Palak Shah - Technical work samples

TECHNICAL PORTFOLIO ARCHITECTURE PALAK P. SHAH

CONTENTS ACADEMIC WORKS Construction Portal Frames Folded plates Fabric Structure Space frames Shell structure

Working Drawings - Selected Foundation layout Basement layout Typical floor layout Section and details Staircase details

PROFESSIONAL WORKS Plaza and typical details - Sports Arena Lake Grading levels and culvert details Fabrication drawing and details

A C A D E M I C W O R K S BUILDING CONSTRUCTION

Portal Frames Folded plates Fabric Structure Space frames Shell structure

TIMBER PORTAL FRAMES

1

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 150

15 24

METAL FLASHING 5MM THK

10

100

TIMBER GIRDER 150X200 @3600MM C/C

TIMBER FRAMEWORK VERTICAL MEMBER 50MM THK

00

1000

300

SCALE - 1:10

CLADDING DETAIL

TIMBER BOARDING 150 X 25 X 1500

50

180

TIMBER BEAM 450 X 300MM

A

150 600

SCALE - 1:250

600

METAL GUTTER 200 X 150MM 200

BRICK WALL 230MM THK TIMBER LINTEL 150 X 230MM

5640

R2

10

0

0

30

8600

350

B R4

GLASS CLADDING

GLASS DOOR 12MM THK HINGE

RCC STUB COLUMN 600 X 600MM

LAMINATED PLYWOOD MEMBERS GLUED TO EACH OTHER

M.S. U CHANNEL

SCARF JOINT 240MM LENGTH FOR TENSILE MEMBERS

FINISHED FLOOR LEVEL

KEY SECTION SCALE - 1:100

GROUND LEVEL

5

10

25

300

0

30

CLEAR GLASS 10MM THK TIMBER FRAMEWORK VERTICAL MEMBER 50MM THK

300

GLULAM PORTAL

DETAIL A

GLULAM TIMBER

SCALE - 1:10

SCALE - 1:10

TIMBER MULLION 160MM X 50MM

CURVED GLULAM PORTAL MEMBER 150MM X 300MM

3 LEAVED HINGE

GLULAM PORTAL MEMBER 150MM X 300MM

METAL PLATE CONNECTING HINGE TO COLUMN 550 X 400 X 25MM

200

WATERPROOFING 10MM THK

FINISHED FLOOR KOTA STONE 600 X 600

METAL GUTTER 200 X 150MM

12MM CONCRETE SCREED

TIMBER PLATE 220 X 100MM

100MM PCC BED

GLULAM POTAL TIMBER BRACING MEMBER

TIMBER MULLION 50 THICK

150

TIMBER BUND WALL 150MM THK

KEY PLAN

PLYWOOD MEMBER 20MM THK EACH

100

1000 70 10

0 70

0

1070

TIMBER BEAM 450 X 300MM

METAL PLATE CONNECTING PORTAL AND BEAM 15 THK

230MM RUBBLE RAMMED EARTH PLINTH BEAM 200 X 350MM

BASE PLATE

75

0 70 10

0

10

0

157

150

METAL PLATE CONNECTING PORTAL AND THE BEAM

SCARF JOINT 120MM LENGTH FOR COMPRESSIVE MEMBERS

M.S. PLATE BOLTED TO THE GLULAM MEMBERS (220 X 180 X 15MM)

M.S. U CHANNEL SILICON FILLING SUPPORTING GLASS

50

TIMBER TRIANGULAR CLEAT

CLEAR GLASS 10MM THK 1000 X 1000 X 10MM

220

ANGLE CLEAT 50 X 75MM

SCALE - 1:20

TIMBER FRAMEWORK VERTICAL MEMBER 50MM THK

1070 0

DETAIL SECTION OF GLULAM TIMBER PORTAL

SPIDER FITTING FOR GLAZING 250 X 250MM

1000

70

6170

TIMBER JOISTS 75X150 @1500 C/C

75

1000

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

61

0

617

TIMBER BOARDING 150 X 25 X 1500

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

70

61

GLULAM PORTAL MEMBER SANDWICHED BETWEEN 2 CURVED MEMBERS 150MM X 300MM

00

TIMBER JOISTS 75X100 @1500MM C/C

GLULAM MEMBER BRACED TO CONNECT THE CURVED MEMBERS CURVED GLULAM PORTAL MEMBER 150MM X 300MM

153

AIR GAP 100MM FOR INSULATION

100

0

METAL FLASHING 5MM THK

TIMBER BOARDING 150 X 25 X 1500

M.S. PLATE BOLTED TO THE GLULAM MEMBERS (220 X 180 X 15MM)

30

SCALE - 1:250

1070

TIMBER BOARDING 150 X 25 X 1500 TIMBER JOISTS 75X150 @1500 C/C

NORTH ELEVATION

0

WATERPROOFING 10MM THK

150

30

1000

8600

5640

0

1070

SCALE - 1:5

TIMBER JOISTS 75X100 @1500MM C/C

75

SCALE - 1:5

22

DOOR PATCH DETAIL

10

200

450

SPIDER FITTING 250 X 250MM

50

SPIDER FITTING

50

M.S. PLATE BOLTED TO THE GLULAM MEMBERS (220 X 180 X 15MM)

AIR GAP 100MM FOR INSULATION

150

55

37

250

19

25

5

640

19

CLEAR GLASS 10MM THK 1000 X 1000 X 10MM

WATERPROOFING 10MM THK

75

55

310

250

75

TIMBER BEAM 450 X 300MM

5 LEAVED HINGE

STUB COLUMN 600 X 600MM

METAL PLATE CONNECTING HINGE TO COLUMN 550 X 400 X 25MM

MAIN R/F 20MM DIA M.S LINK 10MM DIA GROUND LEVEL

FINISHED FLOOR KOTA STONE 600 X 600

RCC FOOTING

12MM CONCRETE SCREED 100MM PCC BED

PCC BED 150MM

HINGE DETAIL SCALE - 1:10

20MM BOLT

GLULAM PORTAL BRICK WALL 230 THK

DETAIL B SCALE - 1:10

230

FOLDED PLATES

2

1500

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

B

FOLDED PLATE SLAB

FOLDED PLATE COLUMN

A

C

16Ø LINKS

PRECAST RCC GUTTER

25Ø MAIN REINFORCEMENT

50MM IPS

3000

DIAPHRAGM BEAM

CROSS SECTION

150MM PCC

30

FOLDED PLATE SLAB

7500

7500

GI GRATING

3000 1000

SCALE - 1:250

300 THICK RCC FOLDED PLATE SLAB

0

300 THICK RCC FOLDED PLATE SLAB

230MM RUBBLE SOLING

25Ø CRANKED REINFORCEMENT @150MM C/C

COMPACTED EARTH

350

4500

LONGITUDINAL SECTION

25Ø REINFORCEMENT

550

300

3000

D

3000 4525

5500

FOLDED PLATE SLAB

SCALE - 1:250 2500

6000

6000

2100 2400

230MM RUBBLE SOLING

230

7000

150

150MM PCC 6750

1500

6000

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

DIAPHRAGM BEAM

FOLDED PLATE SLAB 5530

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

5500

5300

49500

COMPACTED EARTH DIAPHRAGM BEAM

8500

DETAIL D

DETAIL B

SCALE - 1:20

SCALE - 1:20 4500

40000

SCALE - 1:250

25Ø CRANKED REINFORCEMENT

300

KEY PLAN

500

300 THICK RCC FOLDED PLATE SLAB 300

300

DIAPHRAGM BEAM

ENTRANCE PAVILLION FOLDED PLATE STRUCTURE

25 THICK COVER 1750

2000

MAIN ROAD

FOLDED PLATE SLAB 25ØMAIN REINFORCEMENT BARS DIAPHRAGM BEAM 300

KEY PLAN SCALE - 1:1000

DETAIL C SCALE - 1:20

DETAIL A

300

SCALE - 1:20

SCALE

UNIVERSITY EXAMINER'S

FACULTY'S SIGNATURE

KAMLA

FABRIC STRUCTURE

3

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TENSILE MEMBRANE

E

TENSILE MEMBRANE

120ØSTEEL PIPE

120ØSTEEL MAIN PIPES

HUB CONNECTOR

CONCRETE PEDASTAL

CONNECTING BOLTS

B

SECTION AA'

