 2,650 200 2,650 200 2,390 1,000 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. WATER TANK CAPACITY TO M.E'S DETAILS ON SPECIAL DESINED RC SLAB TO S.E'S DETAILS. 60MM THICK MS HANDRAIL ON MS BALUSTERS & BALUSTRADES TO DETAILS. DOOR TO OPENING SCHEDULES. 200MM THICK MASONRY WALLS FINISHED AS PER FINISHES SCHEDULES. RC STAIRCASE TREADS=300MM RISERS 150MM MS HADRAILS,BALUSTERS & BALUSTRADES TO DETAILS. RC PAD FOUNDATION TO S.E's DETAILS. 22 DEG. ROOF PITCH IT5 ROOFING SHEETS ON 50X50MM ON S/W TIMBER TRUSSING TO S.E's DETAILS. TEXTURED EXTERIOR PAINT ON MASONRY BEAM SURFACES GRND FlR FFL FIRST FLR LVL SECOND FLR LVL THIRD FLR LVL FOURTH FLR LEVEL TERRACE LEVEL PARKING BEDSPACE BATH BEDSPACE BATH BEDSPACE BATH BEDSPACE BATH PASS. PASS. PASS. PASS. PASS. TERRACE pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv L(--)08 SECTION GENERAL 1. All dimensions 2. Drawings 3. The commencement CONSTRUCTION STRUCTURAL All black paved All paved outsite All walls every For all Depth All adjacent irons MECHANICAL 1. All 2. SVP 3. Drains 150mm 4. All withBSS5255 5. All comply 6. Minimum 7. No allowed the express 8. All 9. All conflicts 1. All sheeting 2. All termite 3. All natural 9 8 7 7' 6 5 4 3' 2 1 3 4 2 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 5,000 5,000 5,950 1,050 3,300 2,850 2,850 2,850 2,850 1,700 1,050 450 2,400 450 2,850 2,850 2,850 700 1,700 450 1,700 3,300 2,650 200 2,650 200 2,650 200 2,400 450 1,500 1,150 2,850 450 2,650 200 2,650 200 2,650 200 2,400 200 250 1,500 1,950 2,850 450 11,400 600 2,850 2,850 450 2,850 2,850 2,850 2,400 450 1,750 900 3,300 2,850 2,850 2,850 2,850 450 2,400 450 900 1,500 450 900 1,500 450 900 1,500 450 700 200 1,500 450 1,500 75 1,323 2,850 450 200 2,200 200 2,650 200 2,650 200 2,400 200 250 1,500 2,400 500 2,600 200 2,650 200 2,650 200 2,400 500 2,600 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. 22 DEG. ROOF PITCH IT5 ROOFING SHEETS ON 50X50MM ON S/W TIMBER TRUSSING TO S.E's DETAILS. DOOR TO OPENING SCHEDULES. 200MM THICK MASONRY WALLS FINISHED AS PER FINISHES SCHEDULES. WINDOW TO OPENING SCHEDULES. 60MM THICK MS HANDRAIL ON MS BALUSTERS BALUSTRADES TO DETAILS. MAZERAS STONE CLADDING. 22 DEG. ROOF PITCH IT5 ROOFING SHEETS ON 50X50MM ON S/W TIMBER TRUSSING TO S.E's DETAILS. 300MM WIDE RC GUTTER FINISHED IN COATS OF APP MEMBRANE TO S.E's DETAILS. 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. WINDOW TO OPENING SCHEDULES. DOOR TO OPENING SCHEDULES. MAZERAS STONE CLADDING ON FOUNDATION PLINTH. 200MM THICK MASONRY WALLS FINISHED AS PER FINISHES SCHEDULES. pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv GRND FlR FFL FIRST FLR LVL SECOND FLR LVL THIRD FLR LVL FOURTH FLR LEVEL TERRACE LEVEL GRND FlR FFL FIRST FLR LVL SECOND FLR LVL THIRD FLR LVL FOURTH FLR LEVEL TERRACE LEVEL L(--)06 ELEVATION L(--)07 ELEVATION 1,000 2. RESIDENTIAL UNITS APARTMENTS
