DIPAK DUMBRE Student Of Architecture Aurangabad, Maharashtra,India.
dipakdumbre504@gmail.com
+91-7498267822
d.ipkd
EDUCATION 2018-2023
Bachelor of Architecture atJawaharlal Nehru Engineering College, Aurangabad.
2018
HSC at-
ABOUT I'm 22 year old
Vivekanand Shikshan Sanstha,
student of Architecture
Aurangabad.
currently studying in 4th
year.
enthusiastic which
I
am
2016
A.K.Waghmare Highschool
learner
derives
SSC atAurangabad.
my
interest in exploring various
Architectural
aspects of design and structure. I always seek for solutions through my design and believe that user experience
PERSONAL SKILLS Quick learner Detail Oriented Leadership Team Spirit Time Manager
should serve in the form of function and built form.
HOBBIES Photography Graphic Designing Physical Model Making
SOFTWARE KNOWLEDGE Autodesk AutoCAD Revit Modeling Lumion Sketchup Adobe Photoshop Adobe Indesign Twinmotion 3D Enscape 3D Ms.Office Languages Known Marathi Hindi English
PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO POR
RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO RTFOLIO PORTFOLIO PORTFOLIO PORTFOLIO
THREE STAR HOTEL PG.NO.1
THREE STAR HOTEL PG.NO.2
THREE STAR HOTEL PG.NO.3
THREE STAR HOTEL PG.NO.4
THREE STAR HOTEL PG.NO.5
THREE STAR HOTEL PG.NO.6
THREE STAR HOTEL PG.NO.7
THREE STAR HOTEL PG.NO.8
MINI TOWNSHIP PROJECT PG.NO.9
MINI TOWNSHIP PROJECT PG.NO.10
MINI TOWNSHIP PROJECT PG.NO.11
MINI TOWNSHIP PROJECT PG.NO.12
MINI TOWNSHIP PROJECT PG.NO.13
MINI TOWNSHIP PROJECT PG.NO.14
MINI TOWNSHIP PROJECT PG.NO.15
MINI TOWNSHIP PROJECT PG.NO.16
MINI TOWNSHIP PROJECT PG.NO.17
MINI TOWNSHIP PROJECT PG.NO.18
MINI TOWNSHIP PROJECT PG.NO.19
MINI TOWNSHIP PROJECT PG.NO.20
MINI TOWNSHIP PROJECT PG.NO.21
MINI TOWNSHIP PROJECT PG.NO.22
CAFETERIA PG.NO.23
CAFETERIA PG.NO.24
W1
W1
W1
C47
V
V
W1
C46
C45
W1
W1
C47
W1
W1
W1
C50
C49
C48
W1
W1
W1
C52
C51
W1
C42
MEETING ROOM
C39
V
V
C53
C40
V
V
C41
MODEL MAKING ROOM
STUDIO 1
C42
CONFERENCE HALL
PANTRY
PLOTER
V
D1 C36
V
C
GUST ROOM
D2
D1 C37
D2
D2
C38
LADIES TOILET D1
D1 C26
V
C27
C28
C29
C31
C30
C32
C33
C44
C43
C
D1
C35
PANTRY
C54 W1
V
C52
C51
C41
GENTS TOILET
W1
W1
V
D2 W1
W1
C50
C49
C48
LIBRARY
W1
W1
V
C40
W1
W1
D
STUDIO 2
W1
D
W1
D2
D1 C35
GENTS TOILET
W1
D1 C36
D2
D1 C37
D2
D2