120ØSTEEL PIPE STEEL CLAMP

ELEVATION

SCALE - 1:250

SCALE - 1:250

DETAIL E

120ØSTEEL PIPE

120ØSTEEL PIPE RESISTOR

HUB CONNECTOR

120ØCONNECTOR PIPE

TENSILE MEMBRANE

ANCHOR BOLTS

120ØMAIN STEEL PIPE

300 WIDE STEPS

CONCRETE PEDASTAL

PLINTH 120ØSTEEL MAIN PIPES

TENSILE MEMBRANE PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE - 1:20

DETAIL D

PART DETAIL B

SCALE - 1:20

SCALE - 1:10 120ØSTEEL PIPE

PERFORMANCE AREA

HUB CONNECTOR

120ØSTEEL PIPE RESISTOR

ANCHOR BOLTS

120ØCONNECTOR PIPE

PCC LAYER CONCRETE PEDASTAL

TENSILE MEMBRANE 120ØMAIN STEEL PIPE

DETAIL C

A

SCALE - 1:20 PCC LAYER 20x40x50 STEEL SPACER PIECE

KEY PLAN

20Ø STEEL ROD

DETAIL B

SCALE - 1:250

TENSILE MEMBRANE

SCALE - 1:20

D

ANCHOR BOLTS

C

STEEL PLATES

120ØMAIN STEEL PIPE CATENARY CABLE

120Ø STEEL PIPE GROUND LEVEL

CONCRETE PEDASTAL

ELEVATION

DETAIL A

SCALE - 1:250

SCALE - 1:20

DETAIL SCALE - 1:5

SCALE

UNIVERSITY EXAMINER'S

FACULTY'S SIGNATURE

KAMLA

SPACE FRAMES

4

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

200

SPACE FRAME CANOPY 10

SEALANT

TERRACE LEVEL

60Ø STEEL PIPE

18MM THICK TOUGHENED GLASS WITH UV FILTERATION LAYERS

75Ø STEEL PIPE

60

HUB CONNECTOR 75

75

SPIDER CONNECTION FITTED TO THE HUB

100

HUB CONNECTION 75MM Ø STEEL PIPES WELDED CONNECTION

DETAIL A

SWIMMING POOL LEVEL

DETAIL B

SCALE - 1:5

SCALE - 1:5

KEY SECTION

400 1000

SCALE - 1:250

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

60

CONNECTOR HUB BOLT TO CONNECT THE HUB TO THE BASE PLATE

DETAIL E TERRACE PLAN

15 THICK BASE PLATE

SCALE - 1:10

18MM THICK TOUGHENED GLASS

A

400Ø STEEL SANCTION

SPIDER JOINT

D

DETAIL C

C

SCALE - 1:5

6000

300ØSTEEL STANCTION

00

60Ø STEEL STRUTS

B

10

GI GUTTER

400 500

400 1000

E

KEY SECTION

18MM THICK TOUGHENED GLASS

SCALE - 1:100 1200

SPIDER JOINT 1200

SPACE FRAME CANOPY 1200

GI GUTTER

1200

60Ø STEEL STRUTS

1200

1200

300ØSTEEL STANCTION

1200

18MM THICK TOUGHENED GLASS

KEY PLAN

1200

SPIDER JOINT 1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

GI GUTTER 260

MS∠ FOR GUTTER

HOLDING THE

75Ø STEEL PIPE 320

60Ø STEEL PIPE

DETAIL D SCALE - 1:5

1200

SCALE - 1:250

SCALE

UNIVERSITY EXAMINER'S

FACULTY'S SIGNATURE

KAMLA

SHELL STRUCTURE

5

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

25MM THK EXTERNAL PLASTER

A

GUTTER OPENABLE WINDOW

5407

230

2085

360 620 360 51

PLINTH BEAM 360MM X 400MM

GROUND LEVEL 470

Storage

450

750

STAGE

995

1900

4130

SEATING

1000

350MM DEEP GUTTER

0

230MM THK BRK WALL

PARAPET R/F 8MM Ø BARS 8 NOS RING BEAM 620MM X 360MM MAIN RING BEM R/F 16MM Ø BARS 6 NOS. EXTRA R/F GOING INTO SHELL 12MM Ø BARS 2 NOS

18

B

5195

SHELL TWO

RIBS RING BEAM 995

PARAPET

556

SHELL ONE WATER PROOF COVERING 20 MM GUTTER

SECTION A-A'

360 MM BRK WALL

460

SHELL ONE

ENTRY

699

LINE OF EAVES BEAM PARAPET

1300

30°

100

1345

0

46

PLINTH BEAM 320MM X 400MM

1075

100MM THK PCC BED RAMMED EARTH

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RIBS

DETAIL B SCALE = 1:10

0

30

°

350MM DEEP GUTTER SHELL TWO 280

0

46

WATER PROOF COVERING 20 MM 16mm Ø R/F BARS

1000

1000

1000

25 72

174

=

5890

PLAN MIRRORS ALONG THIS LINE +0.0M

STAGE

415

1000

STORAGE

220

1000

8MM Ø R/F BARS WITH 15MM COVER

R

SEATING

90 90 R=

30°

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE = 1:50

+0.45M

PART PLAN AT LEVEL OF HIGHEST STEP

DETAIL A

SCALE = 1:50

SCALE = 1:10

DRIP MOULD 20MM Ø R/F BARS GOING INTO EAVES BEAM SCALE

UNIVERSITY EXAMINER'S

FACULTY'S SIGNATURE

KAMLA

A C A D E M I C W O R K S WORKING DRAWINGS

Foundation layout Basement layout Typical floor layout Section and details Staircase details

BASEMENT LAYOUT WD

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4

3

2

1

5

7

6

8

10

9

11

12

14

13

MULTI UTILITY TOWER

15

NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI

KEY PLAN SCALE-1:2000 C - 01

C - 02

300X2000

C - 03

300X2000

C - 04

300X2000

C - 05

300X2000

300X2000

150MM PCC BED

PLENUM ROOM CAR PARKING AREA 22/23

20/21

16/17

18/19

14/15

12/13

W 10/11

8/9

6/7

5

4

3

250MM THK RAFT FOUNDATION

4

D-06 A-12

JUHU

1

W B-05 W

1

2

W

S.T.P

A B

230MM RUBBLE

C - 06

300X2000

-4M

2

300MM PCC

3

3MM THK POWER FLOAT

D-06 A-12

D-06 A-12

450MM THICK RCC RETAINING WALL

C

C

NMIMS COLLEGE

24

C - 07

D

C - 09

300X2000

C - 11

300X2000

C - 13

300X2000

C - 15

300X2000

C - 16

PROFILE OF THE BUILDING

300X2000

SPEED BREAKER

92

91

CAR PARKING AREA

89

90

88

86

87

D

300X2000

300MM WIDE GUTTER

-4M

VILE PARLE WEST

85

25/26

N

83/84

D-04 A-04

DEISEL GENERATOR ROOM

27/28 C - 20

20 21 22 23 24 25 26 27 28 29 30 31 32 33

C - 17

C - 19

300X2000

F

D-04 A-12

300X2000

W

1

18

W

UP

G H

17 16 15 14 13 12 11 10

29/30 W-07 A-09

A

W

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

FLOOR TRAP

I

2

4

108/109

J

77/78

300X2960

H

LIFT PIT C - 32

W-08 A-09

300X3430

9

7

8

6

5

4

C - 33

3

UP

D-03 A-04

2 1

D-04 A-12

GARBAGE ROOM

102/103

C - 43

C - 44

300X2000

BIKE PARKING AREA

C - 46

300X2000

300MM WIDE SCUPPER LAID TO SLOPE

FLOOR FINISH POWER FLOAT 3MM LAYER OVER 300MM PCC BED

-1.5M

75/76

J

73/74

C - 37

C - 40

300X2000

300X6895

104/105

300X2960

300X3430

I

400MM WIDE CURB

C - 35

300X2000

GARBAGE CHUTE PIT

C - 36

35/36

C - 34

300X2960 WET RISER

20 21 22 23 24 25 26 27 28 29 30 31 32 33

37/38

106/107

C - 21

300X5690

C - 30

18

K

A

-2M

3

19

C - 38

G

UP

300X2960

LIFT PIT

17 16 15 14 13 12 11 10

300X2000

DOWN

79/80

C - 29

W-08 A-09

300X6775

33/34

F

-4M

2

3

3

-4M

W-07 A-09

C - 31

5

300X3430

ELECTRICAL ROOM

300X600MM HATCH BOX

6

C - 27

300X2000

C - 47

300X2000

300X2000

FLUSING WATER TANK

K

RAINWATER TANK

REVISIONS NO

101 71/72

DOMESTIC WATER TANK 39/40

NOTES-

1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS 3.AMSL - AVERAGE MEAN SEA LEVEL AT VILE PARLE - 9.4M 4.TOTAL AREA OF PLOT - 4345 SQ.M. F.S.I. -1 15%RG - 630 SQ.M. 5%ROAD SETBACK - 200 SQ.M. 5.PARKING CALCULATIONS NO. OF FLATS ABOVE 75 SQMT = 28 (14-2BHK / 14-3BHK) NO. OF PARKING UNITS FOR RESIDENTIAL = 14X2 + 14X3 = 28+42= 70 NO. OF VISITOR PARKING = 25% OF 70 = 17 COMMERCIAL AREA = 1126 SQMT PROVIDING ONE UNIT PARKING PER 50 SQMT COMMERCIAL AREA NO. OF PARKING UNITS FOR COMMERCIAL = 1126 / 50 = 22.52 =23 UNITS TOTAL NO. OF PARKING UNITS REQUIRED = 70 + 17 + 23 = 110 UNITS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