GSPublisherVersion 0.0.100.100 GSPublisherVersion 0.0.100.100 NOTES GENERAL 1. All dimensions are shown in mm unless otherwise specified. 2. Drawings are not to be scaled.Only figured dimesions to be used. 3. The contractor must check and verify all dimensions on site before commencement of any work CONSTRUCTION STRUCTURAL All black cotton soils to be removed from below all buildings and paved surfaces. All paved surfaces to be clear of black cotton soil to a distance o 500mm outsite the edge the surface. All walls less than 200mm thick to be renforced with hoop irons at every alternate course. For all R.C work.refer to Structural Engineer's detail. Depth of the foundation to be determined on site to S.E's approval. All adjacent rc work and masonry walls to be tied with strap irons at every course. MECHANICAL 1. All plumbing and drainage to comply with city council specifications 2. SVP denotes soil vent pipe to be provided at the head of the drainage 3. Drains passing beneath buildings and driveways to be encased in 150mm concrete concrete surround. 4. All underground foul and waste drain pipes shall be upvc to comply withBSS5255 5. All inspection chambers covers and framing shall be cast iron to comply with BS497 TABLE 2 GRADE A. 6. Minimum slope in the drain to be 1%. 7. No chases will be allowed in the slabs for the pipes .Sleeves will be allowed with written approval of thr SE.No cutting of concrete without the express approval of the Architect or S.E. 8. All testing of pipes must be completed before plastering. 9. All mechanical work must be cordinated with electrical and any conflicts must be clarified before work begins. PV denotes permanent ventilations. 10. All conduits must be laid before plastering 1. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone dust,on hardcore 2. All soil under slabs and all around external foundations to be treated for termite control. 3. All soils on cut embarkments to be stabilized.The slope not to exceed the natural angle of refuse. PROPOSED DEVELOPMENT Revision No. Date Description of Revision Project Title. Plot No. Date SEPT 2020 Drawing Title: Layout Scale: 1:100 Checked by. R. Gusiji Drawn by. D.Mokua Client. Mr. Timothy Ngugi Githinji Sign. COUNCIL DRAWINGS PROPOSED DEVELOPEMENT FOR MR. TIMOTHY NGUGI GITHINJI ON PLOT LR. No.337/411 IN ATHI RIVER- MACHAKOS COUNTY FIRE NOTES 1. Indicate All fire escape routes 2.Provide open area fire assembly points 3. Provide approved fire Extingishers in an easily accesible points. PLOT LR. No.337/411 IN ATHI RIVER- MACHAKOS COUNTY 1 3 4 9 8 7 7' 6 5 4 3' 3 2 1 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 5,000 5,000 5,950 3,300 2,850 2,850 2,850 2,850 2,850 450 10,950 450 1,700 2,850 450 600 1,800 450 600 1,800 450 600 1,800 450 600 1,800 450 1,700 900 2,850 450 2,450 400 2,450 400 2,450 400 2,400 450 1,500 1,350 2,850 450 2,450 450 2,400 450 2,400 450 2,350 450 1,500 1,500 200 250 2,850 700 200 10,500 450 750 300 1,500 300 600 1,200 3,300 2,850 2,850 2,850 2,850 1,700 3,300 600 1,800 450 600 1,800 450 600 1,800 450 600 1,800 450 2,515 3,300 2,850 2,850 2,850 2,850 2,650 500 500 2,850 450 10,950 450 2,650 500 3,350 450 10,950 1,950 1,150 500 500 2,850 450 250 200 2,200 200 2,650 200 2,650 200 2,400 200 250 1,500 1,150 1,000 2,850 450 900 1,500 450 900 1,500 450 900 1,500 450 750 150 1,500 450 1,000 2,850 450 2,850 2,850 2,850 2,850 1,500 1,420 530 23° 23° 23° 23° 23° 23° 23° 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. 