P
O RCHITECTURAL R S T H F E O S APKOTA H L I 2 O 18 9
A
N E P KATHMANDU A L
ASHESH SAPKOTA 502 W Midvale Avenue, Apt 1 | Philadelphia | PA | 19144 | https://www.linkedin.com/in/ashesh-sapkota/ ar.sapkotaashesh@gmail.com | 267.250.0668 | https://www.behance.net/asheshsapkota
EDUCATION:
Master of Architecture
May 2019
Jefferson (Philadelphia University + Thomas Jefferson University) Coursework emphasis: Architecture, GPA: 3.80
Philadelphia, PA
Graduate Research Assistant Award 2017-19 Bachelor of Architecture
February 2016
Pokhara University
Pokhara, Nepal
Concentration: Architecture, GPA: 3.84 Dean’s List 2016
EXPERIENCE:
Toll Brothers, Horsham, PA Architectural Intern o o
Involved in revision of architectural drawings as per construction drawings. Responsible for creating option details of floor plans and drafting as per redlining.
Jefferson (Philadelphia University + Thomas Jefferson University) Graduate Research Assistant o o
August 2017– May 2019
Involved in various research related to parks usage and health benefits. Participated in meetings related to parks development, usage and benefits to people health.
KSM Consultant, Kathmandu, Nepal Architectural Designer o o
December 2018-May 2019
April 2017– August 2017
Responsible for client handling, meeting and concept development. Involved in design development, 3D modelling in SketchUp and renderings for client presentation.
R & R Hotels and Resorts, Patan, Nepal Junior Architect o o
Participated in various meetings with contractor and consultant architects. Responsible for preparing shop drawings in AutoCAD for construction and monitoring site construction.
Archi Plan SBT. Kathmandu, Nepal Architectural Intern o o
MEMBERSHIP:
September 2016– April 2017
October 2014– April 2015
Participated in client meetings and design concept discussions and presentations. Involved in preparing shop drawings, detailing’s, modellings in SketchUp and rendering images using Vray.
Associate AIA American Institute of Architect (AIA) Registered Architect (RA) of Nepal Nepal Engineering Council (NEC) Volunteer Architect
December 2014– January 2015
Aussie Action Abroad (AAA) Former General Secretary Architecture Students Association of Nepal (ASAN)
SKILLS:
o o o o o o o
AutoCAD | Revit | 3Ds Max SketchUp | VRay | Sefaira Rhinoceros | Grasshopper Photoshop | InDesign | Illustrator Lumion | Animation MS-Word, MS-PowerPoint, MS-Excel Languages | English | Nepali | Hindi
January 2016– January 2017
ACADEMIC WORK
01
High Performance Facade Design
02
Agriculture Research Center
03
Archaeology Musuem
04
Learning Pod
05
Nexus Design Center
MArch Thesis Design Studio 6 Spring 2019
MArch Collaborative Design Studio 5 Fall 2018
MArch Design 4 Spring 2018
MArch Design 4 Spring 2018
MArch Sustainable Design Studio Fall 2017
01
High Performance Facade Design
THESIS The purpose of this thesis is to design a high performance faรงade for high rise building. The thesis will focus on a faรงade system that respond to daylighting and help in minimizing energy load of the building giving an identity by reflecting the site cultural values.
SITE SELECTION The thesis is primarily looking at urban sprawl settlement in Kathmandu, Nepal. The city has poor and limited technology, but rich with cultural values and systems. This thesis will investigate the need of the city, people and analyze to integrate modern and parametric technology to fit in the site context and look for design solutions to best represent it.
02
The Bridge - Agriculture Research Institute
Black Hills Ranch, a 12,000-acre ranch, will be the newest acquisition of Sul Ross University commitment to education. The ranch lies 28 miles south of Marfa, Texas in Presidio County. The acquisition comes at a time for Sul Ross University commitment to building a more sustainable future. The University’s Department of Agricultural and Natural Resources Sciences Department (ANRS) efforts in sustainability has led the Department to seek a working ranch with the mission of addressing the Agri-livestock industry’s shortsighted work practices. Efforts in ranching and farming will address water consumption and how to best maximize a limited resource.
EXISTING SITE CONDITION EXISTING EXISTINGSITE SITECONDITION CONDITION The site has many small cluster of hills that result in formation of creek during The Thesite sitehas hasmany manysmall smallcluster clusterofofhills hillsthat thatresult resultininformation formationofofcreek creekduring during rainy weather. rainy rainyweather. weather.
EXISTING SITE CONDITION SITE EXISTING SITE CONDITION SITEPROBLEM PROBLEM SITE PROBLEM SITE SITEPROBLEM PROBLEM The many small hills ininformation ofofcreek during Thesite sitehas has many smallincluster cluster hillsthat that result formationrate creek during Thesite sitebeing beinglocated locatedinindesert desertclimate climatehas hashigh highevaporation evaporationrate ratewhich whichresult result being located desertofof climate hasresult high evaporation which result The The The site site being being located located in in desert desert climate climate has has high high evaporation evaporation rate rate which which result result rainy weather. totodry rainy weather. drystreams. streams. to dry streams. totodry drystreams. streams.