D-06 A-12

300MM WIDE SCUPPER LAID TO SLOPE

7

C - 26

300X2000

1

4

DIRECTION OF FLOW OF WATER

8

C - 28

W

W B-02 W

31/32

9

C - 24

300X2000

4

2

E

1

W B-03 W

19

ROAD SETBACK LINE

81/82 110

RAMP SLOPE 1:10

E

300X2000

SITE

GULMOHOR ROAD

A B

DATE

REVISION

115MM RCC THICK BAFFLE WALL

69/70

CAR PARKING AREA 93

L

94

C - 48

300X2000

5500X2500MM PARKING BAY

95

96

97

C - 50

98

100

101

C - 52

300X2000

FIRE TANK

C - 54

300X2000

C - 56

300X2000

C - 57

300X2000

L

300X2000

100MM WHITE PAINT OUTLINE INDICATING THE PARKING BAY

41/42

U.G.T

67/68

M

M

D-06 A-12

W

43/44

4

N O

45/46

47/48

49/50

51/52

53/54

55/56

57/58

59/60

61/62

63/64

PUMP ROOM W

65/66

1

W B-01 W W

D-02 A-12

230MM THICK INTERNAK BB MASONARY WALL

EXHAUST ROOM 2

1

W B-04 W 4

-4M C - 58

3

C - 59

300X2000

C - 60

300X2000

C - 61

300X2000

C - 62

300X2000

300X2000

C - 63

W

2

-4M

300X2000

WET RISER

WD-21112013-004

3

N O

BASEMENT PLAN

SUMP WITH A SUBMERSIBLE PUMP

BASEMENT PLAN SCALE

1

2

3

4

5

7

6

8

9

10

11

12

13

14

15

PLINTH LEVEL

PALAK P. SHAH

GROUND LEVEL

WORKING DRAWINGS

ELECTRICAL ROOM LIFT PIT DRIVEWAY 5770MM WIDE CAR PARKING

3MM POWER FLOAT WITH EPOXY COATING OVER 300MM PCC

DRIVEWAY 5500MM WIDE 300MM WIDE SCUPPER LAID TO SLOPE

CAR PARKING

150MM PIPE CARRYING SURFACE DRAINGE

SECTION AA' - 1:100

9000MM WIDE VEHICULAR RAMP FOR TWO WAY RAMP CAR PARKING

WATERPROOFING 450MM THK RETAINING WALL 300 DIA SHOR PILING @600MM C/C 250MM THK RAFT FOUNDATION 200MM PCC BED 230MM RUBBLE PACKING RAMMED EARTH

DATE - 21.11.2013

UNIVERSITY EXAMINER'S SIGNATURE

ROLL NUMBER - 526

FACULTY'S SIGNATURE

KAMLA

K

RAHEJA

R

VIDYANIDHI

V

FOR

I

ARCHITECTURE

A

INSTITUTE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE

N

SCALE-1:100

- 1:100

GROUND FLOOR LAYOUT WD

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI

5

3

7

6

10

8

KEY PLAN

12

SCALE-1:2000

JUHU GULMOHOR ROAD

RECHARGE PIT

SECURITY CABIN SURFACE DRAINAGE

AIR SUPPLY DUCT FOR S.T.P

SITE

EXHAUST DUCT FOR D.G

ENTRY

NMIMS COLLEGE

150 SLAB OF THE BASEMENT

DRIVEWAY SOIL BEDDING

VILE PARLE WEST

0M 600x600x100MM THK GRASS INTERLOCKING PAVERS

C

0.15M

ENTRANCE TO SHOP 1

ROAD SETBACK LINE

ENTRANCE TO SHOP 2

DRIVEWAY

C - 09

D-05 A-12

300X2000

C - 13

300X2000

C - 15

D-05 A-12

300X2000

D

300X2000

C - 11

300X2000

W-14 A-12

W-15 A-12

W-15 A-12

W-14 A-12

15MM THK CONCRETE SCREED

W1

D-03 A-05

0.9M

W4 G-01 W2

W-13 A-12

SHOWROOM 1

25MM THK CONCRETE MORTAR

C - 20

E

10

900X900 CERAMIC TILING

9

8

7

6

5

4

3

2

D-04 A-12

DOWN

300X2000

0M

300X3430

0M

F

D-03 A-12 D-03 A-12

D-03 A-12

C - 28

CANOPY ABOVE 0M

TO ABOVE FLOORS

300X2000

C - 24

300X2000

DATA CABLE DUCT

D-04 A-12 W-08 A-09

E

C - 26

ELECTRICAL DUCT

RECREATIONAL GROUND

G

C - 29

300X2960

RECEPTION

0.9M

0.15M

LIFT

W1

H

300X5690

W3

C - 30

300X300MM CERAMIC TILES

RESIDENTIAL ENTRY

H

C - 21

W4 G-06 W2

600x600x100MM THK GRASS INTERLOCKING PAVERS

300X2960

LIFT C - 32

I

I

300X3430

W-07 A-09

14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

W-08 A-09

W-06 A-05

D-01 A-12

UP

0.9M

WET RISER

C - 33

RAMP BELOW THE R.G.

300X2960

D-03 A-12

GARBAGE ROOM

D-03 A-05

DN

J

10

9

8

7

6

5

4

3

2

K

DUCT

D-03 A-12

D-03 D-03 A-12 A-12 C - 38

300X2000

C - 40

D-03 A-12

300X2000

W4 G-05 W2

C - 42

300X2000

WASHROOM

0.9M

W3

0M

J

D-03 A-05 D-03 A-05

D-03 A-05

WASHROOM

REVISIONS

D-07 A-12 W1

GARBAGE CHUTE PIT

D-03 A-12

300X3430

0.45M

RAMP

D-01 A-12

1

C - 36

0M

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

G

14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

TO BASEMENT

D-03 A-12

UP W-07 A-09

D-03 A-12

1

C - 19

F

SHOWROOM 2

DUCT

D-03 A-05

300X2000

C - 17

W3

D-03 A-12

D-03 A-05 300X2000

0.9M

W4 G-02 W2

D-03 A-12

WASHROOM

W3

W1

D-03 A-12

WASHROOM

NOTES-

1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS 3.AMSL - AVERAGE MEAN SEA LEVEL AT VILE PARLE - 9.4M 4.TOTAL AREA OF PLOT - 4345 SQ.M. F.S.I. -1 15%RG - 630 SQ.M. 5%ROAD SETBACK - 200 SQ.M.