22 DEG. ROOF PITCH IT5 ROOFING SHEETS ON 50X50MM ON S/W TIMBER TRUSSING TO S.E's DETAILS. WATER TANK CAPACITY TO M.E'S DETAILS ON SPECIAL DESINED RC SLAB TO S.E'S DETAILS. 60MM THICK MS HANDRAIL ON MS BALUSTERS & BALUSTRADES TO DETAILS. DOOR TO OPENING SCHEDULES. 200MM THICK MASONRY WALLS FINISHED AS PER FINISHES SCHEDULES. RC STEPS TREADS=300MM RISERS = 150MM MS HADRAILS,BALUSTERS & BALUSTRADES TO DETAILS. 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. TEXTURED EXTERIOR PAINT ON MASONRY & BEAM SURFACES 300MM WIDE RC GUTTER FINISHED IN COATS OF APP MEMBRANE TO S.E's DETAILS. 75X75MM RHS STEEL MEMBERS WELDED TO 100X50MM VERTICAL STUDS. 60MM THICK MS HANDRAIL ON MS BALUSTERS & BALUSTRADES TO DETAILS. 200MM THICK MASONRY WALLS FINISHED AS PER FINISHES SCHEDULES. MAZERAS STONE CLADDING ON FOUNDATION PLINTH. L(--)04 ELEVATION pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv GRND FlR FFL FIRST FLR LVL SECOND FLR LVL THIRD FLR LVL FOURTH FLR LEVEL TERRACE LEVEL GRND FlR FFL FIRST FLR LVL SECOND FLR LVL THIRD FLR LVL FOURTH FLR LEVEL TERRACE LEVEL L(--)05 ELEVATION 3' 3' 4 4 5 5 9" 9" 7' 7' L(--)04 L(--)05 L(--)07 L(--)06 L(--)08 L(--)08 36,000 1,600 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 1,600 600 8,400 900 250 350 5,000 200 200 4,200 200 200 5,000 350 250 900 8,400 600 250 5,550 200 4,200 200 5,550 250 36,000 1,600 950 4,550 900 5,050 4,950 4,950 5,050 900 4,550 950 1,600 1,500 350 5,100 300 1,100 250 5,150 350 7,800 350 5,150 250 1,100 300 5,100 350 1,500 2,000 600 5,000 1,500 8,450 450 18,000 2,000 600 5,000 1,500 8,450 450 18,000 8,450 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. 300MM WIDE RC GUTTER FINISHED IN 2 COATS OF APP MEMBRANE TO S.E's DETAILS. RC SLAB LAID TO FALL. 50MMTHICK INTERLOCKINGTILESON WATERPROOFRCSLABLAIDTOFALL 50MMTHICK WATERPROOFINTERLOCKINGTILESON RCSLABLAIDTOFALL L(--)03 ROOF PLAN SCALE 1:100 1,900 6,400 1,675 250 2,675 250 2,800 200 750 200 900 150 3,300 150 5,025 200 750 200 500 12,650 250 1,650 150 3,900 150 1,650 250 12,400 250 500 22 DEG. ROOF PITCH IT5 ROOFING SHEETS ON 50X50MM ON S/W TIMBER TRUSSING TO S.E's DETAILS. WATER TANK CAPACITY TO M.E'S DETAILS ON SPECIAL DESINED RC SLAB TO S.E'S DETAILS. 300MM WIDE RC GUTTER FINISHED IN 2 COATS OF APP MEMBRANE TO S.E's DETAILS. 75MM THICK AVERAGE DOUBLE WEATHERED COPING STONE ON 200MM THICK MASONRY PARAPET WALL. RC SLAB LAID TO FALL. FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL B B C C D D 1 1 2 2 3 3 6 6 7 7 8 8 A A
KEY
5Bedroom
Mansion.
❖ Cloakroom/Laundry
❖ Kitchen Yard
ENTRANCE PORCH
PARKING
❖ Master Bedroom
LOBBY
❖ Family Room
LOUNGE
SERVANT QUARTER
❖ Swimming Pool
FLOWER GARDENS
GUEST ROOM
Design Concept
KEY
KITCHEN
A Cotemporally Modern Design Concept
CLOACKROOM/LAUNDRY
❖ Entrance porch
❖ Parking
❖ Lobby
❖ Lounge
KITCHEN YARD
MASTERBEDROOM
FAMILY ROOM
3 BEDROOM ENSUITE
❖ Servant Quarter
❖ Study Room 5- BEDROOM MANSION 3.MANSIONNETTE
STUDY ROOM
❖ Flower Gardens
SWIMMING POOL
❖ Kitchen
❖ Guest Room
Design Concept
01
A contemporary modern design concpt
❖ Cloakroom/Laundry
❖ Kitchen Yard
❖ Master Bedroom
❖ Family Room
❖ 3 Bedrooms Self Contained
❖ Swimming Pool
GSPublisherVersion 0.0.100.100
Front Elevations and First Floor Plan 02
❖ Study Room 3.MANSIONNETTE
❖ 3 Bedrooms Self Contained
KEY 3. MANSION