REQUIRED REQUIREDFOOTPRINT FOOTPRINT REQUIRED FOOTPRINT BIOCLIMATIC APPROACH EXISTING SITE SITEPROBLEM PROBLEM EXISTINGSITE SITECONDITION CONDITION REQUIRED REQUIREDFOOTPRINT FOOTPRINT BIOCLIMATIC BIOCLIMATICAPPROACH APPROACH selected on ofofcreek totosolve the problem ofofthe te which result The Thebuilding building location was selected on top creek solve theextreme problemhot the location was selected on top ofhigh creek to solve therate problem the The buildinglocation volumewas pushed down totop earth to prevent from cliThe site located inindesert has which result Thesite sitehas hasmany manysmall smallcluster clusterofofhills hillsthat thatresult resultininformation formationofofcreek creekduring during The Thebuilding sitebeing being located desertclimate climate has highevaporation evaporation rate whichof result The Thebuilding buildinglocation locationwas wasselected selectedonontop topofofcreek creektotosolve solvethe theproblem problemofofthe the The building volume pushed down to earth totoprevent The building volume pushed down to earth preventfrom fromextreme extremehot hotcliclisite. site. site. mate. drystreams. streams. rainy totodry rainyweather. weather. site. site. mate. mate.
BIOCLIMATIC BIOCLIMATICAPPROACH APPROACH PROGRAMMATIC APPROACH PROGRAMMATIC PROGRAMMATICAPPROACH APPROACH The down earth extreme hot cliThebuilding buildingvolume volume pushed down earthto toprevent prevent from extreme hot cli- The Theprogram programdid program dividedpushed into public andtoto private spaces and from the building split apart The program divided into public and private spaces The program divided into public and private spacesand andthe thebuilding buildingsplit splitapart apart to allow contin mate. mate. to allow contin to allow continuous water flow through the building. totoallow allowcontinuous continuouswater waterflow flowthrough throughthe thebuilding. building.
STRUCTURAL MOVE WATER CAPTURE PROGRAMMATIC APPROACH STRUCTURAL MOVE WATER CAPTURE STRUCTURAL MOVE WATER CAPTURE SITE RESPONSE BIOCLIMATIC APPROACH PROGRAMMATIC APPROACH REQUIRED REQUIREDFOOTPRINT FOOTPRINT BIOCLIMATIC APPROACH PROGRAMMATIC APPROACH STRUCTURAL WATER WATERCAPTURE CAPTURE SITE SITERESPONSE RESPONSE STRUCTURALMOVE MOVE building columns respond totoand heavy roof spanning over large surface and collects water transfer excess water totothe cistern below reuse. xtreme hot cli- The The program divided into public and private and thethe building splitofof apart The building columns respond heavy roof spanning over large surface and The Theroof roof collects waterand andbuilding transferand excess waterto cistern below for reuse. Thegreen greenroof roo respond to heavy roof to spanning over large surface and roof collects water and transfer excess water toand cistern forsplit reuse. green roof bridge the connect existing hillfor with similar The on top creek solve the The building volume totoearth from extreme hot cliThe program divided into public private spaces the building apart Thebuilding buildinglocation locationwas wasselected selected on topofofspaces creektoto solve theproblem problem the The Thebuilding buildingcolumns volumepushed pusheddown down earth toprevent prevent from extreme hot cli- The The program divided into public and private spaces and thebelow building split apart The Thebuilding buildingcolumns columnsrespond respondtotoheavy heavyroof roofspanning spanningover overlarge largesurface surfaceand and The collects water transfer excess Theroof roof collects waterand and transfer excesswater watertotocistern cisternbelow belowfor forreuse. reuse. The Thegreen greenroof roofbridge bridgethe thebuilding buildingand andconnect connecttotothe theexisting existinghill hillwith withsimilar similar vegetation. transfer load uniformly to the ground. to allow continuous water flow through the building. transfer uniformly to the ground. vegetation. transfer vegetation. site. mate. totoallow continuous water flow through site. mate. load uniformly to the ground. allowload continuous water flow throughthe thebuilding. building. transfer transferload loaduniformly uniformlytotothe theground. ground. vegetation. vegetation.
ON DETAILS
1 3 2 12 17
1
4
6
5
1 7
3
82
4
18
3
5
12
10
7
13
14 16
9
8
15
6
10
11
10
19
2
4
11
18
20
Entry Level 25' - 0"
10 6
12 17
19
See Louver Detail 03
9
27
20
See Detail 01 21 22
27
5
24 25
21 6
31
32
28
26
29 30
22
33
8 7
23
34
Groung Level 15' - 0"
23
1/2” 25 = 1’-0”
SCALE
28 31
26
ASSEMBLY 24 DETAIL 01
1. Parapet Clipping Sheet metal clip 14Metal6Clipping 15 12 2. Sheet 13 3. Bitumen16Waterproofing 4. 2-poly 5. Clamping Bar 6. Rigid Foam Insulation 7. Loose Gravel 8. Planting 9. Substrate 10. Filter Fleece 11. Drainage layer 12. Extruded Polystyrene 13. XPS Board 14. Water proofing 15. Concrete wall slab 16. Waffle Slab 17. Timber board 18. Metal L-Clamp 19. Perforated Metal Panel 20. Hollow steel square Section 21. Concrete wall ( 4 inch) 22. Rigid insulation ( 2 Inch) 23. Steel studs ( 3 Inch) 24. Gypsum Board 25. Interior finish
29 30
32 33
33 34
5
36
9
37
38
41
50
42
49
47
48
Roof Detail 0”
3”
44 46
1’-0”
6”
1”
55
12
54 51
53 52
56
33
11 10
40
39
35
6
26. Concrete column 27. Metal hock/ Bolts 28. Clipping support 29. Steel studs support 30. Sealant 31. Dip Cut 32. Drip Clip 33. Aluminum Curtain Mullion Section 34. Double Layer Curtain Glazing system 35. Joint Cut with weather Proofing ( with sealant) 36. Grill 37. Flex Duct 38. Supply Duct 39. Duck hanger Bracket 40. Floor Finish 41. Steel Deck 42. Pedestal 43. Concrete Floor 44. Viper Barrier 45. Rigid Insulation 46. Concrete foundation Wall 47. Top Soil 48. Planting 49. Crushed Stone
See Detail 02 UG Level 0' - 0"
13
45
43
44
36
37
38
35
49
1. Green Roof 2. Waffle Slab 3.Perforated Metal Panel 4. Non-load bearing insulat-
7. Underfloor HVAC System 8. Raised floor 9.Light Shelves 10.Retaining Wall Anchor
47
48
40
39
SCALE 1/2” = 1’-0”
45 44
SCALE 3/4” = 1’-0”
42 50. Metal Louver Perforated 51.Hollow Square section 52.Levelling Mortar 53. C- Section bracket 54.Steel Screw fixings with sleeves on side to allow movement 55. L- Section bracket 56. Structural concrete wall
44 46
ASSEMBLY DETAIL 02
ASSEMBLY DETAIL 03 @ LOUVER 41
43
EXPLODED AXONOMETRIC
GREEN ROOF
LOUVRE FACADE
WAFFLE SLAB
PUBLIC AND PRIVATE SPACES
EARTH SHELTER
PERMEABLE ROADS
NORTH ELEVATION
ROAD AND PHYTOREMEDIATION
WETLANDS
PARKING AND PHYTOREMEDIATION
e
t ramp people can LOOK into the tower as a future. The site also has a tower growing from the dig looking over to the site and New York skyline. NEW YORK The insitute of archaelogy has a learning center, research laboratory, archaeological digs and exhibits The structure is conceptualized from sticks of findings in different level of building. The dig connected by the tunnel ascend people to another supporting each other and further generated 17 th by grasshopper script to optimize strength building across street through ramp where people LEARN about past. The gallery ascend gradually to st re site t and span, minimizing material. The structure different levels with galleries of past and future steel sculptures. provides larger cantilever and column free interior space freeofmovement people. The building At theforend the rampof people canfacade LOOKofinto the isfuture tower. The structure is conceptualized from self supporting sticks and further generated by grasshopper script to optimize strength and span minmimic of structure The double skin facade also thermally insulate the imizing material. The structure allows for larger cantilever and column free interior space for free movement of people. The facade of buildingis mimic of structure The double skin facade also thermally building and the green roof collects water and insulate noisy sound building and thecalm green collects and insulate noisy sound of busy New York street creating calm and relax interior environment. ofinsulate busy Newthe York street creating and roof relaxing interiorwater environment. chelsea market
03
Archaeology Musuem
25
0
100
50
FT.
VINCULUM
aerial view
to future
from past
site
programming
tilt and rotate
connect and view
finding structure
support and span
04
Learning Pod
HEX-POD
05
Nexus Design Center
The Nexus Center was designed as a collaborative design studio project in the heart of Philadelphia City Downtown at 11 and Chestnut Street. The building was designed as the center for Jefferson + Philadelphia University students, professors and delegates for collaborative studios, research meetings and presentations, galleries and event space with center city view. The building is designed with LEED Gold and WELL standard.
一䔀堀唀匀 䐀䔀匀䤀䜀一 䌀䔀一吀䔀刀 䰀攀瘀攀氀
㔀㤀ᤠⴀ ᴠᴠ
㈀㤀ᤠⴀ㘀ᴠᴠ
刀䌀倀 ㌀⼀㘀
㌀㌀ᤠⴀ ᴠ
㠀㤀ᤠⴀ ᴠ ㈀㠀ᤠⴀ ᴠ
㈀㠀ᤠⴀ ᴠ
㌀⼀㘀
㈀㤀ᤠⴀ㘀ᴠᴠ
䰀椀最栀琀 䰀攀最攀渀搀 匀洀愀氀氀 䐀漀眀渀氀椀最栀琀
PROFESSIONAL WORK
01
Bala Adhikari Residence
02
Sharma Residence
03
Ramkot Residence
04
Kumar Tower
05
Dolpo Resort
Sanepa, Lalitpur KSM Consultant 2017
Kathmandu KSM Consultant 2017
Kalanki, Kathmandu KSM Consultant 2017
Putalisadak, Kathmandu KSM Consultant 2017
Dolpa R and R Hotels and Resorts 2016
PROJECT : Bala Adhikari Residence TYPE : New Residence Design LOCATION : Sanepa, Nepal OFFICE : KSM Consultant ROLE : Architectural Design and Drafting
A
B
D
C 39'-3"
D2
14'-0" 10'-0"
9'-
4
SETBACK LINE: 1.5M SEPTIC TANK
"
'-1
36
SOAK PIT
"
'-8
44
6
MH
11'-2"
2
29'-9" 9'-9"
2
1'-3"
4'-9"
12'-3"
2'-3" 9"1'-0" 2'-0"
7'-6"
14'-0" 39'-3"
GROUND FLOOR PLAN 1398.77 SQ FT
C
D
C
D
B
42'-2"
5'-3"
2'-11" 1'-0" 2'-6"
12'-3" 4'-1"
4'-0"
1'-3"
6'-9"
2'-6" 1'-0"
14'-0"
FIRST FLOOR PLAN 1266 SQ FT
EAST ELEVATION
11
6'-
8"
SITE PLAN
3'-2" 1'-8" 1'-0" 6'-0"
3'-6"
+ 33'-3" PARAPET LVL.
3'-3"
9'-11"
+ 29'-9" THIRD FLOOR LVL.
2
+ 19'-10" SECOND FLOOR LVL.
3'-0"
9"1'-0" 2'-0"
3'-0"
1 1
WASHING MACHINE D2
1'-0" 2'-11"
W17
2'-9"
5'-3"
9'-11"
12'-3"
11'-3"
12'-3"
8'-3" 2'-9"
BEDROOM 18'-11" X 12'-0"
2'-10" 1'-0"
4'-8"
+ 9'-11" FIRST FLOOR LVL.
1
14'-0"
14'-9" 34'-5"
D
A
B
± 0'-0" PLINTH LVL.
SECOND FLOOR PLAN 564.11 SQ FT
NORTH ELEVATION
SECTION AT X-X
WEST ELEVATION
24'-0
55'-10"
3
D1
7'-6"
C
"
9
Schedule of Openings
SITE AREA:5230.87 SQ. FT.
1'-0"
1'-0"
D1
42'-3"
B
27'-8"
2'-9"
1'-0"1'-2" 12'-10"
13'-10"
TERRACE
CLOSET
30'-9"
2 2
W19
D2
V1
10
57'-3"
MH
12
14'-0" 11'-0"
44'-1"
W17
W9
14'-9"
A
28'-7"
9'-11"
W10
V1
2'-6" 1'-0"
W17
3'-6"
3'-0" 2'-11" 1'-0"
SITTING ROOM 9'-6" X 12'-0"
1'-0" 1'-8" 2'-9"
TOILET 5'-11" X 7'-7"
12'-3"
12'-3"
11'-3" 2'-6" 1'-0"
1'-0" 1'-6" 1'-5"
W7
D2
BEDROOM 12'-0" X 12'-0"
8
9'-0"
1'-3" 2'-1" 2'-9"
D2
1'-8" 1'-0"11"
W16
D1
D2
7'-0"
2'-9"
X 1'-0"
VOID
D2
CLOSET
3'-9"
W18
5'-3"
46'-7"
12'-10"
13'-10"
V1
3 3
11"1'-0"
W5
FAMILY ROOM 14'-6" X 13'-1"
A. TOILET 5'-11" X 10'-2"
1'-0"
4
13'-10"
3'-0" 1'-0" 11'-10" 1'-0"1'-2"
D2
D1
VOID
V1
8'-11"
9"
TOILET 5'-11" X 7'-5"
4'-0"
6'-3"
W4
BEDROOM 9'-5" X 13'-9"
W15 D1
1'-0"10"
5'-
14'-0"
3'-0"
D2
2
1
9"1'-0" 2'-0"
12'-8"
D2
CLOSET
STUDY ROOM 12'-3" X 11'-8"
14'-9"
5'-0"
W14
TOILET 4'-0" X 5'-7"
W12
7'-6" 1'-5"1'-0"9"
7'-7"
W13
D1
3
1'-4"
X
4
2'-9"
X
1'-0"
9'-6"
35'-6"
14'-0" 3'-4"
"
3"
PROPOSED SITE
3'-6"
14'-9" 10'-3"
1'-1"
PROPOSED BUILDING
39'-8" 89'-5
67'-
COVERAGE AREA=1398.77 sq.ft.
A
3'-0"
B B
GYM
2'-6" 1'-0"
A A
BUDDHA AIR HANGER WAY TO PEPSICOLA CHOWK
14'-10"
2'-9"
41'-1"
14'-9"
2'-6" 1'-0"9"
32'-10"
6'-9"
20'-7"
1
W9
1'-3"
32'-8"
2'-10" 1'-0" 2'-6"
8'-6"
W10
8'-0"
7
2'-0"
1'-6"
46'-7"
W11
ROOF PLAN
13'-10"
1'-0" 2'-11"
7'-6"
1'-11"
1'-2"1'-0"
1'-0" 1'-8"
11'-3"
8'-0"
2'-9"
SOLAR
X
12'-3"
W8
0"
77'-1
55'-11"
1
KITCHEN DINING 28'-3" X 12'-0"
ROW LINE: 3M
5'-0"
5
" 11
TERRACE
29'-11"
37'-8"
9'-9"
22'-7"
19'-8"
3'-6"
W7
3
3"
23'-
9'-3"
1'-0"
W6
UP
D2
3'-6"
X
2
MD
TERRACE BELOW
1
13'-6"
V1
STORE 5'-11" X 5'-2"
4'-0"
LIVING ROOM 23'-3" X 18'-4"
1'-4" 1'-3" 11"
42'-3"
W6
V1
12'-10"
13'-10"
D2
A. TOILET 5'-11" X 7'-5"
WATER TANK
3
11"1'-0"
W4
13'-7"
PUJA 7'-1" X 5'-0"
4'-0"
D3
ROAD CL
21'-1"
4'-0"
W4 W5
D2
19'-9"
4
14'-0"
MEETING ROOM 13'-4" X 8'-10"
D1
1'-0"
9"1'-0" 2'-0"
2'-11" 1'-0"
5'-0"
9" 1'-4"
W3
1'-5" 1'-0"9"
41'-1"
MD
TOILET 4'-0" X 9'-4"
BEDROOM 10'-1" X 13'-9"
13'-0"
7'-7"
13'-10"
W2
4'-0"
6'-1"
14'-0"
1'-0"
W1
2'-0" 9"1'-0"
11'-1"
3
3'-1"
X
4
6'-6"
7'-6"
X
1'-0" 1'-5"
14'-0"
X
14'-9"
-4'-0" GROUND LVL.
SOUTH ELEVATION
SN Wins/Doors 1 MD 2 D1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
D2 D3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 V1
Size 4'-0" X7'-0" 3'-3"X7'-0" 2'-9" X7'-0" 8'-4" X7'-0" 6'-6" X7'-0" 2'-0" X3'-6" 7'-7" X7'-0" 4'-0" X4'-6" 5'-0" X4'-6" 3'-6" X7'-0" 2'-3" X7'-0" 8'-0" X4'-6" 6'-9" X4'-6" 2'-6" X4'-6" 8'-0" X4'-6" 16'-9" X9'-6" 2'-9" X3'-6" 7'-7" X4'-6" 1'-3" X7'-0" 11'-0" X4'-6" 5'-3" X7'-0" 4'-0" X3'-6" 6'-0" X4'-6" 2'-0" X2'-0"
Nos. 2 7 13 1 1 1 1 3 2 2 2 1 2 2 1 1 1 1 1 1 3 1 1 6
PROJECT : Jyoti Sharma Residence TYPE : New Residence Design LOCATION : Kathmandu, Nepal OFFICE : KSM Consultant ROLE : Concept Design, Architectural Design Rendering, and Drafting
B
D
C
A
E
B
1'-6"1'-0" 1'-0" 2'-6"
8'-9" 2'-6"
1'-9"1'-0"
W8
10'-6" 6'-6"
2'-0" 1'-0"
4
1'-0"
D1
E
45'-8" 11'-0" 5'-0"
1'-5" 2'-0" 1'-0" 2'-0" 1'-6"
14'-6" 10'-1"
3'-0" 1'-0"
1'-0" 1'-0"
14'-6" 2'-7" 3'-0"
4'-6"
W6
1'-0"
1'-0"
4
3'-0" 1'-0"
D
C
45'-8" 10'-6" 6'-6"
4
1'-5" 2'-0" 1'-0" 2'-0" 1'-6"
11'-0" 5'-0"
1'-6"1'-0" 2'-5"
8'-9" 4'-0"
1'-5"1'-0"
1'-0" 1'-0"
A
W8
W10
4
ROA
D CL
W5
2
W3
5'-6"
A. TOILET
2'-6"
4"
8'-
" 7" 0" '-4 2'- 4'-1 2 20 2
15'-6
"
8'-0" 11'-0"
2'-0" 1'-0"
3'-9"
1
1
1'-0"
8'-4"
8'-9"
5'-2"
13'-6" 14'-6"
10'-6"
1'-0"
8'-0" 11'-0"
4'-0"
6'-9"
13
10'-6
"
1
8'-9" "
E
42'-0"
8'-9"
"
'-0 "
LOCATION PLAN
5'-4"x7'-3"
W4
UTILITY ROOM
W5
1'-5"
5'-4" 1'-0"
D2
10'-10"
6'-0" 9'-9" 29'-9"
5'-6"x9'-4" D2
SOLAR
PANCHAKANYA MARG
WAY TO MAHARAJGUNJ
2
36'-11"
3'-0"
6'-1"
DW1
LOWER TERRACE
SITE PLAN
SITE AREA: 2322 SQ. FT.
SHER BAHADUR HOUSE
UPPER TERRACE 10'-10"
5'-0"x5'-9"
W7
21'-6" 9'-0"
3
PUJA ROOM
X
UPPER TERRACE LOWER TERRACE
LOWER TERRACE
LOWER TERRACE
8'-4"
5'-2"
13'-6" 14'-6"
10'-6"
Ϊ ʹͺ̵ǦͲ̶ Ǥ Ϊ ʹͷ̵Ǧͺ̶ Ǥ
15'-9"
Ϊ ʹͲ̵Ǧͺ̶ Ǥ
5'-0"
Ϊ ͳͺ̵Ǧͺ̶ Ǥ
11'-0" 45'-8"
C
D
SECOND FLOOR PLAN
8'-11"
B
Ϊ ͳ͸̵ǦͶ̶ Ǥ
ROOF PLAN
NON COUNTABLE FLOOR AREA=538.29 SQ.FT. COUNTABLE FLOOR AREA=501.39 SQ.FT.
Ϊ ͳͳ̵ǦͶ̶ Ǥ
Ϊ ͻ̵ǦͶ̶ Ǥ Ϊ ͹̵ǦͲ̶ Ǥ
8'-11"
A
Schedule of Openings
Ϊ ͵ͳ̵ǦͲ̶ Ǥ
8'-11"
LOWER TERRACE
5'-11"
1'-0"61" '-0"11"1'-0"
D2
WATER TANK
10'-6"
X
D1
DN
W7
2'-5" 1'-0"
DW2
30'-0"
8'-0"
10'-4"x7'-11"
8'-0"
1'-0" 1'-0" 6'-0" 8'-0"
1'-0" 1'-0" 8'-0" 7'-0"
C. TOILET
X
ACTIVITY ROOM
WAY TO BUDANILKANTHA
4
"
SITE
17'-6"
W8
W10
19
1'-6"1'-0"
'-0
11'-0" 1'-5" 2'-0" 1'-0" 2'-0" 1'-6" 5'-0"
17
3'-0" 1'-0"
"
'-4
2'-0" 1'-0"
14'-6" 10'-1"
45'-8
14
D
C 45'-8"
10'-6" 6'-6"
0"
'-1
51
NON COUNTABLE FLOOR AREA=980.58 SQ.FT. COUNTABLE FLOOR AREA=943.68.58 SQ.FT.
FLOOR AREA=1073.53 SQ.FT.
B
D
FIRST FLOOR PLAN
GROUND FLOOR PLAN
A
C
B
21'-9
A
E
SEPT IC TANK
"
" '-0 22
D
SOAK PIT
11'-0
1'-0"
45'-8"
C
B
MH
8'-0"
"
11'-0"
W2
W1
17'-8"
"
1'-0"
5'-0"x6'-0"
12'-0
13'-6" 14'-6"
BALCONY
44'-8"
1'-0"
D2
14'-6"x10'-3"
26'-8"
9'-6" 10'-6"
MASTER BEDROOM
11'-2"x10'-3"
8'-4"x11'-0"
8'-0"
W3
D2
FAMILY ROOM
BALCONY
45'-8"
29'-9" 9'-9"
.5M
34'-6 "
1'-0"
W2
A
X
2
INE: 1
'-3 W9
W4
1'-0"
3
37'-3"
ACK L
5'-5
8-0"x10'-6"
4'-11"
KITCHEN
9"1'-0"
12-0"x8'-11"
11'-0" 11'-0"
DINING ROOM
13-9"x6'-3"
11'-0"
11'-0" 1'-0" 5'-0"
LIVING ROOM
W1
4
SETB
"
8'-8"x5'-0"
3'-2"
4"
7'-
9'-10 "
2
1'-5"1'-0" 1'-0"
BED ROOM
10'-11"x11'-0"
UP
2
6'-0" 9'-9" 29'-9"
W7
D1
MD
3
D1
12'-11"
1'-0"1'-5"
1'-0" 4'-0"
D2
W4 W7
2'-0" 5"
W5
10'-11"x11'-0"
29'-9" 9'-9" 1'-0"6"1'-0" 1'-0" 1'-0"
BED ROOM
16'-9"x8'-9"
UP
D2
5'-3"
LIVING ROOM
6'-0" 9'-9" 29'-10"
W7
4'-11"x7'-3"
10'-4"x8'-3"
4'-6"
X
1
3
1'-0"
1'-5"1'-0"
D1
1'-0"
29'-10" 9'-9" 5'-3" 1'-6"1'-0" 1'-0" 1'-0"
W7
3
X
2
W4
A. TOILET
FAMILY ROOM
D2 D1
5'-1"
12'-8"x7'-11"
8'-0" 7'-0"
7'-0" 8'-0"
8'-0" 7'-0"
MAIDS ROOM
X
3
DW2
X
5'-4"x7'-3"
6'-0" 8'-0"
C. TOILET
Ϊ ʹ̵ǦͲ̶ Ǥ
± 0'-0" PLINTH LVL.
Wins/Doors 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
MD D1 D2 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 DW1 DW2
Size 4'-0" X7'-0" 3'-0"X7'-0" 2'-6" X7'-0" 13'-6" X7'-0" 6'-6" X7'-0" 4'-0" X4'-6" 5'-0" X5'-0" 6'-0" X5'-0" 4'-6" X5'-0" 1'-0" X22'-10" 2'-0" X4'-0" 4'-6" X4'-6" 10'-1" X7'-0" 13'-6" X7'-0" 7'-0" X7'-0"
Nos. 1 6 8 2 2 1 3 3 1 2 3 1 2 1 1
Ǧͳ̵Ǧ͸̶ Ǥ
Ǧ
O
B
P
D
D
S
D
PROJECT : Ramkot Residence TYPE : New Residence Design LOCATION : Kalanki, Nepal OFFICE : KSM Consultant ROLE : Architectural Design, Rendering and Drafting, Site Supervision
4'-9"
9'-0"
5'-3"
1'-0"
C
A
11'-0"
B
3'-8"
1
1'-0"1'-0" V2
1'-0"
C
A
5'-0"
11'-0"
3'-0"
1'-0"
3'-8"
9'-0"
4" 2'-0" 4"
3'-8"
22'-0"
38'-0" 53 '-7 "
1'-0"6" 32'-5"
27'-0"
ROAD CL
1'-0" 1'-9"
9'-3"
6"
22'-0" 13'-3"
SITE PLAN
8'-3"
SITE AREA:1370.63 SQ. FT.
9'-0"
8'-0"
1.5 M SETBACK LINE
10'-0"
9'-0" 6"1'-0"
SOAK PIT
7'-3"
SEPTIC TANK MH
1
C
697.25 SQ FT
29'-9"
37'-0" 43'-0"
11'-0"
11'-0"
SECOND FLOOR PLAN
697.25 SQ FT
1.5 M SETBACK LINE ROAD CL
2
21'-0"
B
FIRST FLOOR PLAN
+ 37'-4" THIRD FLOOR LVL.
13'-0"
W3
13'-0"
COVERAGE AREA=697.25 sq.ft.
3'-0" V2
21'-0"
+ 40'-4" PARAPET LVL.
3'-0"
W3
1'-0"6"
PROPOSED BUILDING
4" 2'-0" 4" 1'-8" 1'-0"
V2
KITCHEN/DINING 19'-6" X 11'-3"
1'-0"1'-0"1'-4" 2'-0" 4"
6'-0"
V2
5'-0"
1
DW1
UP
1'-0"
2
8'-0" 1'-0"1'-0"
6" 3'-0"
13'-0"
37'-0"
4'-0"
6"
4" 2'-0" 4"
ROOM 8'-10" X 12'-0"
VOID
5'-6"
3
9'-0"
DN
37'-0"
4'-0" 3'-8"
W1
D2
12'-0"
3'-0" V2
BEDROOM 14'-3" X 10'-6"
D1
21'-0"
11'-0"
TOILET 4'-11" X 10'-11"
W2
32'-0" 5'-6"
4
12'-0"
1'-0"1'-0" 8'-0"
W1
1'-0"1'-0"
8'-0" 9'-0"
13'-0"
37'-0"
3'-0"
1'-0"
B
697.25 SQ FT
3'-0"
TOILET 6'-7" X 4'-11"
9'-0"
GROUND FLOOR PLAN
4"
11'-0"
1'-0"1'-0" 3'-0"
21'-0"
A
11'-0"
1'-0"1'-0"
5'-0"
D2
D2
V2
1'-0"
3
1'-0"6"
7'1"
1'-0"
2
4" 2'-0" 4" 1'-8" 1'-0"
V2
BED ROOM 19'-6" X 11'-8" W3
1
3
12'-0"
8'-0" 3'-0"
13'-0"
6" 4'-0" V2
12'-0"
12'-0"
4"
6'-0"
3'-0"
D1
W3
4
10'-0"
8'2"
2'-9"
1
4
11'-0" 1'-0"
6'-0"
4" 2'-0" 4"
DW1
UP
1'-0"
2
C
21'-0"
8'-0"
13'-0"
2'-7"
37'-0"
8'-0"
6" 6"1'-0"
13'-0"
1'-0" 2'-0"
D2
V2
ROOM 8'-10" X 12'-0"
VOID
5'-0"
UTILITY ROOM 8'-11" X 5'-3"
V2
W2
6"1'-0"
1'-0"1'-0"
1
524.99 SQ. FT.
UP
D2
2
W1
DN
1'-0"1'-0"
BASEMENT PLAN
12'-0"
C
MD
TOILET 8'-11" X 6'-1"
V2
5'-2"
B
BEDROOM 14'-3" X 10'-6"
D1
LOCATION MAP
10'-8"
11'-0"
11'-0"
+ 28'-0" THIRD FLOOR LVL.
WAY TO SITAPAILA CHOWK
DN
D1
WATER TANK
TERRACE
PROPOSED SITE
1'-8" 1'-0"
11'-5"
3'-0" 2'-8" 1'-0" 2'-0"
7'-0"
6"
10'-0"
3'-8"
2'-8"
4'-8"
6"
12'-9"
8'-3"
9'-0"
- 8'-4" BASEMENT LVL.
22'-0"
THIRD FLOOR PLAN
DOOR WINDOWS SCHEDULE S.N. Wins/Doors 1 MD 2 D1
2'-8"
2'-8" 1'-10"
9'-0"
± 0'-0" PLINTH LVL.
-2'-6" GROUND LVL.
TERRACE BELOW
SOLAR
1'-6" 1'-0"
+ 9'-4" FIRST FLOOR LVL.
TERRACE
14'-11"
12'-0"
3'-0" 6"
13'-0"
VOID
W2
4'-0"
9'-0"
38'-0"
6"
4'-0"
+ 18'-8" SECOND FLOOR LVL.
1'-0"
1'-0"
9'-0"
WAY TO PADMA FUEL CENTER
8'-0"
A
UP
1'-0"6"
D2
2'-6"
1'-0"
11'-0"
W1
1'-0"
10'-0"
21'-0"
LIVING ROOM 11'-10" X 12'-3"
VOID
4'-0" 1'-0" 1'-0"
9'-0"
4" 2'-0" 1'-10" 1'-0"
8'-0"
2
TOILET 4'-11" X 10'-11"
B
9'-0"
10'-0"
1'-0"1'-0"1'-0"4" 2'-0" 4"
1'-0"1'-0"
3
6" 3'-0"
13'-0"
W2
3'-1"
6"1'-0"
2
1'-0"1'-0"1'-1"4" 2'-0" 4"
4'-0" 1'-0"
UP
W1
4'-0"
3
11'-0" 1'-0"
D2
1'-0"1'-0"
11'-0"
1'-0"1'-0" 8'-0"
4
11'-0"
1'-0"1'-0"1'-0"1'-1"
8'-0"
1'-0"1'-0"
PANTRY 6'-3" X 5'-11"
DN
6"
37'-0"
13'-0"
12'-0"
3'-0"
4
A
C
21'-0"
8'-0"
X
13'-0"
6"1'-0"
4'-0"
3
6"
W2
X
2
W1
1'-0"1'-0"
11'-0"
1'-0"1'-0" 8'-0"
11'-0"
1'-0"1'-0"
1'-0"1'-0"
25'-0"
3
PUJA ROOM 5'-11" X 4'-8"
ROOM 13'-3" X 10'-11"
6"1'-0"
X
3'-0"
D1
1'-0"6"
D2
W1
B
9'-0"
10'-0"
X
8'-0" 1'-0"1'-0"
V1
4
11'-0" 1'-0"
X
25'-0"
4
A
C
21'-0"
8'-0"
X
11'-0"
ROOM 19'-6" X 23'-6"
W4
B
9'-0"
10'-0"
X
3
A 6"1'-0"
11'-0" 1'-0"
X
X
4
C 1'-0"
X
21'-0"
8'-0"
X
B
9'-0"
X
A 1'-0"
ROOF PLAN
3 4 5 6 7 8 9 10
D2 DW1 W1 W2 W3 W4 V1 V2
SECTION AT X-X
NORTH ELEVATION
SOUTH ELEVATION
EAST ELEVATION
WEST ELEVATION
Size 4'-0" X7'-0" 3'-0"X7'-0" 2'-6" X7'-0" 12'-0" X9'-0" 8'-0" X7'-0" 3'-0" X37'-0" 6'-0" X7'-0" 8'-0"X5'-0" 8'-0" X1'-0" 2'-0" 5-6"
Nos. 1 5 8 2 7 1 4 1 1 11
PROJECT : Kumar Tower TYPE : Commercial Redesign LOCATION : Putalisadak, Nepal OFFICE : KSM Consultant ROLE : Client Meeting, 3D Redesign and Modelling
BEFORE
AFTER
PROJECT : Dolpo Resort TYPE : Commercial Design LOCATION : Dolpa, Nepal OFFICE : R & R Hotels and Resorts ROLE : Concept Design Architecture Design Drafting 3D Modelling
SITE IMAGES
GROUND FLOOR PLAN