W-14 A-12

W-14 A-12

150MM THK BASEMENT SLAB

RECREATIONAL GROUND

N

0.9M C - 07

D

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

C

PATHWAY

C - 44

D-03 A-05

C - 46

300X2000

D-03 A-05

300X2000

300x300x100MM THK INTERLOCKING CONCRETE PAVER TILES OVER THE RAMP COVER

W1 W4 G-03 W2

DATE

REVISION

K

SHOWROOM 3

D-03 A-05

NO

0.9M

W3

W-13 A-12

PATHWAY

SHOWROOM 4 W1

0M

W4 G-04 W2

0.15M

0.9M

W3

W-14 A-12

W-14 A-12

W-14 A-12

W-15 A-12

C - 50

300X2000

L

D-05 A-12

C - 48

300X2000

W-15 A-12

C - 52

300X2000

W-14 A-12

C - 56

D-05 A-12

300X2000

L

100MM THK INTERLOCKING CONCRETE PAVER BLOCKS OVER THE RAMP COVER

C - 54

0.9M

300X2000

600x600x100MM THK GRASS INTERLOCKING PAVERS

ENTRANCE TO SHOP 4

M

ENTRANCE TO SHOP 3

PATHWAY

0.15M

WD-21112013-005

M

0M

SIEMEESE CONNECTION

EXIT

TO THE RAMP

DRIVEWAY

GROUND FLOOR PLAN N

SCALE-1:100 RECHARGE PIT

PALAK P. SHAH WORKING DRAWINGS DATE - 21.11.2013

3

5

6

7

8

10

GROUND FLOOR PLAN - 1:100

UNIVERSITY EXAMINER'S SIGNATURE

FACULTY'S SIGNATURE

KAMLA

K

RAHEJA

R

VIDYANIDHI

V

FOR

I

ARCHITECTURE

A

INSTITUTE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCALE

12

ROLL NUMBER - 526

TYPICAL FLOOR LAYOUT WD

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI

KEY PLAN

W-02 A-09

SCALE-1:2000

JUHU

5

7

6

8

10

9

11

GULMOHOR ROAD

4

3

12 W1

W-01 A-09

W-01 A-09

22M

W4 R-12 W2 W3

W-01 A-09

W-06 A-09

D-03 A-09

STUDY

BED

4M X 2.8M

4.4M X 4M

W1

LIVING

W-06 A-09

NMIMS COLLEGE

22M

W4 R-11 W2

D-03 A-09

W3

7.2M X 4M

SITE

WC 2M X 1.5M

W1

W-03 A-09

22M

W4 R-08 W2

1200X1200MM GRANITE TILING

C

C - 66

WATERPROOFING LAYER

C - 67

300X1000

300X1000

150MM THK RCC SLAB

BED

W-05 A-09

W-02 A-12

450MM THK BRICKBAT COBA

C

VILE PARLE WEST

D-02 A-09

25MM THK CEMENT MORTAR W-02 A-09

W-04 A-09

D-02 A-09

W3

BED

4.4M X 4m

W1

WC 2.6M X 1.5M

4.4M X 4m

22M

W4 R-14 W2

D-03 A-09

W-03 A-09

DINING

BED

W3

4.5M X 3M

WC

D-03 A-09

4.3M X 4M

W-04 A-09

N

2M X 1.5M

W1 W1

C - 07

D

W4 R-05 W2

300X2000

W-01 A-09

22M

W3

C - 08

300X2000

D-03 A-09

WC W-04 A-09

22M

W1

W3

W1

D-02 A-09

W4 R-11 W2

7.2M X 4M

W3

22M

W1

C - 20

2M X 1.5M

W1

22M

300X2000

2M X 1.5M

D-03 A-12

4.3M X 4M

D-01 A-12

W4 R-09 W2

W4 R-06 W2

KITCHEN

22M

LANDING

4.4M X 3.3M

C - 18

W3

W1

300X2000

C - 17

W4 R-03 W2

300X2000

DN

22M

D-04 A-12

D-02 A-12

UP W

MID LANDING

G

R-27 W2

D-03 A-12

W3

C - 28

W-07 A-09

DATA CABLE DUCT

W-03 A-12

D-02 A-09

W-04 A-12

300X2000

W-09 A-12

W2

4.4M X 3.3M

22M

W4 R-10 W2 W3

F G

230MM THICK BB MASONARY WALL

300X2960

LIFT C - 21

H

W1 W4

W1

E

22M C - 26

300X2000

4.4M X 4M

KITCHEN W-05 A-12

W3

C - 25

22M

W4 R-10 W2

22M

W-06 A-09

W-06 A-12

C - 29

W-08 A-09

300X3430

BED

D-01 A-09 R-13

W3

W1 4

W4 R-13 W2

4.4M X 3.3M

W1

22M

22M W-06 A-09

KITCHEN C - 24

300X2000

W-04 A-12

BED

D-02 A-09

W-09 A-12

W-03 A-12

1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS

W3

4.4M X 4M

W3

ELECTRICAL DUCT

NOTES-

W-05 A-09

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

W3

D-03 A-12

D-02 A-09

WC

D-02 A-12

DINING

D-02 A-12

D-01 A-12

W3

WC

W3

W3

D-02 A-12

W3

22M

W4 R-09 W2

D-02 A-09

D

D-03 A-12

D-02 A-09

22M

W4 R-08 W2

C - 15

300X2000

W3

C - 14

300X2000

W1

W1

F

W1

W1

W4 R-14 W2

D-02 A-12

2.6M X 1.5M

D-02 A-09

E

W-05 A-12

WC

W3

22M

W4 R-02 W2

LIVING

22M

22M

W4 R-12 W2

4M X 2.8M

4.5M X 3M

22M

W4 R-07 W2

4.3M X 4M

4.4M X 4M

300X2000

BED

W1

STUDY

C - 13

C - 12

2.8M X 1.5M

DINING

D-03 A-09

W-05 A-09

W4 R-01 W2

W-06 A-12

WC

4.5M X 3M

2.8M X 1.5M

W-01 A-12

D-09 A-12

BED

7.2M X 4M

W3

D-02 A-09

BED

H

300X5690

C - 30

300X2960

3BHK APPARTMENT PLAN SCALE

- 1:50

LIFT

I

W-08 A-09

C - 32

W-07 A-09

300X3430

MID LANDING

C - 33

W1

UP

22M

W4 R-28 W2 W3

22M

LENGTH OF TREAD - 1885MM WIDTH OF TREAD - 300MM NO. OF RISERS - 20 HEIGHT OF RISERS - 150MM

D-02 A-12

LANDING

W-06 A-12

GARBAGE ROOM

W-09 A-12

I

J

C - 36

300X3430

W-11 A-12

C - 39

K

22M

300X2000

BED

300X2000

W3

4.47M X 4M

C - 41

300X2000

W4 R-20 W2

D-02 A-09

W-10 A-12

W1

DINING

WC 2M X 1.5M

W-03 A-12

W1

WC

L

C - 49

300X2000

BED

4M X 3M

300X2000

W1 W4 R-19 W2

C - 51

W1

W4 R-18 W2

4.47M X 4m

LIVING 7.6M X 4.4m

2M X 1.5M

W-03 A-12

W-04 A-12

W-03 A-12

W-04 A-12

WC 2M X 1.5M

STUDY

C - 52

300X2000

22M

C - 53

300X2000

300X2000

LIVING

W1 W4 R-24 W2

C - 54

22M

300X2000

D-03 A-12

W3

W3

22M

WC

W-01 A-12

W-01 A-12

W-01 A-12

W1

W-01 A-12

W4 R-25 W2

L

W4 R-22 W2 W1 W4 R-21 W2

22M

D-03 A-09

4.3M X 4M W1

C - 64

22M

22M

W3

M

C - 65

150MM THK RCC SLAB

300X1000

300X1000

25MM THK CEMENT SCREED 25MM THK CEMENT MORTAR

W-02 A-12

WC 2M X 1.5M W-03 A-09

W-04 A-09

W-03 A-09

W-04 A-09

W3

D-02 A-09

W3

M

W-10 A-09

D-02 A-09

DINING

7.6M X 4.4M

C - 55

300X2000

BED 4.47M X 4m

W3

22M

W3

4M X 3M

C - 50

D-03 A-09

LIVING

D-02 A-12

D-02 A-12

W3

7.6M X 4.4m

W1 W4 R-26 W2

D-03 A-12

22M

W4 R-21 W2

W3

D-02 A-12

W3

W1

22M

W4 R-15 W2

STUDY

D-02 A-09

22M

W4 R-22 W2

D-02 A-09

2M X 1.5M

W-03 A-12

4M X 4.3m

D-03 A-09

4.47M X 4M

W-10 A-12

W1

W3

BED

D-02 A-09

W3

22M

W4 R-16 W2

22M

W4 R-26 W2

D-02 A-12

4M X 4.3m

D-02 A-12

KITCHEN

4M X 3M

22M

DINING

DATE

K

300X2000

4.47M X 4M

300X2000

KITCHEN

C - 42

300X2000

C - 45

BED

C - 43

KITCHEN

REVISION

4M X 3M

300X2000

W3

W1

W3

W-04 A-12

C - 44

NO

22M

W3

D-01 A-09

W4 R-23 W2

D-01 A-12

4M X 3M

W1

W-04 A-12

W1

D-01 A-12

W1 W4 R-23 W2

W-11 A-09

22M

W1 W4 R-17 W2

C - 40

REVISIONS

W-11 A-09

GARBAGE CHUTE PIT

D-04 A-12

J

300X2960 WET RISER

D-02 A-09

W-02 A-12

4M X 3M W1 W4 R-24 W2

WD-21112013-007

WC

STUDY

1200X1200MM MARBLE TILING

D-03 A-09

2M X 1.5M

BED

22M

4.47M X 4M

W3

TYPICAL FLOOR PLAN

W1 W-01 A-09

W-01 A-09

W4 R-25 W2

22M

W3

N

SCALE- AS SPECIFIED

3

4

5

6

7

8

9

10

11

12

PALAK P. SHAH W-02 A-09

TYPICAL FLOOR PLAN SCALE

- 1:100

WORKING DRAWINGS DATE - 21.11.2013

2BHK APPARTMENT PLAN SCALE

- 1:50

UNIVERSITY EXAMINER'S SIGNATURE

ROLL NUMBER - 526

FACULTY'S SIGNATURE

KAMLA

K

RAHEJA

R

VIDYANIDHI

V

FOR

I

ARCHITECTURE

A

INSTITUTE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

LIVING W1

W-03 A-09

W-06 A-12

W-01 A-12

300X2000

22M

W4 R-04 W2

W-01 A-12

300X2000

C - 09

300X2000

4M X 2.8M

WC W-04 A-09

W-01 A-12

C - 10

STUDY W1

D-02 A-09

2.8M X 1.5M

W-03 A-09

W-01 A-09

SECTION AND DETAILS WD

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1

2

3

5

4

6

7

8

9

11

10

12

13

15

14

MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI STAIRCASE PENTHOUSE +29.45M