C38
C16
W1
LADIES TOILET
C17
D1
C19
C18
C22
C21 D1
C20
C23
D1 D1
D1
D1
C25
C26
D1 C27
C28
C29
C31
C30
C32
D1
C33
C34
W4
C24
C3
C4
C5 W1
W2
UP
C6
D
W1
C7 W1
W1
C8
W1
W2
W1
RECEPTION AND WAITING
C5 W1
W2
W1
C6
D
C7 W1
C8
W1
7
9
8
11
10
C9 W1
W2
SCHEDULE FOR DOOR
C10 W1
12 M
SPECIFICATION
D
DOUBLE PANEL DOOR WOOD AND GLASS SINGLE PANEL GLASS DOOR SINGLE PANEL WOODEN DOOR
D1 D2
SPECIFICATION WINDOW , WOODEN PANEL WITH GLASS WINDOW , WOODEN PANEL WITH GLASS LOUVERED WINDOW , GLASS 6MM THK
W1 W2 V
1000MM X 2100MM
A06
NOTATION
SIZE
GROUND FLOOR PLAN
1000MM X 1200MM 1200MM X 1200MM
W2 V
600MM X 600MM
C46
C47
C40
C41
C44
C43
C42
C50
C49
C48
C47
C46
C45
C40
C39
C25 C41
C26
C48
1000MM X 2100MM
9 M WIDE ROAD KEY PLAN
1200MM X 1200MM
C36
C37
CENTER LINE
600MM X 600MM
C52
C51
CONFERENCE HALL
PANTRY
PLOTER
A01
SIZE 1000MM X 1200MM
C50
C49
MODEL MAKING ROOM
C35
GENTS TOILET C51
1000MM X 2100MM
SPECIFICATION WINDOW , WOODEN PANEL WITH GLASS WINDOW , WOODEN PANEL WITH GLASS LOUVERED WINDOW , GLASS 6MM THK
W1
STUDIO 1
C52
2000MM X 2100MM
SCHEDULE FOR WINDOW
1000MM X 2100MM
C39
C53
DOUBLE PANEL DOOR WOOD AND GLASS SINGLE PANEL GLASS DOOR SINGLE PANEL WOODEN DOOR
SIZE
2000MM X 2100MM
C45
C54
D D2
9 M WIDE ROAD KEY PLAN
SIZE
SCHEDULE FOR WINDOW NOTATION
SPECIFICATION
D1
SCHEDULE FOR DOOR NOTATION
NOTATION
D
W1
C4
W1
WID E RO AD
W1
C3
C14
ROA
C2
C13
JUNIOR ARCHITECT 2
WID E
W1
C1
CHIEF ARCHITECT 2
12 M
C12
C11
CHIEF ARCHITECT 1
12
JUNIOR ARCHITECT 1
13
6
W1
D1 C23
1
C22
C21 D1
C20
2
C19
3
C18 D1
C13
4
C17
5
C16
14 15 16 17 18 19
D1 C15
C12
C11
W4
C42
C54
C53
C
C43
C44
STUDIO 2
SPILT A .C
C38
LADIES TOILET
C27
C28
C29
C30
C31
C32
C33
C34
(FOOT LIGHT)
NOTES -
C38
C37
C36
C35
01. EVERY SWITCH BOARD SHALL HAVE ONE 6 AMP PLUG POINT. 02. REGULAR SWITCH BOARD TOP SHALL BE @ 3'-6" (1070 MM) - ALL TOP IN LEVEL FROM FINISHED FLOOR LEVEL BELOW, UNLESS OTHERWSE SPECIFIED. 03. TUBE LIGHTS & OTHER WALL POINTS SHALL BE @ 8'-6" (2600 MM) HT FROM FINISHED FLOOR BELOW. 04. PLUG POINTS SHALL BE @ 12" (300 MM) TOP HT FROM FINISHED FLOOR BELOW. 05. BED SIDE SWITCH BOARDS SHALL BE @ 2'-0" (600 MM) HT FROM FINISHED FLOOR BELOW. (SUBJECT TO CHANGE ACCORDING TO INTERIOR DETAILS) 06. CONSULT ARCHITECT IN CASE OF ANY DISCREPANCY IN DRAWING OR ON SITE.
C34
C33
C32
C31
C30
C29
C28
C27
C26
C25
C24
C23
C22
C21
C20
C19
C18
C17
C16
C15
C13
C9
C8
C12
C11
C3
C2
C1
C5
C4
C1
C11
C12
C2
C3
C18
C19
C20
C21
RECEPTION AND WAITING
C4
C5
C6
C7
C22
C23
C13
C14
C8
C9
C24
C10
E RO 12 M
C6
C17
WID
WID E
C7
12 M
C10
C16
AD
ROA D
C14
C15
9 M WIDE ROAD KEY PLAN
A02
CENTER LINE PLAN
CENTER LINE
9 M WIDE ROAD KEY PLAN
A12 ELECTRICAL LAYOUT GROUND FLOOR
WORKING DRAWING PG.NO.25
3000
WALL COPING
50
4256
3080
3000
1200
3521
RIDGE PIECE CORRUGATED SHEET
WALL COPING
M6 J-BOLT PURLIN 75X75X8MM GUSSET PLATE
B TEXTURE PAINT
KING POST
BEAM ISWB 400 CHANNEL SECTION PURLIN 75X40MM STONE CLADDING
FIXED GRILL
SLIDING GATE
SWING GATE
GROOVE 50MM
STONE CLADDING
RIDGE PIECE CORRUGATED SHEET PURLIN 75X75X8MM M6 J-BOLT RAFTER 75X75X8MM GUSSET PLATE GUTTER TIE BEAM DRAIN PIPE CHANNEL SECTION PURLIN 75X40MM T-SECTION LINTLE BEAM 230X150MM BRICK WALL 230MM THK
GROOVE 50MM
T-SECTION
TEXTURE PAINT
LINTLE BEAM 230X150MM BRICK WALL 230MM THK I SECTION COLUMN ISWB400
I SECTION COLUMN ISWB400
PLINTH BEAM 230X600MM SECTION AT BB'
RECTANGULAR PROFILE RECTANGULAR PROFILE
PLINTH BEAM 230X600MM
ROLLER
SECTION AA'
RECTANGULAR PROFILE WHEEL
Use of trusses in buildings 3600
ANGLE SECTION
-Trusses are used in a broad range of buildings, mainly where there is a requirement for very long spans, such as in airport terminals, aircraft hangers, sports stadium roofs, auditoriums and other leisure buildings.
6000
2400
GATE LOCK DETAIL KEY SECTION 1:100 B
MAIN ROAD
4000
ANGLE
NUT & WASHER BAR 12mm
3216 SEC.
CABIN
BRICK WALL 230MM THK
-To carry the roof load 4500
WHEEL SIZE W.R.T GATE WEIGHT
WALL TO BE DEMOLISHED
4500
-To provide horizontal stability.
B' KEY PLAN 1:100
DATE
SIGN
GATE & COMPOUND WALL
DATE
REMARK
NAME
DIPAK DATTATRAY DUMBRE
CLASS
TY (B.ARCH BATCH -1 )
SUBJET
BCTM V
ROLL
309209
COLLEGE
JNEC AURANGABAD
SHEET NO.
03A
RIDGE PIECE
RIDGE PIECE 1
M6 J-BOLT
90
90
120
90
90
90
120
90
90
90
120
SIGNATURE
SUJECT
BCT-V
CLASS
T.Y.B.ARCH
BATCH-B
ROLL NO.
309209
COLLEGE
MGM'S JNEC AURANGABAD
TIE BAR 12MM DIA
PORTAL FRAME ISMB 450
B'
90
STEEL CORRUGATED SHEET STIFFER ATBENDING MOMENT
100
CORRUGATED SHEET
DIPAK DATTATRAY DUMBRE
NAME
REMARK
STEEL TRUSS
RIDGE PIECE 2 GUTTER CONNECTED TO ROOFING SHEET AND PURLIN
ROOF PLAN
PLAN AT PLINTH LEVEL
SHEET NO.
2
A'
A
PLAN AT 2400MM HEIGHT
-The trusses are widely used to serve two main functions:
4000
A
A
C
WALL TO BE DEMOLISHED
PURLIN 750X7508MM
4000
SWING GATE
2250
1500
4256
4000
B
4418
7471
COROGATED SHEET
-Trusses are also used to carry heavy loads and are sometimes used as transfer structures.
D
X
WHEEL SLIDING GATE
ELEVATION OF LONGER SPAN
e
RECTANGULAR PROFILE FIXED GRILL
BASE PLATE 750X750MM
RAFTER 75X75MM
GUTTER
CORRUGATED SHEET
DETAIL AT C
BATTEN T-SRCTION 60X40MM
ANGLE PURLIN 75X75X8
RAFTER 75X75X8MM
RAFTER 75X75X8MM
BASE PLATE 750X750MM
TIE BEAM
STEEL COLUMN ISWB400
A
A'
D F
150
A
PCC 100MM THK
F
DETAIL AT A
SECTION AA'
100 MMDIA DRAIN PIPE
PORTAL FRAMES PLACING
STEEL CORRUGATED SHEET ISMB 450
ISMB 450
1.Cost savings Steel structure is the cost leader for most projects in materials and design. It is inexpensive to manufacture and erection, requires less maintenance than other traditional building methods.
CLEAT
RIDGE PIECE M.S. BASE PLATE
COROGATED SHEET 6MM THK
BASE PLATE 750X750X40 2 LEAF PIN M.S. BASE PLATE
PIN JOINT DETAIL
PIN JOINT DETAIL
SCALE:1:15
B
D
A
SECTION AT BB'
SECTION AT AA'
DRAIN PIPE OUTLET
ISMB 450 CLEAT
3 LEAF PIN
B
C
NUT BOLT
PIN 20 MM DIA
TRANSLUCENT POLYCHROME SHEET (2800X1500X6MM)
2.Creativity Steel has a natural beauty that most architects can’t wait to take advantage of. Steel allows for long column-free spans and you can have a lot of natural light if you want it in any shape of structures.
4.Durability It can withstand extreme forces or harsh weather conditions, such as strong winds, earthquakes, hurricanes and heavy snow. They are also unreceptive to rust and, unlike wood frames, they are not affected by termites, bugs, mildew, mold and fungi.
B
PLINTH BEAM 230X600MM RCC FOUNDATION BLOCK 1210X1210X1200
SCALE:1:15
5 reasons why steel structure is the best choice?
C G.L.
DETAIL AT B (GUTTER DETAILS)
TIE BAR 12MM DIA
3.Control and Management Steel structures is fabricated at factory and rapidly erected at construction site by skilled personnel that makes safe construction process. Industry surveys consistently demonstrate that steel structures is the optimal solution in management.
DETAIL AT F
E
STIFFENER 10MM THK
75X75X8 WIND BRACING
BASE PLATE
DETAIL AT E
DRAIN PIPE OUTLET 10MM DIA
75X75X8 WIND BRACING
STRUTS
ISWB400 BEAM
BRICK WALL 230MM THK
ISMB 450
WIND BRACING AT ROOF 75X75X8
750 X 750 X 40 BASE PLATE
GUSSET PLATE
STRUT 75X75X8MM
STEEL COLUMN
ISA 100 X 100 X 10
DETAIL AT B
TIE BEAM
GUSSET PLATE
75X75X8 ANGLE CLEAT
25 mm DIA FOUNDATION BOLTS
PURLIN
CORRUGATED SHEET
HOUNCHES
GUTTER 8MM THK
10mm BATTEN
100 MM WIDE HAUNCH
SCALE:1:15
BASE PLATE 750X750X40
ISWB 400
CHAINNELSECTION PURLIN 75X40MM
M6 J-BOLT
DETAIL AT C (RIDGE DETAIL)
PORTAL FRAME ISMB 450
ISWB 400
DETAIL AT D
GUTTER 400MM WIDE 300MM DEEP 100 MMDIA DRAIN PIPE
CLADDING SHEET DETAILS
STRUT 75X75X8MM
DRAIN PIPE 100MM DIA
SCALE:1:15
20000
DETAIL AT D
SCALE:1:15
15000
DETAIL AT A(PIN JOINT)
RIDGE PIECE ANGLE PURLIN 75X75X8 GUTTER 400 MM WIDE STIFFENER 10MM THK M6 J-BOLT ANGLE PURLIN 75X75X8 1450 WIND BRACING 75X75X8 RCC FOUNDATION PCC 100MM THICK
10000
75X75X8 WIND BRACING
PORTAL FRAME
SCALE:1:15 15000
15000
15000
SECTION AT BB'
KEY PLAN AND KEY SECTION
SCALE:1:15
SCALE:1:500
SHEET NO.
03B
STEEL TRUSS
REMARK
SIGNATURE
NAME
DIPAK DATTATRAY DUMBRE
SUJECT
BCT-V
CLASS
T.Y.B.ARCH
BATCH-B
ROLL NO.
309209
COLLEGE
MGM'S JNEC AURANGABAD
SHEET NO.
5
SIGN
PORTAL FRAME STRUCTURE
REMARK
DATE
SCALE VARIES
NAME
DIPAK DUMBRE
CLASS
T.Y ARCH [BATCH-II]
SUBJECT
BCT-V
ROLL NO.
309209
COLLEGE
JNEC, AURANGABAD
[ALL DIMENSIONS ARE IN MM]
BUILDING CONSTRUCTION TECHNOLOGY PG.NO.26
INTERIOR DESIGN PG.NO.27
INTERIOR DESIGN PG.NO.28
INTERIOR DESIGN PG.NO.29
INTERIOR DESIGN PG.NO.30
MISCELLANEOUS PG.NO.31
MISCELLANEOUS PG.NO.32