STAIR PENTHOUSE TOP LEVEL

+29.30M

TERRACE LEVEL W-06 A-10

+26.3M

D-02 A-05

KITCHEN

EIGHT FLOOR LEVEL RESIDENTIAL APPARTMENT W-06 A-10

D-02 A-05

KITCHEN

SEVENTH FLOOR LEVEL RESIDENTIAL APPARTMENT

D-02 A-05

KITCHEN

SIXTH FLOOR LEVEL RESIDENTIAL APPARTMENT W-06 A-10

KITCHEN

FIFTH FLOOR LEVEL RESIDENTIAL APPARTMENT

FIRE STAIR 1 LOBBY

ELECTRICAL ROOM

D-02 A-05

KITCHEN

FORTH FLOOR LEVEL RESIDENTIAL APPARTMENT

+5.2M

FIRST FLOOR LEVEL - SERVICE FLOOR

230THK MASONRY WALL

KITCHEN

50x75 MS SECTIONS 25MM THK EXTERNAL PLASTER 300 THK BB MASONRY

W-06 A-10

D-02 A-05

KITCHEN

W-06 A-10

D-02 A-05

KITCHEN 150 HIGH CHINA MOSAIC SKIRTING 15 THK CHINA MOSAIC FLOORING 25 THK SETTING BED

W-06 A-10

D-02 A-05

KITCHEN

KITCHEN

FIRE STAIR 1 LOBBY

W-06 A-10

D-02 A-05

ELECTRICAL ROOM

N

150 THK RCC SLAB

KITCHEN

NOTES-

1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS

I

SECOND FLOOR LEVEL - AMENITIES

50X50MM S.S. RAILING

150 THK BRICK BAT D-02 A-05

THIRD FLOOR LEVEL RESIDENTIAL APPARTMENT

+7.15M

25MM THK EXTERNAL SAND PLASTER CM@1:4

W-06 A-10

D-02 A-05

ELECTRICAL ROOM

FIRE STAIR 1 LOBBY

W-06 A-10

+11.3M

FIRE STAIR 1 LOBBY

ELECTRICAL ROOM

D-02 A-05

W-06 A-10

+14.3M

W-06 A-10

KITCHEN

ELECTRICAL ROOM

FIRE STAIR 1 LOBBY

W-06 A-10

+17.3M

SCALE-750

D-02 A-05

ELECTRICAL ROOM

FIRE STAIR 1 LOBBY

10

+20.3M

KITCHEN

RCC BEAM G

+23.3M

KEY PLAN

ELECTRICAL ROOM

LOBBY

TERRACE

11

CANOPY

FIRE STAIR 1 LOBBY

ELECTRICAL ROOM

DECK

FIRE STAIR 1

ELECTRICAL ROOM

SERVICE AREA

DECK

230 THK RCC BEAM 25 THK EXTERNAL PLASTER

ELECTRICAL ROOM

FIRE STAIR 1 LOBBY

+1.05M

STORE

W-14 A-10

19MM THK CLEAR TOUGHENED GLASS

W-14 A-10

D-05 A-05

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

50MM THK CONCRETE GRATED PAVER

SHOWROOM 2

230MM THK BOUNDARY WALL 10MM DRIP MOLD

+0M 300MM WIDE SURFACE DRAIN G 10

DRIVEWAY 5500MM WIDE 150MM PIPE CARRYING SURFACE DRAINGE

SLOPE

SLOPE

SLOPE

SLOPE

25 MM THK EXTERNAL PLASTER 75x100TW FRAME

9000MM WIDE VEHICULAR TWO WAY RAMP SLOPE 1:10

3MM POWER FLOAT WITH EPOXY COATING OVER 300MM PCC

WATERPROOFING 450MM THK RETAINING WALL 300 DIA SHOR PILING @600MM C/C 250MM THK RAFT FOUNDATION 200MM PCC BED 230MM RUBBLE PACKING RAMMED EARTH

SLOPE

SECTION BB' SCALE - 1:100

75x100TW SHUTTER 75x100TW FRAME

REVISIONS

25 THK EXTERNAL PLASTER

1

2

3

5

4

6

7

8

9

10

11

12

13

14

230 THK BB MASONRY

15

NO

DATE

REVISION

15 THK INTERNAL PLASTER VITRIFIED TILES 100 HIGH SKIRTING 25 THK SETTING BED 25 THICK PLASTER 150MM THICK RCC SLAB

50 Ø SS HANDRAIL

6

6

10 Ø SS ROD 50 Ø SS BALUSTER

5

25 THK TW TREAD 4

50x25 MS "T" ∠ 3 2 1

1

WD-21112013-010

5

150THK RCC SLAB

25MM THK EXTERNAL PLASTER 150THK RCC SLAB

350x25 TW TREAD

50x75 MS SECTIONS

25x25 3MM THK ∠

300THK BB MASONRY

MS 300x75 "C" SECTION

4

BRICK STEPS STONE TREAD

3

15MM GROOVE IN PLASTER 2

150MM THICK RCC SLAB

150THK RCC SLAB

SECTION BB' DETAIL C+H+G

1

230 THK BB MASONRY

N

SCALE- AS SPECIFIED

150 THK RCC SLAB

PALAK P. SHAH WORKING DRAWINGS DETAIL C SCALE - 1:10

DETAIL F SCALE - 1:10

DETAIL G SCALE - 1:10

DATE - 21.11.2013

UNIVERSITY EXAMINER'S SIGNATURE

ROLL NUMBER - 526

FACULTY'S SIGNATURE

KAMLA

K

RAHEJA

R

VIDYANIDHI

V

FOR

I

ARCHITECTURE

A

INSTITUTE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RCC CHAJJA W-15 A-10

STAIRCASE DETAILS WD

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI

150 THK BBC

W-07 A-09

222

219 220 221

+29.60M

200

210 209 208 207 206 205 204 203 202 201

210 211 212 213 214 215 216 217 218

+27.85M

W-08 A-09

10 TREADS X 300 MM=3000 MM

KEY PLAN

150 THK RCC SLAB

D-04 A-05

15 THK INTERNAL PLASTER

60 Ø SS PIPE RAILING

230 THK BB MASONARY

32 Ø SS PIPE

25 THK EXTERNAL PLASTER

SS CAP

SCALE-1:750

60 Ø SS PIPE 15 Ø SS ROD

200

+29.30M

+26.3M

189 188 187 186 185 184 183 182 181 180

+24.85M

191 192 193 194 195 196 197 198 199

190

D-04 A-05

W-07 A-09

230 THK BB MASONARY

W-08 A-09

10 TREADS X 300 MM=3000 MM

222

450x150 RCC BEAM

221

15 THK INTERNAL PLASTER

220 219

150 HIGH KOTA SKIRTING 218

60 Ø SS RAILING

217

D-04 A-05 170 171 172 173 174 175 176 177 178 179 180

+21.85M

215

+27.85M

169 168 167 166 165 164 163 162 161 160

W-07 A-09

W-08 A-09

10 TREADS X 300 MM=3000 MM

150 HIGH KOTA SKIRTING

216 +23.3M

25 THK KOTA FLOORING

214

N

25 THK CEMENT BED

213

300 THK BBC

212 211

150 THK RCC SLAB

210

NOTES-

15 THK INTERNAL PLASTER

209

1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS 3.AMSL - AVERAGE MEAN SEA LEVEL AT VILE PARLE - 9.4M 4.TOTAL AREA OF PLOT - 4345 SQ.M. F.S.I. -1 15%RG - 630 SQ.M. 5%ROAD SETBACK - 200 SQ.M.

208 207

150 151 152 153 154 155 156 157 158 159 160

D-04 A-05

206

+20.3M

205

149 148 147 146 145 144 143 142 141 140

+18.85M

204

W-07 A-09

W-08 A-09

10 TREADS X 300 MM=3000 MM

KOTA TREAD

203

+26.3M

202 201

4MM GROOVES IN KOTA TREAD 10MM GROOVE

150 THK RCC SLAB 230MM THK BB MASONRY +29.60M

170

208

193

207

194

173

130

187

174

168

+12.85M

+9.15M

+6.15M

+3.05M

-1.44M

110

87 86

66

46

20 19 18 17

88

89 85

67

68 65

47

48 45

21

16

90

84

69

64

49

44

22

15

202

201

199

129 128 127 126 125 124 123 122 121 120

+26.3M

132

112

92

83

70

63

50

43

23

14

82

71

62

51

42

24

13

230 THK BB MASONARY 60 Ø SS PIPE

RCC STAIRS

015

200

60 Ø SS BALUSTER

014

185

176

175

184

177

183

178

182

181

179

012

D-04 A-05

+23.3M 180

+12.85M

011

+14.3M

166

W-07 A-09

REVISIONS

010

165

156

155

164

157

163

158

162

161

159

W-08 A-09

10 TREADS X 300 MM=3000 MM

NO

008

+20.3M

133

147

134

146

145

136

006

135

004

144

137

143

138

142

141

139

+17.3M 140

113

127

114

108

93

126

115

107

94

125

116

106

95

117

105

96

+9.15M

124

123

118

104

97

122 119

103

98

121

102

101

003

D-04 A-05

-4.0M 002

+11.3M

87 128

+14.3M W-07 A-09

120

W-08 A-09

13 TREADS X 300 MM=3900 MM

DETAIL AT A - 1:2.5

+11.3M 100

99

D-04 A-05

81

72

61

52

80

+7.15M

+6.15M 79

78

77

76

75

74

73

+7.15M W-07 A-09

73

W-08 A-09

60

54

55

56

57

58

WD-29102013-015

D-04 A-05

+5.2M

53

59

230MM THK BB MASONRY 16MM THK PLASTER 50MM Ø STEEL PIPE RAILING

41

25

D-04 A-05 40

26

39

27

38

28

37

29

+5.2M

36

30

35

31

34

11

10

9

+1.05M

+3.05M W-07 A-09

8

STAIRCASE DETAILS

+1.05M 33

32

D-04 A-05

W-08 A-09

10 TREADS X 300 MM=3000 MM

+18.85M

150

151

152

153

155

154

156

157

158

159

+20.3M

160

20MM THK TOUGHENED FIXED GLASS 5MM THK SS PLATE

12

DATE

REVISION

007

160

005

109

91

186

167

148

129

111

197

198

152 149

131

25THK KOTA TREADS 25MM THK CEMENT SETTING BED

016 203

88 89 90 91 92 93 94 95 96 97 98 99 100

+15.85M

196

195

204

67 68 69 70 71 72 73

150

15 THK INTERNAL PLASTER

009

169

151

205

110 111 112 113 114 115 116 117 118 119 120

188

153154 +18.85M

206

109 108 107 106 105 104 103 102 101 100

172

018

013

189

171

-1.44M

W-08 A-09

10 TREADS X 300 MM=3000 MM

73

+21.85M

192

W-07 A-09

60Ø STEEL SEAT 019 017

209

191

+15.85M

86 85 84 83 82 81 80 79 78 77 76 75 74

190

222

66 65 64 63 62 61 60

+24.85M

217

216

215

214

213

212

221

020

47 48 49 50 51 52 53 54 55 56 57 58 59 60

210

211

220

60Ø SS BALUSTER +17.3M

46 45 44 43 42 41 40 39 38 37 36 35 34 33

+27.85M

219

218

130 131 132 133 134 135 136 137 138 139 140

D-04 A-05

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

7

150 6

5

4

3

2

149

148

147

146

145

144

143

142

141

140

SCALE- AS SPECIFIED

16MM Ø SS PIPE

-4.0M

PALAK P. SHAH

20MM Ø SS PIPE 10MM THK SS PLATE

-4.3M

18

-1.44M

W-07 A-09

17 18 15 14 13 12 11 10 9 8 7 6 5 4 3

19 20 21 22 23 24 25 26 27 28 29 30 31 32 33

D-04 A-05

10 TREADS X 300 MM=3000 MM

5MM Ø SCREW

1 2

W-08 A-09

W-07 A-09 STAIRCASE SECTIONS

STAIRCASE PLANS

SCALE 1: 100

SCALE 1: 100

10 TREADS X 300 MM=3000 MM

WORKING DRAWINGS DATE - 29.10.2013

W-08 A-09

DETAIL AT B - 1:2.5 DETAIL OF STAIRCASE - 1:20

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

200

UNIVERSITY EXAMINER'S SIGNATURE

ROLL NUMBER - 526

FACULTY'S SIGNATURE

KAMLA

K

RAHEJA

R

VIDYANIDHI

V

FOR

I

ARCHITECTURE

A

INSTITUTE

PROFESSIONAL W O R K S

Plaza and typical details - Sports Arena Lake Grading levels and culvert details Fabrication drawing and details

PLAZA LINEOUT AND TYPICAL DETAILS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SPORTS ARENA

201

7

13 41

R

280 R

280

280 280

280 2155

280

25 15

280

280

280

280

280 R

1

R

280MM WIDE 25MM THK. STONE COPING

166

5

SP

1700

2005

R R

SP 280

RR

280

637

7

6 149

67

5

725

187

64

2

0

38

15 35

00

17

00

17

25

593

848

R

150

709

25 00

75 200

3

1457

43

1107

2417

GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)

353

568 246

741

867

379

802

PART SECTION 5-5

PART SECTION 1-1

28

1551

0 28

4

25 75

662

1655

399

280MM WIDE 25MM THK. STONE COPING

150

25

1696

1434

165

R

1190

0

0 28 280

280

PLAN AT E

367

0 28

SCALE - 1:10

SCALE - 1:10

0 1

541

4

954

30

1563

280 280 280

2 6 58 57 345

983 0

1109 275

362

90

989

2848

6

561

R

1778

545 391 659

80 R 0 2 28

432

280

2075

377

1700

1311 1356

177

599

875

1159

145

833

664

725 1040

00

17

00 17

48

439 852

166

828

25

1002

00

R4 83 50 3

1595

982 101

589 974

566 561 1015 284 272

280

R

2157

25

63

585

1150

R

19

89

668

280

1695

538

1091

723

1301

307

R455 10 32

8 51

21

2500 2500 2500

GRAVEL COURT

3

2500

5 SP

280

2307

15

2500

SP

5 1060

90

745

608

808

676

SP

669

280

280

734

45

SP

280

962

2500

2

77

589

3

29

3

810

2500

58

1111

10

197

15

710

6

00

2500

28

6

78 3

1243

0 2 80

1

206

0 25

R

280 R

15

51

17

585

25

1056

2762

15

SP

401

SP

21

00

25

133

740

511

1700

4

4

49

11

R

0

15

0

28

0

28

0

28

702

280MM WIDE 25MM THK. STONE COPING

28

R R

1891

8

1402

R

64

0

280

SP

1608

921

0

28

280

R 1250

280

1129

683

28

0

407

1155

143

1250

280

930

840

2372

6

25

0

28

833

387 00

SP

0

250

R

280

20MM THK STONECRETE AS PER APPROVED SAMPLE

987

1101

596 123

3

53

997

2

28

2500

0 250

1052

9

2

817

2500

R 28

280

5

1917

01

R

84

0

0

280 R

280MM WIDE 25MM THK. POLSIHED KOTA STONE COPING

582

856

669

11

80

28

2

582

1373

1771

850

0

80

94

28

746

0

28

280

280

R R

15

1

529

850

582 194

2

694

700

639 33

8

25

28

126

597

97

1303

669

294

21

11

492

0

00

1

465

R 158 9

0 25

17

4 06

R

2173

SP

1122

86

33

1700

R

1

86

11

280

R

280

280

40

2204

00

442

25

641

1329

2500

280

23 13 1511

1008

11

6

2500

R350

280

757

3

50

280

280

280

1971

3

907

R4

99

2500

4

3

3

338

24

00

55

112

1210

6 64

66 850 9

2

250 R

0

250

349

710 125

101

8 2065 92 962

850

460

9 R31

1271

1291

1171

566

235

280

1

353

54

69

788

R2

R 666

3

2

5

64

5

1542

2

2

3

71

59

206

2387

9

70

7

8

R27

490

11

9

5 51

1387

1362

27

05

77

3 36

933

126

16

20

1495

24

R3

3

6 17

981

1 55

7 40 0

4

1568

6

76

48

8 R46

0

14

226

576

Q 

280

280

13 72

1 72

6 1117 74

72

8

51

R281 23

2500

R21

5

2

3

53

98

16

3 14

6 74

13

59

1283

66

467

1

280

R 2 80

50

1439

12 46

R4 00

R350

165 8

8

76 0 58

R450

669

2244 26 83

5 R4

2100

7

52

PIPES FOR DRAINAGE

0

2

0

50

280

1

76

0 R4

79

2

16

R3

1

50

175

15 84

13 14

2500

R3

9 282 5

R350 203

2500

JOGGING TRACK TO BE DONE IN CHARU

280

0 109

2223

280

9

R350

R400

4

817 71 11

0

93

172

7 62

1861

8

95

2422

13

673

20

R411

7 206

R318

R247 01

1821 7 75

9 40

BASKETBALL COURT DETAILS TO FOLLOW

2

209

22

939

82

56

6 56

R3

2500

0

1577

2

6

R35

10

91

1063

7

2500

2342

20MM THK. STONE CRETE AS PER APPROVED SAMPLE

2500

GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)

280MM WIDE 25MM THK. POLISHED KOTA STONE COPING

10MM. THK. MORTAR

25

100

20

280

280MM WIDE 25MM THK. STONE COPING

100MM. THK. G.S.B. COMPACTED EARTH 100MM. THK. P.C.C.

2500

GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)

PART SECTION 6-6

PART SECTION 2-2

SP

SCALE - 1:10

SCALE - 1:10

280

2500

 SP

280

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

R

R

2500

2500

PLANTATION

2500

5



JOGGING TRACK TO BE DONE IN CHARU

20MM THK. STONE CRETE AS PER APPROVED SAMPLE

20

2500

280

75

PLAN AT A

GARDENS/SAND PITS 10MM. THK. MORTAR

LAWN 100MM. THK. P.C.C.

GRAVEL COURT

2500

2500

NOTES

--- IN EVENT OF ANY AMBIGUITY INFORM US BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE TO BE READ AND NOT TO BE SCALED. --- ALL LEVELS ARE FINISHED LEVELS.

2500

X

R

300

COMPACTED EARTH

2500

2500

2500

2500

X

D. 3 MO

2500

PLAN AT C





X

25MM THK. ROUGH KOTA STONE WALKWAY MODULES OF WIDTH 300 MM WITH 8MM GROOVE



X

2



2

JOGGING TRACK TO BE DONE IN CHARU

B GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)

2500

TENNIS COURT DETAILS TO FOLLOW

PLAN AT D

25MM THK. ROUGH KOTA STONE

SCALE - 1:5

PIPE FOR DRAINAGE

LAWN

E

PART SECTION 3-3

2500

2500

2500

25MMM THK. POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE

C

2 MO 2500

X

X

2

D. 1MOD. 3 MO D. 2 MO

D.

2500 2500

300

X

D. 1MOD. 3 MO D. 2 MOD .

D. 3 MO

2500

2

25MMM THK. POLISHED KOTA STONE

LAWN

580 R 5 580 58 0 5 80 80 580 580 580 580 580 580 580 580

JOGGING TRACK TO BE DONE IN CHARU

BASKETBALL COURT DETAILS TO FOLLOW

PLAN AT B

25MM THK. ROUGH KOTA STONE WALKWAY MODULES OF WIDTH 300 MM WITH 8MM GROOVE

JOGGING TRACK TO BE DONE IN CHARU LAWN

2500

25MMM THK. POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE

X

X

2500

2

2500

2

R

2 MO

X

25MM THK. ROUGH KOTA STONE WALKWAY MODULES OF WIDTH 300 MM WITH 8MM GROOVE

580 R 5 580 580 80 580 580 580 580 580 580 580 580 580

STONECRETE AS PER APPROVED SAMPLE

D

100MM. THK. G.S.B.

PIPES FOR DRAINAGE

PIPES FOR DRAINAGE

2500

25MMM THK. POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE

X

300

580

X

2 MO

2500

D. 3 MOD 1MO D .

.

3 MO

D. 2 MO

D.

PIPES FOR DRAINAGE 580 R 5 580 58 0 5 80 80 580 580 580 580 580 580 580 580 580 580

2500

GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)

2500

2500

2500

PLAZA PLANTER DIMENSION PLAZA STONECRETE DIMENSION WALKWAY KOTA STONE MODULES OF WIDTH 300 MM WITH GROOVE POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE DIRECTION OF SURFACE SLOPE 1:250

A

SP

STARTING POINT FOR LAYING PIPES TO ALLOW DRAINAGE

TENNIS COURT DETAILS TO FOLLOW

PROVISION OF SLEEVE FOR DRAINAGE AND UTILITY CROSS OVERS AS PER M/S TCE REQUIRMENTS.

PART SECTION 4-4

SCALE - 1:10

KEY PLAN ( N.T.S.)



GRID:50X50 MTS. SUB GRID :2.5X2.5 MTS.





LAKE GRADING LEVELS AND CULVERT DETAILS PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

P.L =98.60m E.L =98.65m

W. 350 M

PL=98.86m EL=98.66m

W. 400 M

PL=98.82m EL=98.62m

PL=98.82m EL=98.60m

PL=98.82m EL=98.64m

W. 450 M

PL=98.80m EL=98.56m

PL=98.87m EL=

W. 500 M

PL=98.73m EL=

W. 550 M

W. 600 M

W. 650 M

LAKESIDE RESIDENTIAL DEVELOPMENT

P.L =98.90m E.L =98.53m

PL=97.99m EL= PL=98.19m EL=97.72m

B61 

P.L =98.87m E.L =98.54m

P.L =98.65m E.L =98.72m

P.L =98.69m E.L =98.63m

B62

PL=97.99m EL=97.82m

PL=98.45m EL=97.48m

B63

 

PL=98.23m EL=97.49m

PL=98.38m EL=97.51m

PL=98.75m EL=98.39m

PL=98.52m EL=98.60m

PL=98.30m EL=98.24m

B64

PL=98.00m EL=98.04m

PL=98.80m EL=98.77m

PL=98.80m EL=98.72m



PL=98.55m EL=98.46

PL=98.60m EL=98.40m

PL=98.37m EL=98.27m

PL=98.25m EL=98.15m

PL=98.15m EL=98.14m

B39 B39

B40 B40



PL=98.20m EL=98.22m

B41 B41

B42 B42

B43 B43

B44 B44

B45 B45

B46 B46

B47 B47

 



B65



 

PL=98.75m EL=98.65m





 



  

N.S. 00 M





P.L =98.62m E.L =98.63m

PL=98.60m EL=98.65m

 

 

P.L =98.46m E.L =97.74m





PL=98.75m EL=98.65m

B2 B2   

P.L =97.94m E.L =97.74m

PL=98.75m EL=98.68m



PL=98.60m EL=98.75m

B3 B3

P.L =99.02m E.L =98.70m P.L =98.06m E.L =98.13m

 

  PL=98.33m EL=97.76m

B4 B4

PL=98.47m EL=98.73m

PL=98.15m EL=98.69m

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PL=98.18m EL=97.90m PL=98.62m EL=98.59m

PL=98.30m EL=98.60m

B22 B22

B21 B21

 

B26 B26

P.L =99.50m E.L = PL=98.33m EL=97.80m

PL=98.18m EL=98.00m

PL=98.18m EL=98.86m

PL=98.33m EL=98.15m

B20 B20

PL=98.85m EL=99.06m

PL=98.70m EL=98.66m

PL=98.55m EL=98.90m

PL=98.70m EL=98.62m

B23 B23

B27 B27

PL=98.89m EL=98.73m

PL=98.53m EL=98.43m

PL=98.26m EL=98.10m PL=98.41m EL=97.70m

S. 100 M

PL=99.18m EL=99.08m

P.L =98.32m E.L =97.72m

B6 B6

PL=99.03m EL=98.94m

B28 B28

B24 B24

PL=98.95m EL=99.15m

B25 B25

 

PL=99.13m EL=98.89m

 

PL=99.20m EL=99.10m

B29 B29

PL=98.26m EL=97.95m

PL=98.80m EL=99.00m

PL=99.28m EL=99.14m

B7 B7

PL=99.05m EL=98.98m PL=99.13m EL=99.00m

B18 B18 PL=98.41m EL=98.00m

PL=98.27m EL=98.06m

PL=99.12m EL=99.02m

P.L =99.43m E.L =99.30m

B8

PL=99.28m EL=99.35m

PL=98.27m EL=98.21m

B17

B

B

 

PL=98.24m EL=98.25m

P.L =98.58m E.L =98.13m PL=99.12m EL=98.83m

B16

PL=99.24m EL=99.18m

PL=98.42m EL=97.87m

B15

P.L =99.42m E.L =99.22m

PL=99.32m EL=99.22m

 

7.5 MT. WIDE ROAD

PL=98.42m EL=98.08m

S. 150 M

P.L =99.22m E.L =99.35m

B19 B19

PL=99.27m EL=99.20m

PL=99.34m EL=99.67m

PL=99.48m EL=99.38m

B10 PL=99.47m EL=99.14m

B11

B14 PL=98.39m EL=98.34m

B12

B13

PL=99.49m EL=99.66m

PL=99.27m EL=98.85m

PL=99.63m EL=99.69m

P.L =99.62m E.L =99.22m

S. 200 M

P.L =99.10m E.L =98.32m P.L =99.36m E.L =99.30m

P.L =99.28m E.L =99.30m

LEGEND:

 

PLOT LEVELS

EXISTING LAKE

  PL EL

GL

PROPOSED FORMATION LEVEL EXISTING LEVEL

PROPOSED GROUND LEVEL

ROAD LEVEL

 

OVERFLOW LEVEL

 

 

BUND BOTTOM LINE BUND RIDGE LINE 

PROPOSED TREES





 



PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

S. 50 M

 

NOTES

--- IN EVENT OF ANY AMBIGUITY INFORM US BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE TO BE READ AND NOT TO BE SCALED. --- ALL LEVELS ARE FINISHED LEVELS.   --- ALL DIMENSIONS ARE IN METERS .

--- CONTENTS OF THIS DRAWING CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF M/S PRABHAKAR B. BHAGWAT AND NO PART OF THE DRAWING SHALL BE DISCLOSED/MODIFIED/USED IN ANY MANNER WITHOUT THEIR PRIOR CONSENT. 36 x 40

 



      

SCALE  



TITLE 

FOR EXECUTION CHECKED BY: VINAY K.

M/S Prabhakar B Bhagwat, Landscape Architects 901 Panchtirth,

Opp. Aristroville,

Architects Environmental Planners.

Satellite Road,

Ahmedabad 380 015.

E-mail: landscapeindia@usa.net Telefax : 91-079- 2692 3054, 2692 0554, 4006 1192 Website: www.landscapeindia.net

FABRICATION DRAWING AND DETAILS RESIDENTIAL LANDSCAPE

500 500 500 500 500 500 500 LVL. +5.150M

LVL. +5.150M 1423

50

1732

500

856 23

9

3605

500

4090

856

LVL. +0.980M

500

856

LVL. +0.980M

500

356

500

500

7084

200

1005

30°

87

LVL. +1.317M

856

617

20

0

500 500

1005

LVL. +1.605M

856

3070

4590

500

0

856

20

500

225

500

LVL. +0.560 M

o

n

m

l

j

k

i

g

h

e

f

c

d

b

a'

500

500

500

500

500

500

500

500

500

500

500

500

500

500

500

500

500

500

500 500

450

120

120 MM Ø MS PIPE

707

8 29 35 THK. WOODEN FLOOR

9

707

856

23

40 856

100 X 10 MM MS PLATE

1507

856

350

100

0 20

0 20

1507

856

"L" SECTION FRAME WORK

35

2948

3570

3570

3296

856

23

2948

3570 0

1507

1507

856

20

20

0

2948

3570

856

856

23

9

707 9

9

2948

8 29

582

856

856

856

326

LVL. +0.980M

20

120

10MM THK MS PLATE BENT AS PER DESIGN PROFILE

120 MM Ø MS PIPE 120

120

10

35 THK. WOODEN FLOOR

293

10MM THK MS PLATE BENT AS PER DESIGN PROFILE

35

"L" SECTION FRAME WORK

40

300

100

10

40

25 X25 MS BOX SECTION

R1

50

200

4

281

35 THK. WOODEN FLOOR

PART ELEVATION AT P

SCALE 1:20

40 X 10 MM THK MS PLATE

50

350

METAL SPHERE AS PER DETAIL

40 MM Ø MS PIPE BENT AS PER DESIGN PROFILE

120 MM Ø MS PIPE

600

657

10 MM THK MS PLATE COLUMN

10

SECTION DD

40 MM Ø MS PIPE BENT AS PER DESIGN PROFILE

150

388

551

10MM THK. MS PLATE BENT AS PER DESIGN

1027

"L" SECTION FRAME WORK

759

4 MM THK. ALUMINUM CHECKERED PLATE

100 X 10 MM MS PLATE

5

R7

o

659

590

515

484 498

500

LVL. +0.56M

693

SECTION CC

40

390

460

750

265

346

878

148

622

709

534

355

668

40

518

279

161

500

1

512

344

500

2

565

731

357

123

3

182

SECTION BB

96

27

4 693

382

a

1499

LVL. +0.560 M

150

656

560

25

811

132

254

39

600

395 297

89

5

500

n

147

b

712

500

377

369

274

m

47

7 6

387

500

625

468

SECTION AA 0

8

100

326

500 LVL. +2.33M

458

55

500

633 542

856

C

507

40

200

452

0

9

225

151

500

254

75

539

10 447

183

276

8 29

87

11

12

707

500 500 500 500 512

87

774

30

500 500

603

347

417

712

817

860

847

776

652

437

356

244

621

c

772

777

706

642

585

536

492

429

407

393

386

386

394

408

429

458

500

D

300

E

500

571

655

280

448

409

450

408

412

404

391

377

363

349

334

318

431

d

441

665

499

782

e

f B

260

23

198

215

232

250 269

287

307

327

348

384

576

791

883

874

702

739

660

593

536

490

455

430

417

414

421

440

469

509

560

622

695

779 369

393

201

613

496 429

389

288

796

0

445

247

510

724

793

474

308

85

75

650

899 151

233

301

500 500 500 500 500 500

13

230

LVL. +5.15M

961

617

14

l

181

15

LVL. +4.13M

A

16 628

E

1767

617

k 970

514

1161

617

17

759

617

18 778

823

g

19

1429

782

453

20

LVL. +4.130M

219

30

29

28

30

20

252

j

27

1027

317

i

157

26

20

30

40 Ø MS PIPE BENT AS PER DESIGN

643 31

25

30

30

LVL. +5.150M

252

0

75

20

416

23

h

D

DETAIL B

317

24 22 21 135

A

B

20

40

BENCH DETAIL TO FOLLOW

252

LVL. +4.13M

1000

317

595

491

880

396

442

444

500

676

C

372

730

168

870

693

BENCH DETAIL TO FOLLOW

325

715

500

810

283

500

793

564

462

473

500

596

500

500

500

LVL. +0.00M

PART OPENED UP ELEVATION

500

500

a

b

OPENED UP ELEVATION

LVL. +0.560 M

SECTION EE

500

10MM THK. MS PLATE COLUMN 500

500

500

500

500

500

PLAN NOTES

--- IN EVENT OF ANY AMBIGUITY INFORM US BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE TO BE READ AND NOT TO BE SCALED. --- ALL LEVELS ARE FINISHED LEVELS. --- ALL LEVELS AND DIMENSIONS TO BE VERIFIED FOR SITE SUITABILITY BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE IN METERS .

--- THIS DRAWING CANCELS ALL OUR PREVIOUS DRAWINGS FOR THE BRIDGE.

500

4000

4000

4000

4000

DETAIL A ASSOCIATES CONSULTANTS

(SCALE 1:20)

DETAIL B

(SCALE 1:20)

KEY PLAN (N.T.S.)





AHMEDABAD

REV. A DATED 08-08-2013, DRAWING UPDATED

SCALE1:50



TITLE  M/S Prabhakar B Bhagwat, Landscape Architects

--- CONTENTS OF THIS DRAWING CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF M/S PRABHAKAR B. BHAGWAT AND NO PART OF THE DRAWING SHALL BE DISCLOSED/MODIFIED/USED IN ANY MANNER WITHOUT THEIR PRIOR CONSENT.

PROJ. NO. 1211-LD-09 DATE: 01-08-2013

FOR EXECUTION AFTER CHECKING SITE SUITABILITY

CHECKED BY: KALPESH PATEL





Architects



Environmental Planners. 

   

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

856

9

LVL. +2.121M SLIDE LVL. +1.833M

500

276

617

LVL. +2.409M

METAL SPHERE

4090

856 4090

500

0

LVL. +2.987M LADDER LVL. +2.697M

LVL. +4.130M

23

500

METAL SPHERE

818

LVL. +3.273M

188

500 500

LVL. +3.561M

225

1732

LVL. +4.130M

LVL. +3.849M

500

LVL. +4.425M LVL. +4.137M

5

R1

500

LVL. +4.713M

500

1653

R7

DETAIL A

LVL. +5.150M

3995

500

500

PART ELEVATION DETAIL P

500

500

500

500

500

500

500

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT