Swati Goel | Portfolio by Swati Goel

GOEL, SWATI 2008-20 CLEMSON UNIVERSITY, SOUTH CAROLINA sgoel@clemson.edu 917-302-8024

P O R T

F O L I

6 CONSULTANTS

E GRAVEL BASE 6 13 16"

9 16"

8" ASPHALT PAVING

DIA. HOLE FOR CLEVIS PIN

REMOVABLE CHANNEL PLAN VIEW 11 16" 5 3 16 "

CONCRETE FOOTING

REMOVABLE CHANNEL RAIL ELEVATION

NOTE: 1. TOP OF BOLLARD TO BE MAINTAINED AT 2' ABOVE FINISHED FLOOR. DEPTH WILL VARY BASED ON PAVEMENT THICKNESS

REFER METAL FABRICATION SHEET EM-1029

BOLLARD DETAIL WITHOUT BASE CONCRETE

SECTION 1

REMOVABLE CHANNEL DETAIL

BOLLARD DETAIL WITHOUT BASE CONCRETE

1/2" = 1'-0"

LIGHT POLE BOLLARD LAYOUT

1/2" = 1'-0"

1" = 40'- 0"

910

12.7

13.7

14.7

15.7

16.7

17.7

1819

19.7

20.7

21.7

RELEASED FOR CONSTRUCTION 01.31.2019

A -1' - 4 9/32"

-2' - 4 5/32"

-2' - 7 9/16"

-2' - 3 3/16"

-1' - 8 1/8" -1' - 10 29/32" -3' - 8 27/32"

B -5' - 3 23/32"

C -4' - 11 21/32"

-4' - 6 1/4"

-3' - 4 11/16"

3'2"

OB4 SORT BUILDIING

-3' - 5 31/32" -4' - 1 1/32"

D -5' - 1 3/4"

PACKAGE #3 BUILDING 26

-3' - 11 5/32"

E F

-1' - 0 13/32"

-5' - 6 9/32"

OB4

-5' - 2 1/32"

G.7

S G.8 -1' - 3 17/32"

Federal Express

INDIANAPOLIS NATIONAL HUB INDH EXPANSION PROGRAM

L -3' - 11 15/16"

6648 W. SOUTH PERIMETER ROAD INDIANAPOLIS, INDIANA 46241

-1' - 3 7/8" -6' - 8 5/8"

-7' - 2 7/32"

-5' - 3 7/8"

910

P Contractor to pot hole this area before final placement

Contractor to pot hole this area before final placement

-2' - 10 13/16" -6' - 9 11/16"

Current Local File:

1819

9 7 6

SG SG SG

REV09 REV07 REV06

CHA

REV05

REV BY

FIRST FLOOR EXTERNAL BOLLARD LAYOUT PLAN 1" = 40'- 0"

Saved:

KEY PLAN

DATE

PROJECT NO:

SCALE: AS SHOWN

A/E NO:

33957

CAD DWG FILE: PARENT:

07.12.2019

DESCRIPTION

CENTRAL FILE #:

DWN:

11.27.2019 10.15.2019 08.21.2019

3U 3T

REV:

LAL

CHK:

AWS

PROJ: APP:

FIRST FLOOR EXTERNAL BOLLARD LAYOUT PLAN

6 CONSULTANTS

C3 10' - 0"

C3 9' - 0"

CHA Architecture, P.C.

C3 10' - 0"

VTR

13 C3 10' - 0"

1/8" = 1'-0"

16'

REFLECTED CEILING PLAN

KEY NOTES 8'

1. VTR; SEE SHEET Z1-A3-2 DETAIL 11

1/8" = 1'-0"

16'

CEILING NOTES 1.

CEILING PLANS DO NOT SHOW EVERY FIXTURE OR COMPONENT. REFER TO ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL DRAWINGS FOR EXTENT OF ALL CEILING PENETRATIONS AND INSTALLATIONS AND COORDINATE PRIOR TO INSTALLATION.

CENTER GRID LAYOUT IN ALL ROOMS UNLESS NOTED OTHERWISE.

ALL COMPONENTS MOUNTED IN OR BELOW A SUSPENDED ACOUSTIC CEILING SHALL BE CENTERED IN THE CEILING TILE OR IN THE 2X2 PORTION OF TEGULAR CEILING TILES, UNLESS NOTED OTHERWISE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, LIGHT FIXTURES, DIFFUSERS, SPEAKERS, SMOKE DETECTORS, AND SPRINKLER HEADS.

PRIOR TO THE INSTALLATION OF CEILINGS, ALLOW FOR AN ABOVE-CEILING INSPECTION OF COMPONENTS THAT WILL NOT BE VISIBLE WHEN THE CEILINGS HAVE BEEN INSTALLED, INCLUDING INSPECTION OF FIRE, SMOKE, AND ACOUSTICAL SEPARATIONS.

ROOF GENERAL NOTES NOTE: THE ROOF SYSTEM SHOULD MEET THE REQUIREMENTS OF FM GLOBAL PROPERTY LOSS PREVENTION DATA SHEET I-31 PANEL ROOF SYSTEMS. A ROOF SYSTEM MEETING THE REQUIREMENTS OF A CLASS 1A-60-SH SYSTEM SHOULD BE USED WITH INCREASED FASTENING IN THE PERIMETERS AND CORNERS TO MEET AN UPLIFT RESISTANCE OF 75 PSF AND 105 PSF, RESPECTIVELY. AN OPTION TO MEET THIS INCREASED ROOF EDGE UPLIFT WOULD BE TO USE THE PRESCRIPTIVE ENCHANCEMENT METHOD DETAILED IN FM GLOBAL PROPERTY LOSS PREVENTION DATA SHEET 1-29, ROOF DECK SECUREMENT AND ABOVE DECK ROOF COMPONENTS. THE AWARDED ROOFING CONTRACTOR SHOULD SUBMIT AN FM GLOBAL ROOFNAV CONTRACTOR'S PACKAGE AND A CHECKLIST FOR ROOFING SYSTEM (FORM 2688) PROVIDING ALL THE DETAILS OF THE PROPOSED ROOFING INSTALLION. ROOF INSTALLATIONS SHOULD USE COMPONENTS AND SYSTEMS THAT ARE FM APPROVED FOR USE TOGETHER ON THE PARTICULAR DECK. USE OF INDIVIDUALLY FM APPROVED COMPONENTS, NOT FM APPROVED FOR USE TOGETHER, DOES NOT CONSTITUTE AN FM APPROVED OR RECOMMENDED ASSEMBLY.

KEY NOTES

PLAN GENERAL NOTES

1 BULLNOSE EXPOSED CMU CORNERS

WORK FROM GIVEN DIMENSIONS. IN GENERAL, LARGE-SCALE DETAILS TAKE PRECEDENCE OVER SMALLER SCALE PLANS, ELEVATIONS AND BUILDING SECTIONS. NOTIFY THE ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES PRIOR TO COMMENCING THE WORK, AND DO NOT BEGIN WORK UNTIL SUCH DISCREPANCIES ARE RESOLVED BY THE ARCHITECT.

DO NOT SCALE THE DRAWINGS.

DIMENSIONS INDICATED AS "CLEAR" SHALL BE MAINTAINED IN CASES OF DISCREPANCY. UNLESS NOTED OTHERWISE, THE LOCATION OF DOOR FRAMES SHALL BE: CMU PARTITIONS: 4" FROM THE ADJACENT WALL TO THE HINGE SIDE OF THE ROUGH OPENING.

4. •

6' - 1"

PROVIDE FLASHING AT ALL ROOF PENETRATIONS. PENETRATIONS MAY NOT BE INDICATED ON THE ROOF PLAN. REFER TO STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS FOR NUMBER, LOCATION, AND SIZE OF PENETRATIONS.

PROTECT ROOFING MATERIALS FROM CONSTRUCTION OPERATIONS.

PROVIDE CURBS AND PRESSURE TREATED WOOD BLOCKING AS REQUIRED FOR ALL ROOF MOUNTED EQUIPMENT, UNLESS NOTES OTHERWISE.

VTR = VENT THROUGH ROOF

DIMENSIONAL CONTROL:

• • • • • • •

EXTERIOR DIMENSIONS ARE TO: CENTERLINE OF COLUMN FACE OF MASONRY FACE OF STUD FACE OF CONCRETE CENTERLINE OF WINDOW OPENING ROUGH OPENING MASONRY OPENING

• • • •

INTERIOR DIMENSIONS ARE TO: CENTERLINE OF COLUMN FACE OF MASONRY FACE OF STUD FACE OF EXISTING FINISH MATERIAL

•

MASONRY OPENING OR ROUGH OPENING DIMENSIONS INDICATED ARE NOMINAL DIMENSIONS AND MAY NOT MATCH THE ACTUAL DIMENSIONS OF THE PRODUCT. COORDINATE ALL MASONRY OPENINGS AND ROUGH OPENINGS WITH THE ACTUAL WINDOW UNIT, DOOR FRAME, CURTAIN WALL/STOREFRONT, OR LOUVER SIZES AND REQUIREMENTS.

C1 9'-0"

SMOKE DETECTOR

CEILING HEIGHT A.F.F.

OCCUPANCY DETECTOR 1' X 4' RECESSED LIGHT

CEILING TYPES

11" X 8' SUSPENDED LIGHT FIXTURE

7. •

• • • • • •

EXISTING DIMENSIONS SHALL BE VERIFIED. REPORT ANY DISCREPANCIES TO THE ARCHITECT.

CEILING FIXTURE LEGEND

CEILING TYPE

•

ACOUSTICAL CEILING TILE

EXPOSED STRUCTURE PTD WHITE

GWB ON 2X10 12 GA STEEL JOIST @ 16" O.C.

TYPICAL DETAIL NOTES: THE FOLLOWING NOTES ARE TYPICAL THROUGHOUT THIS PROJECT AND APPLY IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE. THESE NOTES AND ASSOCIATED DETAILS MAY NOT BE DIRECTLY REFERENCED ON THE DRAWINGS: ALL COLUMNS ADJACENT TO OR INTEGRAL WITH EXTERIOR WALL CONSTRUCTION SHALL BE ENCLOSED WITHIN THE WALL CONSTRUCTION. ALL COLUMNS LOCATED ADJACENT TO OR INTEGRAL WITH CMU OR GWB PARTITIONS SHALL BE ENCLOSED WITHIN THE WALL CONSTRUCTION. ALL FREESTANDING COLUMNS SHALL BE ENCLOSED WITH GWB ON METAL LGMF. ALL GWB PARTITIONS INTERSECTING MASONRY PARTITIONS, EITHER NEW OR EXISTING, SHALL BE FINISHED WITH A "J" BEAD AND CONTINUOUS SEALANT. ALL NEW OPENINGS FOR WINDOWS AND DOORS IN EXISTING MASONRY WALLS SHALL BE TOOTHED IN AT THE JAMBS. ALL ROOF LEADERS, HEAT PIPING, SPRINKLER RISERS, PLUMBING VENTS, SANITARY PLUMBING OR MISCELLANEOUS PIPING SHALL BE ENCLOSED WITHIN THE WALL CONSTRUCTION. ALL DUCT PENETRATIONS THROUGH FLOORS SHALL BE ENCLOSED IN A CHASE.

WIDE BODY AIRCRAFT APRON EXPANSION PROGRAM PAVING, ELECTRICAL AND FACILITIES

6' - 4"

37' - 8"

4' - 8"

31' - 4"

4' - 8"

1 Z1-A2-1

33' - 8"

WOMEN

MEN

M8A

4AX108

6' - 4"

MECH/WATER

4AX107

10' - 8"

JAN/STOR

4AX106

108.2

Federal Express

INDIANAPOLIS NATIONAL HUB INDH 111K EXPANSION PROGRAM

107.1

M8A

2500 SOUTH HIGH SCHOOL RD INDIANAPOLIS - INDIANA - 46241

4AX102

VESTIBULE

106.2

Z1-A2-2

105.1

16' - 0"

4AX103

Z1-A2-2

104.1

EMPLOYEE STORAGE AREA

16' - 8"

4AX100

M8A

4AX105

4AX104

C16A

OFFICE

3' - 4"

M8A

1' - 3" 2' - 0"

100.1

Z1-A3-1

ELECTRICAL

OUTDOOR STORAGE

M8A

103.1

Z1-A3-2

4AX116

26' - 2"

104.1

2 16 Z1-A3-2

M8A

HARD CONNECT WATER COOLER

HALL 1 1

31' - 4"

M8A

4AX113

2' - 0" 12' - 8"

8' - 8"

2' - 0"

8' - 8"

10' - 4"

8' - 8"

18' - 0"

COMPUTER

42' - 5"

M8B 19' - 4" 12' - 0"

IDF 4AX115

4AX109

OPEN/OFFICE

14' - 0"

TV LOCATION

4 Z1-A2-1

4AX110

Z1-A2-2

M8B

M8A

2' - 6"

VENDING N.I.C.

BREAK AREA

Z1-A2-2

114.2

VESTIBULE

TOOLS/PARTS 4AX111

HOT PLATE

11' - 0"

6' - 4"

4AX112

114.1

M8A

111.1

17' - 4"

12' - 0"

ICE/REF N.I.C.

115.1

10' - 0"

2' - 0" 1' - 3"

Z1-A3-2

C16A

32' - 9"

M8B 1

M8B 15

13 SG 3 SG

M8A

4AX114 TIME CLOCKS

MICRO

6" 1' - 4"

3' - 4"

4' - 8"

15' - 4"

4' - 8"

4' - 0"

4' - 8"

4' - 0"

4' - 8"

4' - 0"

4' - 8"

43' - 4"

4' - 8"

1' - 4"

17' - 9"

DESCRIPTION

DATE

CENTRAL FILE #:

PROJECT NO:

SCALE: AS SHOWN

A/E NO:

PARENT DWN:

REV:

CDK

CHK:

CDR

31931

PROJ: APP:

PLANS

FLOOR PLAN 1/4" = 1'-0"

04.03.20 07.26.19 05.22.19 05.02.19 08.30.18

CAD DWG FILE:

119' - 9"

REV 13 REV 03 STATE PLAN RELEASE RELEASED FOR CONSTRUCTION ISSUED FOR BID

REV BY

COFFEE

1 Z1-A3-1

3' - 5"

Saved: 11/8/2020 11:40:17 AM Current Local File: D:\Old office works\CHA\31931-WR-ACMX-Architectural17.rvt

Z1-A3-1

16' - 8"

3 Z1-A2-1

106.1

CEILING LEGEND

PROTECT ALL OPENINGS CUT IN THE ROOF. PROVIDE TEMPORARY ROOFING IF WORK IS TO BE UNFINISHED DURING ADVERSE WEATHER CONDITIONS THROUGHOUT THE CONSTRUCTION PHASE.

RELEASED FOR CONSTRUCTION 05.02.2019

ROOF PLAN

Z1-A1-1

Designer

Professional Experience

HCO

EXISTING FLUSH CURB

INCORPORATED FLARED SIDE DETECTABLE WARNING SURFACE

EXISTING CURB SIDEWALK

ARCHITECTURE PLANNING INTERIOR DESIGN ENGINEERING

6" 2'

2' - 0"

R PE

5' CURB

NEW CURB ELEVATION SHOULD MATCH EXISTING

SOUTH WEST CURB 3/8" = 1'-0"

ALONG THE BUILDING LINE

EXISTING CURB

3 '-1 42

PAINTED PARKING LINES 300 SPURCE STREET, SUITE 300 COLUMBUS, OHIO 43215

PAINT EXISTING BOLLARDS

ACCESSIBLE SYMBOL: REFER TO FIGURE 5/SP102

A100

8' - 0"

2' WIDE DETECTABLE WARNING SURFACE

8' - 0"

NEW 4" THICK CONCRETE SIDEWALK ON 4" COMPACTED FILL. SLOPE AS REQUIRED TO TRANSITION BETWEEN NEW SLAB AND EXISTING SIDEWALK. MAXIMUM SLOPE ≤8.33%

8' - 0"

EXISTING PARKING

18' - 0"

SID

NORTH WEST CURB 3/8" = 1'-0"

A EW

+/- 38' - 2"

+/- 144' - 1 1/4"

TYP.

EDGE OF EXISTING ASPHALT

NEW ASPHALT FULL DEPTH TO MATCH EXISTING ON STONE BASE. REFER FIGURE 6/SP102 NEW CONCRETE SIDEWALK AND RAMP. SEE FIGURE 1/SP102, 2/SP102, 3/SP102 AND 4/SP102 RAMP FLARES SHOW MATCH EXISTING CURB CUT

UP DN

THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF H.C.O., INC., AND IS THEREBY PROTECTED UNDER COPYRIGHT LAWS. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF H.C.O., INC.

4 SP101 DN

NEW 4" CONCRETE RAMP. LENGTH AS REQUIRED TO MEET ASPHALT AT MAXIMUM SLOPE ≤8.33%.

EXISTING TRANSFORMER VAULT TO BE FILLED. REFER D100

3'-10"

EXISTING ELECTRICAL VAULT

3'-0 3/4"

DUCT BANK

3'-0"

SIDE WALK

GREEN SPACE

2'-4"

6'-0 1/2"

NEW CONCRETE SIDEWALK AND RAMP. SEE FIGURE 1/SP102, 2/SP102, 3/SP102 AND 4/SP102 RAMP FLARES SHOW MATCH EXISTING CURB CUT

2'-7 5/8"

3'-0 3/4"

NEW 4" CONCRETE SIDEWALK ON 4" COMPACTED FILL GRADE SHALL REMAIN THE SAME AS EXISTING.

SITE PLAN

617 INDIANA AVENUE INDIANAPOLIS, IN - 46202

CONSTRUCTION DOCUMENTS BID PACKAGE 2

SIDEWALK

(317)251-6172

8' - 0"

AN DI IN

FLARED SIDE

N VE

9' - 0"

G TIN XIS RE PE

8' - 0"

INSTALL SIGNAGE REFER TO FIGURE 7/SP102 15 WEST 28TH STREET INDIANAPOLIS, INDIANA 46208

NEW 6" WIDE CURB RUNNING SLOPE ≤ 8.33%

(614) 461-4664

FLARED SIDE

5' WIDE TURNING SPACE

SP101

NEW FLUSH CURB

INDIANAPOLIS, INDIANA 46208 (317)923-3737 FAX (317)923-3730

EXISTING CURB

NEW STEEL SUPPORT STRUCTURE, PRECAST SLAB AND TOPPING SLAB. SEE STRUCTURAL DWG. ELEVATION AT STREET SHALL MATCH EXISTING CURB. ELEVATION AT BUILDING SHALL MATCH SILL OF EXISTING DOORS.

3921 NORTH MERIDIAN STREET, SUITE 100

JOIN NEW CURB WITH EXISTING CURB

5'0" X 8'3" STEEL GRATE

60" X60" DOUBLE LEAF ACCESS DOOR

NEW CURB TO MATCH EXISTING 5'

/4" 83

3/8" = 1'-0"

5 '-2 20

4'-

SOUTH EAST CURB

RB CU

R PE

G IN IST EX

NEW CONCRETE SIDEWALK, CURB AND RAMP. SEE FIGURE 1/SP102, 2/SP102, 3/SP102 AND 4/SP102 /8

EXISTING FLUSH CURB DETECTABLE WARNING SURFACE

SIDEWALK

5 '-0

PER EXISTING

6' - 0"

NEW 4" THICK CONCRETE SIDEWALK ON 4" COMPACTED FILL. MAXIMUM SLOPE ≤8.33%. NEW CURB SHALL MATCH EXISTING CURB. ELEVATION AT BUILDING SHALL MATCH SILL OF EXISTING DOORS. ELEVATION AT STREET SHALL MATCH EXISTING CURB. ELEVATION AT BUILDING SHALL MATCH SILL OF EXISTING DOORS.

CURB

RB CU

FLARED SIDE PER EXISTING

G IN IST EX

PER SITE

RUNNING SLOPE ≤ 8.33%

FLARED SIDE

R 7'-7 7/16 "

FLARED SIDE

MADAME WALKER THEATRE CENTER INTERIOR RENOVATION PROJECT

5' - 9"

SIDEWALK

RUNNING SLOPE≤ 8.33%

6" DIA. CONCRETE FILLED BOLLARDS. COORDINATE LOCATION WITH ELECTRICAL CONTRACTOR AND ELECTRICAL COMPANY

REVISIONS Date

Description

7'X7' PAD MOUNTED TRANSFORMER REFER ELECTRICAL DRAWINGS. 1 SP103

DRAWN BY: Author

3'-0"

3 SP101

2 SP103

INSTALL NEW CURB TO MATCH EXISTING. SEE DETAIL 10/SP102

DR. MARTIN LUTHER KING DRIVE

NEW CONCRETE STEP AND 4" SIDEWALK ON 4" COMPACTED FILL TO CONNECT TO THE EXISTING SIDEWALK. SEE DETAIL 9/SP102

RAILING. SEE DETAIL 9/SP102 AND 11/SP102

NEW 4" CONCRETE SIDEWALK ON 4" COMPACTED FILL GRADE SHALL MATCH EXISTING ASPHALT AND SIDEWALK. COORDINATE FINAL LOCATION TO CLEAR THE POWER POLE AND GUIDE WIRES.

CHECKED BY: Checker PROJECT NO.

IU: #20180259 HCO: #890218 DATE: 01/07/2019

CERTIFIED BY:

1/7/2019 6:10:35 PM

SHEET NO.

SITE PLAN 1/8" = 1'-0"

SP101

Professional Experience ALUMINUM FRAMING

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING 3" RIGID INSULATION WITH E.I.F.S. FINISH 6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION

LINE OF DOOR FRAME

1" GLASS

SILL GUIDE

53 A805

SCALE: 1 1/2" = 1'-0"

Sliding Barn Door Threshold AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING R-10 RIGID INSULATION 6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION

SCALE: 1 1/2" = 1'-0"

37 A805

1 1/2" METAL PANEL

SEALANT

1 1/2" METAL SIDING PANEL

DOUBLE STUDS AT JAMB

J TRIM

5/8" TYPE "X" GYPSUM BOARD - TERMINATE WITH ZIP STRIP AND CAULK WOOD SHIM AS REQUIRED CAULK SEALANT WITH BACKER ROD

PROVIDE FLOOR ANCHOR AND (3) MASONRY ANCHORS PER JAMB

HOLLOW METAL FRAME - GROUT FRAME SOLID

SCALE: 1 1/2" = 1'-0"

31 A805

FAUX WOOD SLATS CAULK SEALANT

Jamb Detail SCALE: 1 1/2" = 1'-0"

ALUMINUM FRAME WITH ALUMINUM SILL RECEPTER R-10 RIGID INSULATION 5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER R-19 BATT INSULATION 6" METAL STUDS @ 16" O.C. METAL TRACK AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING METAL HEADER MORTAR NET METAL FLASHING MANUFACTURED STONE OR STANDARD BRICK VENEER (ALT.) STEEL LINTEL. REF. STRUCTURAL WEEPS AND WICKS @ 24" O.C.

WOOD SHIM AS REQUIRED SOLID SURFACE SILL METAL TRACK

CURTAIN WALL JAMB

PREFINISHED ALUMINUM FLASHING

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING ALUMINUM Z-CLIP MOUNTED ON FERRULES 6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION 5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

SCALE: 1 1/2" = 1'-0"

ALUMINUM FRAME WOOD SHIM AS REQUIRED CAULK SEALANT WITH BACKER ROD CONCRETE SLAB

ALUMINUM FRAME WITH ALUMINUM SILL RECEPTOR

TERMINATE WITH ZIP STRIP AND CAULK

CAULK SEALANT WITH BACKER ROD WOOD SHIM AS REQUIRED 5/8" TYPE "X" GYPSUM BOARD - TERMINATE WITH ZIP STRIP AND CAULK ALUMINUM CHANNEL

HOLLOW METAL FRAME CAULK SEALANT

ALUMINUM Z CHANNEL

36 A805

1 1/2" METAL PANEL

INTERIOR ALUMINUM SILL

SCALE: 1 1/2" = 1'-0"

R-19 BATT INSULATION 6" METAL STUDS @ 16" O.C. R-10 RIGID INSULATION AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING

905 N. CAPITOL AVE. Suite 100 INDIANAPOLIS, IN 46204 317.800.6388 WWW.GUIDONDESIGN.COM

SCALE: 1 1/2" = 1'-0"

42 A805

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER R-19 BATT INSULATION 6" METAL STUDS @ 16" O.C. R-10 RIGID INSULATION AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING MANUFACTURED STONE OR STANDARD BRICK VENEER (ALT.) 3/4" AIR SPACE TREATED 2X BLOCKING

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING 3" RIGID INSULATION WITH E.I.F.S. FINISH 6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION 5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

Curtain Wall Sill

ALUMINUM Z-CLIP MOUNTED ON FERRULES DOUBLE STUDS AT JAMB

SCALE: 1 1/2" = 1'-0"

DOUBLE STUDS AT JAMB

CAULK SEALANT FAUX WOOD SLATS

TERMINATE WITH ZIP STRIP AND CAULK HOLLOW METAL FRAME CAULK SEALANT ALUMINUM FLASHING PROVIDE FLOOR ANCHOR AND (3) STRAP ANCHORS FOR JAMB

CURTAIN WALL

ALUMINUM FRAME CURTAIN WALL SILL

49 A805

INTERIOR ALUMINUM HEAD

WOOD SHIM AS REQUIRED

35 A805

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING

SCALE: 1 1/2" = 1'-0"

5/8" TYPE "X" GYPSUM BOARD METAL STUDS @ 16" O.C.

Curtain Wall Jamb

29 A805

SCALE: 1 1/2" = 1'-0"

INSULATED HOLLOW METAL DOOR VERSADECK THRESHOLD - SIZE AS REQUIRED

WOOD SHIM AS REQUIRED

ALUMINUM DECK SUPPORT FRAME

ALUMINUM FRAME

R-10 RIGID INSULATION

VERSADECK

47 A805

STILE POCKET STILE SUPPORT BRACKET PB01A IT487A

BACK TO BACK PULLS

41 A805

SLIDING BARN DOOR JAMB

28 A805

ALUMINUM FRAME METAL TRACK CAULK SEALANT 5/8" TYPE "X" GYPSUM BOARD METAL STUDS @ 16" O.C.

VALANCE & END CAP ABOVE

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING

SCALE: 1 1/2" = 1'-0"

WOOD SHIM AS REQUIRED

SCALE: 1 1/2" = 1'-0"

TERMINATION BAR CONCRETE SLAB ON METAL DECK TAPERED INSULATION MIN R30. REFER TO ROOF PLAN A103

INTERIOR ALUMINUM JAMB 6"

Hollow Metal Jamb Detail

ST-02A

STUD AT JAMB

48 A805

SUSTAINABLE ARCHITECTURE + ENGINEERING

Hollow Metal Head Detail

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

SCALE: 1 1/2" = 1'-0"

METAL HEADER CAULK SEALANT WITH BACKER ROD WOOD SHIM AS REQUIRED LAY IN CELING. BOTTOM OF WALL ANGLE FLUSH WITH FRAME

Curtain Wall Sill

INDINAPOLIS, INDIANA 46208 (317)923-3737 FAX (317)923-3730

Curtain Wall Sill

SCALE: 1 1/2" = 1'-0"

VAPOR BARRIER

SCALE: 1 1/2" = 1'-0" 2X BLOCKING FOR TRACK SUPPORT BETWEEN WALL STUD. GWB TO BE SECURED TO FRAMING. FACE OF BACKING MUST BE FLUSH WITH FACE OF STUDS TO AVOID WALL DAMAGE.

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

INTERIOR ALUMINUM SILL

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING

SCALE: 1 1/2" = 1'-0"

AD120 CLOSER & CARRIAGE TRACK

6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION

RFB-19PHS-011

50 A805

30 A805

3921 NORTH MERIDIAN STREET, SUITE 100

EPDM GASKET ON BOTH SIDES

VA04A

TR-SL120

PB01A IT487A

METAL JAMB

FRAMING BEYOND

3/8" GLASS 1/4"

46 A805

FAUX WOOD SLATS MOUNTED ON FERRULES 3" RIGID INSULATION WITH E.I.F.S. CAULK SEALANT WITH BACKER ROD WOOD SHIM AS REQUIRED

2 1/2"

SCALE: 1 1/2" = 1'-0"

Curtain Wall Jamb Detail SCALE: 1 1/2" = 1'-0" 5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION 5/8" GYPSUM BOARD

CURTAIN WALL HEAD

SCALE: 1 1/2" = 1'-0"

CAULK SEALANT WITH BACKER ROD

39 A805

SCALE: 1 1/2" = 1'-0"

1/4" TEMPERED GLASS GLAZING STOP

ALUMINUM CHANNEL

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER - TERMINATE WITH ZIP STRIP AND CAULK

5/8" TYPE "X" GYPSUM BOARD - TERMINATE WITH ZIP STRIP AND CAULK WOOD SHIM AS REQUIRED CAULK SEALANT WITH BACKER ROD

WOOD SHIM AS REQUIRED CAULK SEALANT WITH BACKER ROD ALUMINUM FRAME

CURTAIN WALL HEAD

METAL FLASHING

38 A805

METAL FLASHING STAND OFFS AT 2'-0" O.C. VERTICALLY

REVISIONS INSULATED HOLLOW METAL DOOR

33 A805

HOLLOW METAL DOOR SILL

Date

Description

26 A805

HOLLOW METAL DOOR HEAD SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0" AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING 3" RIGID INSULATION WITH E.I.F.S. FINISH 6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION

AIR AND VAPOR BARRIER OVER CMU 8" CMU WITH KORFIL INSULATION R-10 RIGID INSULATION

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

BOND BEAM OR PRE-CAST LINTEL, SEE STRUCTURAL

DOUBLE STUDS AT JAMB

ALUMINUM Z CLIP MOUNTED ON FERRULES CAULK SEALANT

1 1/2" METAL SIDING PANEL

INSULATED HOLLOW METAL DOOR

CAULK/ SEALANT- FULL PERIMETER OF FRAME

STAND OFFS AT 2'-0" VERTICALLY

HOLLOW METAL FRAME - GROUT FRAME SOLID

HEAD DETAIL @ CMU & METAL PANEL SCALE: 1 1/2" = 1'-0"

CHECKED BY: DAS

89-0418

DATE: 01/21/2019

METAL FLASHING

32 A805

DRAWN BY:

PROJECT NO.

ALUMINUM Z-CHANNEL

FAUX WOOD SLATS TO BE FIELD APPLIED

WINDOW HEAD @ EIFS & WOOD SCALE: 1 1/2" = 1'-0"

1/2" GAP CENTERED ON TOP OF THE DOOR

CONCRETE FLOOR SLAB

HOLLOW METAL SILL SEALANT (BOTH SIDES)

METAL TRACK FAUX WOOD SLATS METAL HEADER ALUMINUM Z CLIP MOUNTED ON FERRULES

1 1/2" METAL PANEL

Curtain Wall Head

6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION ALUMINUM Z-CLIP MOUNTED ON FERRULES METAL HEADER 1x4 FAUX WOOD SLATS AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING 3" RIGID INSULATION WITH E.I.F.S. FINISH 6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER ALUMINUM Z-CHANNEL

3" RIGID INSULATION WITH E.I.F.S. FINISH METAL TRACK

CURTAIN WALL

Curtain Wall Jamb

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING R-10 RIGID INSULATION 6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION

SCALE: 1 1/2" = 1'-0"

5/8" TYPE "X" GYPSUM BOARD - TERMINATE WITH ZIP STRIP AND CAULK

1 1/2" METAL PANEL R-10 RIGID INSULATION

WOOD SHIM AS REQUIRED

Curtain Wall Head

SLIDING BARN DOOR HEAD

THRESHOLD DETAIL

METAL JAMB

LAY IN CEILING WOOD SHIM AS REQUIRED CAULK SEALANT WITH BACKER ROD

34 A805

6" METAL STUDS @ 16" O.C. R-19 BATT INSULATION

SUSPENDED FAUX WOOD CEILING

1/21/2019 9:46:39 PM

27 A805

AIR BARRIER OVER 5/8" EXTERIOR GRADE SHEATHING

3 5/8" METAL STUDS @ 16" O.C.

METAL HEADER

44 A805

STEEL BEAM & COLUMN. REFER TO STRUCTURAL.

CURTAIN WALL

Interior Aluminum Butt Glazed Mullion 40 A805

45 A805

ROOF DECK

5/8" TYPE "X" GYPSUM BOARD - TERMINATE WITH ZIP STRIP AND CAULK

DOOR/WINDOW HEAD, JAMB, SILL DETAILS

3" RIGID INSULATION WITH E.I.F.S.

Curtain Wall Jamb

2876 (APPROX) E PLEASANT RUN PKWY N DR INDIANAPOLIS, IN 46203

SCALE: 1 1/2" = 1'-0"

43 A805

MARION COUNTY ASSESSMENT AND INTERVENTION CENTER

Curtain Wall Jamb Detail

51 A805

ARCHITECTURE PLANNING INTERIOR DESIGN ENGINEERING

CAULK/ SEALANT- FULL PERIMETER OF FRAME

WINDOW JAMB @ EIFS & WOOD

DOUBLE STUDS AT JAMB ALUMINUM CHANNEL 5/8" TYPE "X" GYPSUM BOARD - TERMINATE WITH ZIP STRIP AND CAULK WOOD SHIM AS REQUIRED CAULK SEALANT WITH BACKER ROD

CURTAIN WALL JAMB

R-10 RIGID INSULATION

ALUMINUM Z CLIP MOUNTED ON FERRULES

ALUMINUM FRAME

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

CURTAIN WALL MULLION

INCORPORATED

CONSTRUCTION DOCUMENTS

52 A805

8" CMU WITH KORFIL INSULATION

FAUX WOOD SLATS

Exterior Butt Glazed Mullion Detail

HCO

AIR AND VAPOR BARRIER OVER CMU

5/8" TYPE "X" GYPSUM BOARD OVER VAPOR BARRIER

SILICONE SEALANT

S21

BOTTOM TRACK

25 A805

HOLLOW METAL DOOR JAMB SCALE: 1 1/2" = 1'-0"

CERTIFIED BY: SHEET NO.

A805

Professional Experience

MULTI HOUSING PROJECT, AUROVILLE UNDER CONSTRUCTION

Team Work |Project Architect, Project Management Team

Professional Experience

Execution images

North Elevation

Professional Experience

RESIDENCE DESIGN, CHENNAI UNDER CONSTRUCTION

Team Work |Design and Execution

Residence designed in the form of a pavilion with curved roof cast in concrete. The client wanted natural ventilation and limit the use of air conditioners, hence a green building design strategy was adopted.

Longitudinal Section

View from the road

Opaque solid walls have been minimized for privacy

Wooden fenestrations provide visual barrier to an open plan

Professional Experience

MUSEUM DESIGN AND RENDERS TENDER DRAWINGS

Team Work |Competition entry, tender drawings Redevelopment of the existing Steam Locomotive Shed into a World Class Steam Centre. Several exhibit galleries, toy train, heritage station and roundhouse were added to the design.

Master Plan for Rewari Steam Centre

The existing collection of the museum was enhanced and the landscaping of the site was developed in consonance to the authenticity and integrity of the site in a design language and materials that was cohesive with the historic shed.

Professional Experience

FURNITURE DETAILING AND EXECUTION COMPLETED

Team Work |Furniture Execution Detailing and execution of 42 furniture items. Designs were detailed, drafted, executed and installed on site. Woods Used: Teak wood, Walnut wood, Burl veneer, Teak veneer, Birch ply, Plywood Metal: Brass, Mild Steel sections, Stainless Steel Sections, Copper Finishes: Duco metal Paint, melamine, sealer, Leather die, Leather, Lacquer

Professional Experience

FURNITURE DESIGN AND EXECUTION COMPLETED

Team Work |Furniture Design and Execution

Materials: Teak wood, Rose wood, Satin wood, Brass Template to finished product

Couch with cane backrest

Bar stools with buttons

Production Images

Dining Chairs

Professional Experience

CONDITION MAPPING FOR RESTORATION, DOON SCHOOL COMPLETED

An in-depth study of the structural issues in the Main building was conducted. Based on the results, a restoration proposal was submitted to prolong the life of the building.

Team Work |Site documentation and supervision

The Ivy was removed from all the facades and

the structure was reinforced using helifix technology, cracks were repaired, foundations were strengthened and plinth protection was done based on the assessment report prepared.

Professional Experience

CONDITION MAPPING OF CHINSURAH, KOLKATA COMPLETED

Team Work |Overlay Mapping and Graphic design

This project involved overlay mapping and graphic design for the historic town of Chinsurah in Kolkata. This project was funded by the Embassy of the kingdom of the Netherlands. The aim of this multi-disciplinary project is to identify and document the shared cultural heritage and develop a digital database for the shared cultural heritage of the erstwhile Dutch colony of Chinsurah in West Bengal, India.

Overlay Mapping of the historic town on Chinsurah through an interactive map dutchinchinsurah.com

Master of Science in Architectural Research and Design

CAPSTONE- THE ‘ANTE-CHAMBER’

Introchamber in a Hindu temple; which leads to the center of worship also called the Garbhagriha.

The capstone research began with my interest in ‘the role of built environment on mental health’.

The Ante-chamber expands the experience of an airlock space to create an experimental transition space to reduce stress attached to a hospital among patents and visitors.

The intent is to design a space for relaxation and introspection for people in need to de-stress. The project explores the relation between transition spaces and stress.

The Ante-chamber, takes the need for a reflection room to an open semi-public space. It can be located in any institutional building, but a hospital was chosen because it is a site of action.

An initiative to relieve the stresses attached to a hospital and day to day activities.

Numerous studies show how stress affects our thoughts and daily lives. One of its major conclusion was to “Engage the senses”. The Antechamber; an experimental transition space to de-stress in an institutional environment.

Master of Science in Architectural Research and Design

Threshold spaces are transitional spaces that form a spatial preface to functional space.

CHECK-IN COUNTER INSIDE THE HOSPITAL

WHEELCHAIR DROP OFF/PICK-UP

Screen partitions

Space to sit/ interact

Bench near a water fountain to mimic nature

Mirrors on the walls

Extending the existing airlock space at CS Mott Childrenâ&#x20AC;&#x2122;s Hospital in Ann Arbor to reduce stress and anxiety.

Foam wall and inbuilt furniture

CHECK-IN COUNTER INSIDE THE HOSPITAL

WHEELCHAIR DROP OFF/PICK-UP

BIOPHILLIC CHAMBER

REFLECTION CHAMBER

ANECHOIC CHAMBER

TRANSITION CHAMBER

Screen partitions

Space to sit/ interact

Screen partitions

Foam wall and inbuilt furniture

Bench near a water fountain to mimic nature

Mirrors on the walls

THRESHOLD SPACE Entering and leaving a space are key moments in experiencing spaces.

BIOPHILLIC CHAMBER

REFLECTION CHAMBER

ANECHOIC CHAMBER

TRANSITION CHAMBER

WHEELCHAIR DROP OFF/PICK-UP

ANTE-CHAMBER

INTRO-CHAMBER

DEFAULT SPACE

ANTE-CHAMBER

DEFAULT SPACE

INTRO-CHAMBER

THRESHOLD SPACE Entering and leaving a space are key moments in experiencing spaces.

Threshold spaces are transitional spaces that form a spatial preface to functional space.

Masterâ&#x20AC;&#x2122;s of Science in Architectural Research and Design

UABB BIENNALE IN SHENZHEN The UABB Biennaleâ&#x20AC;&#x2122;17 was hosted in Shenzhen, China in December. The Design and Health cohort got the opportunity to work on the remodeling of House 17 as our studio project with Prof. Robert Adams. The house was an abandoned 1 bedroom in the urban village of Nantou, which was cleaned and refurbished. It was made universally accessible with the addition of a ramp. My role involved working on the arduino assembly of the Chinese lanterns that were used as place markers in the village, to point to the remodelled House 17.

The lanterns were installed with motion enabled sound and light feature that allowed for differently abled to find their way to the House 17.

Masterâ&#x20AC;&#x2122;s of Science in Architectural Research and Design

GND 30v

Audio Out 24v in

24v 5v 3.3v IR receiver

3/13/2018

Teensy

5v Reg

0.1 uf

PIR LED Solder

4.6k

IMG_5736.HEIC

10k MOSFET IR

https://drive.google.com/drive/folders/1OQE6eQeLCR-Tkt4DWbHQxRQT18MJERwZ

30v in

1/1

10k

PIR LED

Master of Science in Architectural Research and Design

ATMOSPHERICS: ARDUINO ASSEMBLY

The final project involved using the learnings from the experiments and using arduinos to design an assembly responsive to the atmospheric conditions.

Through the semester we conducted various experiments with paper, wooden veneers and bimetals to test material properties, behavior, performance, and manufacturing techniques.

The project explored the concept of â&#x20AC;&#x2DC;moire patternsâ&#x20AC;&#x2122; to create light and shadow effect in courtyards using photo sensors. These sensors used light intensity to rotate the custom designed gear system to rotate the two surfaces, hence forming patterns while also changing the shading levels.

Master of Science in Architectural Research and Design

THE ‘IGLOO’ : A CAMPER’S DELIGHT Design entry for competition Shelter48. The brief was to design a shelter for a natural disaster.

We designed IGLOO, a foldable tent which allowed people to find refuge on the top of their cars during a blizzard. The design was able to provide immediate shelter to people travelling long distances till help arrived. It can be installed above any regular Sedan and can be seen from a distance.

Bachelor of Architecture

INTENT Fear can bring the best and the worst in a person. A certain brutal act of sexual assault towards a woman in my home town made me question my safety and existence. Just when the thought had overpowered me to the extent of haunting, I decided to address my fears through design. Talking about crimes against women is still a stigma in India, let alone designing a museum and a memorial to celebrate Femininity. This topic addresses the trauma caused to all the victims of assault who live their life in the shadows.

“CELEBRATING FEMININITY” : A MUSEUM AND MEMORIAL FOR WOMEN

The existence of protest grounds in our city was put to question and if public spaces are really for the public or not?

UNDERGRADUATE THESIS 2012-13

‘Buildings are not simply expressive sculptures, they make visible our personal and our collective aspirations as a society. Great architecture can give us hope; great architecture can HEAL’ Michael Murphy

Bachelor of Architecture

URBAN RESPONSE

India Gate as a celebrated monument

The design takes inspirations from the context. The site has been chosen along the hexagon of India Gate, one of the most celebrated monuments in India. It is a public plaza that represents New Delhi and represents freedom. The facade treatment adheres to the the construction laws and design principles for the area.

Figure ground, greens and movement patterns on site show the relationship between the built and the unbuilt. The pedestrian friendly design links to the context creating a public space for the visitors.

DESIGN DIRECTIVES The design is a juxtaposition of the past, present and future and takes you on a journey towards closure.

Site plan

o Residences, o Galleries and Auditorium, o Administration, o Learning centre, o Museum of permanent exhibits

It is the architecture that is â&#x20AC;&#x2DC;built to healâ&#x20AC;&#x2122;. Victims, family, friends and visitors can visit this monument of contemplation to grieve, because acceptance leads to eventual forgiveness.

Bachelor of Architecture

AREA PROGRAMMING The design comprises of three components; Museum which represents the past; Memorial represents the present and the Learning Centre is representative of the future. Horizontal Sundial at Jantar Mantar, Delhi. The Design of the galleries takes inspiration from museums like Virasat-e -Khalsa. Art can be expressed in multiple forms. The need to give it the correct stage was addressed by design of flexible and dynamic exhibition spaces.

THE MUSEUM houses different kinds of galleries which provide flexibility to artists; THE MEMORIAL takes inspiration from a horizontal sundial which acts as the marker of time; THE LEARNING CENTRE contributes to instil the sense of empowerment and confidence in women by training them to become self reliant and fight against their own fears.

The space undergoes many changes due to light and shadow cast by the sundial and the surface adjoining it, symbolic of change.

The design represents a motherâ&#x20AC;&#x2122;s womb, the most celebrated aspect of femininity. The sundial, becoming redundant after the sunlight hours reminds us of the unwanted presence of women in the public spaces hence, making them vulnerable to crimes.

[Left and Above] Meditation spaces in Matri Mandir In Auroville

Feminine spaces were created by playing with the design form and incorporating elements like water into the harsh geometry, encompassing a complex yet warming experience. Tree arcades add to the line of sight and draw focus towards elements of importance

Inspired from the context and the dynamic nature of women, water bodies tie the design together, contributing towards the final outcome. There are freestanding concrete walls for expression and peaceful protests, with the India Gate in the background.

Bachelor of Architecture

TRANSIT ORIENTED DEVELOPMENT Began with the study of transit patterns in the City of New York. The expanse of the Subway, Rapid Transit, buses, taxis, pedestrian routes and the ease of accessibility increases the usage of Public Transport for commute. The Subway connects all the boroughs and stops are located at major locations usually within walkable distances. The network is vast and connects the city which eases daily commute to work hence lowering the pressure on the roads. The bus routes are elaborate and timed. Bicycle and pedestrian tracks are well defined. Taxis are readily available at all times. Pedestrian crossings are at the junctions which allows for law and order.

RE-DENSIFICATION ALONG THE TRANSIT CORRIDOR OF PUSA ROAD, DELHI URBAN DESIGN 2012-13 Team Work

Studying the city of New York gave an insight into working models which can be applied to regularize the traffic situations in Indian cities.

Bachelor of Architecture Existing plans of site

DESIGN PROBLEM

LEGEND BUS STAND DIRECTION OF TRAFFIC METRO STATION

PRAGATI TOWERS

ROAD NETWORK

RAJENDRA PLACE DISTRICT CENTRE

We mapped the existing land-use and typology, connections, built mass, greens etc. to solve the traffic congestion in the area.

B. L. KAPOOR HOSPITAL

Road network

Redensification of Metro Corridor

1:1000

Figure Ground

Redensification of Metro Corridor

Study B.4 Site FIGURE GROUND 1:1000

RAJENDRA PLACE DISTRICT CENTRE

B. L. KAPOOR HOSPITAL

RAJE

NDRA

PLACE

CONTEXT

PRAGATI TOWERS

MET RO

STAT ION

LEGEND G- G+1 height G+2 height G+3 height G+6 height G+9 height G+16 height

Study B.6 Site GREEN COVER 1:1000

Green cover

URBAN DESIGN

RAJENDRA PLACE

Redensification of Metro Corridor

GROUP-B , Vth YEAR Site Study B.5 SCHOOL OF PLANNING AND ARCHITECTURE DENSITY 1:1000 BUILDING

Building height density

Redensification of Metro Corridor

Strengths - Metro acts as the node for development and major pedestrian circulation.

- Lake acts as a major lung space to the site,whic presently is abandoned and consists of large green and could act as the USP of the site. - District centre is one of the major Business Center on site.

The metro station exits are along the road with improper pedestrian connection. One side of the road has the Central Opportunities District Centre which attracts a lot of people and the other side, is the existing plotted development of Rajendra Nagar, Delhi. F

-Good connectivity by public modes of transport to and within the site.

â&#x20AC;&#x2DC;Pusa Roadâ&#x20AC;&#x2122; is one of the oldest roads in Delhi and with the advent of MRTS and the Master Plan of 2021, growth along the fringe has increased manifolds.

- The site is not universally accessible. - Pedestrian paths are well segregated in some parts but accessibility is poor.

- Four lane roads run across the site and feed major vehicular traffic movement. - At peak hours, 1500-2000 cars are

- Blue line of the DMRC operates along this path.

-Five bus stops are present within the site.

- Rajendra Place station is right in the middle of the site.

-DTC buses operating on 15 different routes feed Rajendra Place

Study B.2 Site ROAD NETWORK

present in on the district and - Cremation ground sitecentreoffers a large green space which can be 5000-6000 cars are present at the - Waiting time is very less, we can overall site. board the metro every four minutes. used effectively.

- At peak hours, ~15000 people are present in the precinct.

- Maximum movement during lunch and evening hours.

- Maximum movement is during office hours.

- Four DMRC feeder buses operate at the rajendra place station.

-Public plazas are being used as parking interaction space.

and plazas are converted into parking lots.

- Lake can be converted into a local tourist spot also a reason to - Legally authorized parking is - No drop off for feeder vehicles insufficient for the site, thus roads coming to metro. encourage movement from the other side of the site.

- Influx and efflux is maximum during morning and evening.

- Lack of pedestrian connectivity between metro station and rest of

- Slope on the- site can be used the tosite.create natural watershed areas. The main taxi stand is located

-Limited accessibility to parks and green spaces and those present are not uniformly distributed over the site.

1Km. away from the site.

- Plotted development of Old Rajendra Nagar can be converted housing, hence more green space can be achieved. -There is lack into of publicGroup amenities, i.e., toilets, benches, drinking water.

-The built form is such that it creates claustrophobic spaces along the road, thus resulting in narrow footpaths and insecure environment.

Source

Destination

ISBT

Inder Puri JJ Cly

25.0 Kms

Anand Vihar Bus Terminal

Punjabi Bagh Terminal

29.2 Kms

310

Inder Puri

Jheel

Distance

21 Kms

522

Rajinder Nagar R-Blk

Ambedkar Nagar Terminal

20.5 Kms

Terminal

Terminal Uttam Nagar

Peak Frequency 15 Minutes

BUS STOP

Rajinder Nagar R-Blk

Threats 6 Minutes 14 Minutes

Telephone Exchange (Pusa Road) Rajinder Nagar R-Blk Telephone Exchange (Pusa Road) Rajinder Nagar R-Blk

5 Minutes

WEAKNESSES Lack of Pedestrian connections, Uneven Distribution of Land-use, Dark and dingy areas, lack of drop-offs/waiting areas, Inadequate parking facilities

Telephone Exchange (Pusa 10 site, a small rise - Radha Swami Satsang Beas located in Puri the heart of 721 ISBT Mangla 26 Kms Road) Minutes Rajinder Nagar R-Blk complex eating up maor land and cause of major traffic congestions 11 725 Mehrauli Inder Puri JJ Cly 24 Kms Rajinder Nagar R-Blk Minutes during operational periods of time. Mori Gate Uttam Nagar 10 Telephone Exchange (Pusa 753

29.5 Kms

Minutes 20

Road) Shankar Road

863

ISBT

Hastsal JJ Cly

Anand Vihar

Raghubir Nagar

Shivaji Stadium Kendriya Terminal Shivaji Stadium

Kanjhawala Village Paschim Vihar Bg5

30 Kms

Masjid 26.6 Kms Terminal - Dilapidated structure of838theJama district centre; dark Minutes and dingy spaces Karol Bagh Uttam Nagar 20 Rajinder Nagar R-Blk 853 23.4 Kms Terminal Terminal unfit for movement andMinutes reason for crime. 40 Rajinder Nagar R-Blk Minutes 10 Minutes 10 Minutes 20 Minutes 15 Minutes

Telephone Exchange (Pusa Road) Telephone Exchange (Pusa Road) Telephone Exchange (Pusa Road)

20 Minutes

Telephone Exchange (Pusa Road)

Telephone Exchange (Pusa

33.5 Kms Terminal N-Blk and unauthorisedRoad) - Lack of infrastructure870forBuspedestrian parking. 871

962 965

Unauthorixed parking is mainly in front of residences and offices on the major roads

990

Shivaji Stadium

Vikas Puri H-Blk

Rithala Village

21 Kms

30 Kms

22.0 Kms 22.5 Kms

OPPORTUNITY Lake and greens around it, Plot housing, Natural Slope on site THREATS RSSB, a local spiritual group leads to traffic congestion, owns prime land and cannot be relocated; Dilapidated structures in the Business District centre

Bus Route

- Prasad Nagar lake that is located at the edge has potential to provide with stunning views and many recreational activities. Integrating it in the urban planning process should be considered.

- Lack of local shopping complex and Major lack of spaces for recreation in the site.

Site plan

- Most of the paved area has been encroached as surface parking by the stake holders.

- Lack of parking spaces and points for drop-offs along PUSA road adding to congestion.

- There is a need for urban renewal at pedestrian scale; this can be achieved by integrating existing urbanscape with new commercial and recreational spaces.

- Uneven distribution of Land-use.

- Lack of pedestrian connect from Metro and extensive vehicular access to the business district..

STRENGTHS Weaknesses Good intra connectivity, Transit oriented development, access to Lake, Business District centre

RAJEN

DRA PLACE

O STATI METR

Bachelor of Architecture

LEGEND G- G+1 height G+2 height G+3 height G+6 height G+9 height G+16 height

Green cover

Site Study B.6 GREEN COVER 1:1000

URBAN DESIGN

RAJENDRA PLACE

GROUP-B , Vth YEAR Site Study B.5 BUILDING DENSITY 1:1000

Redensification of Metro Corridor

Building height density

Public plaza for offices SCHOOL OF PLANNING AND ARCHITECTURE

Redensification of Metro Corridor

Strengths

The existing housing condition in this area, was single plotted which meant only Ground+3 storeys existed. The Weaknesses district centre was in a dilapidated condition and unable to cater to the current footfall. According to the Delhi master plan for 2021, the FAR and the builtup were increased to 150%.

PROPOSAL

-Good connectivity by public modes of transport to and within the site.

- District centre is one of the major Business Center on site.

- The site is not universally accessible.

- Four lane roads run across the site and feed major vehicular traffic movement.

- Blue line of the DMRC operates along this path.

-Five bus stops are present within the site.

- Rajendra Place station is right in the middle of the site.

-DTC buses operating on 15 different routes feed Rajendra Place

- Maximum movement during lunch and evening hours.

- Maximum movement is during office hours.

- Four DMRC feeder buses operate at the rajendra place station.

- Influx and efflux is maximum during morning and evening.

- Legally authorized parking is insufficient for the site, thus roads and plazas are converted into parking lots.

- No drop off for feeder vehicles coming to metro.

- At peak hours, ~15000 people are present in the precinct.

-Public plazas are being used as parking interaction space.

- Lake can be converted into a local tourist spot also a reason to Organized retail for encourage movement from hawkers the other side of the site. - Lack of pedestrian connectivity between metro station and rest of the site.

- Slope on the- site can be used to create natural watershed areas. The main taxi stand is located

-Limited accessibility to parks and green spaces and those present are not uniformly distributed over the site.

1Km. away from the site.

- Plotted development of Old Rajendra Nagar can be converted into Group housing, hence more green space can be achieved.

-There is lack of public amenities, i.e., toilets, benches, drinking water. -The built form is such that it creates claustrophobic spaces along the road, thus resulting in narrow footpaths and insecure environment.

- There is a need for urban renewal at pedestrian scale; this can be achieved by integrating existing urbanscape with new commercial and recreational spaces.

- Lack of pedestrian connect from Metro and extensive vehicular access to the business district..

- Most of the paved area has been encroached as surface parking by the stake holders.

- Prasad Nagar lake that is located at the edge has potential to provide with stunning views and many recreational activities. Integrating it in the urban planning process should be considered.

Distance

Inder Puri JJ Cly

25.0 Kms

Punjabi Bagh Terminal

29.2 Kms

Inder Puri

Jheel

21 Kms

522

Rajinder Nagar R-Blk

Ambedkar Nagar Terminal

20.5 Kms

Peak Frequency 15 Minutes

BUS STOP Rajinder Nagar R-Blk

Threats 6 Minutes 14 Minutes

5 Minutes

Telephone Exchange (Pusa Road) Rajinder Nagar R-Blk Telephone Exchange (Pusa Road) Rajinder Nagar R-Blk

Destination

ISBT Anand Vihar Bus Terminal

Source

71 85 310

Bus Route

- Lack of local shopping complex and Major lack of spaces for recreation in the site.

- Lack of parking spaces and points for drop-offs along PUSA road adding to congestion.

- Uneven distribution of Land-use.

Hence it was proposed to redesign the chosen area completely, based on the new bye-laws accommodating for all the existing facilities to improvise the standard of living.

Opportunities

- At peak hours, 1500-2000 cars are

- Pedestrian paths are well segregated in some parts but accessibility is poor.

- Lake acts as a major lung space to the site,whic presently is abandoned and consists of large green and could act as the USP of the site.

- Metro acts as the node for development and major pedestrian circulation.

Terminal

Terminal Uttam Nagar

29.5 Kms

Minutes 20

Road) Shankar Road

863

ISBT

Hastsal JJ Cly

Anand Vihar

Raghubir Nagar

Shivaji Stadium Kendriya Terminal Shivaji Stadium

Kanjhawala Village Paschim Vihar Bg5

30 Kms

Telephone Exchange (Pusa

10 Minutes 20 Minutes 15 Minutes

Telephone Exchange (Pusa Road) Telephone Exchange (Pusa Road) Telephone Exchange (Pusa Road)

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Telephone Exchange (Pusa Road)

33.5 Kms Terminal N-Blk and unauthorised Minutes Road) - Lack of infrastructure870forBuspedestrian parking. 871

962 965

Unauthorixed parking is mainly in front of residences and offices on the major roads

990

Vikas Puri H-Blk

Shivaji Stadium

Rithala Village

21 Kms

30 Kms 22.0 Kms 22.5 Kms

Existing v/s Proposed Landuse mapping shows the difference between mixed and planned development

We began with redesigning the land-use pattern based on site surveys conducted. The commercial and official buildings were located along the Road. A pedestrian link has been created from the metro station which connects to the Central green space proposed. The lack of lung spaces and spaces to interact was addressed by creating commercial plazas and interaction spaces. Since the site is divided by the road, a green crossing was proposed which binds the two sides of the site, also binding the pedestrian movement and giving space to the local hawkers for organized retail.

Consolidated greens for rejuvenation

Shaded benches and seating

Pedestrian pathway along the metro

View of the Proposed Business District Centre Surface parking as a tool, also provides lung space for service areas

This lung space comprises of dedicated greens for the housing, bicycle tracks and the existing lake. This green crossing also connects to the commercial plazas and gardens which act as spaces for interaction and rejuvenation. An underground pedestrian crossing has been proposed cutting across the road which doubles as an O.A.T. and allows for faster connection between the two sides of the site.

Site Area 56 Ha Residential 2.3 Ha Mixed use 2.3 Ha Commercial 12.9 Ha Institutional 5.5 Ha Parking+ roads 14.9 Ha Green 6.9 Ha Proposed pedestrian and green belt address the issues previously faced by the occupants and daily visitors

Human Nature interaction provides a sense of relief

Bachelor of Architecture

SITE Delhi metro led to an increase in development along the adjacent plots. The site was located in a busy neighborhood of Delhi where the metro track cuts through the center of the plot cutting it unequally. Proposal was made to design an inclusive housing where the Lower, middle and high income groups can thrive together.

PICCOLO GREENS HOUSING AT KARKARDOOMA, DELHI HOUSING PROJECT 2011-12 Team Work

Bachelor of Architecture

DESIGN SOLUTION Four 25 storey towers were designed with a singly loaded corridor to accommodate the required numbers. The LIG apartments were restricted to Ground+4 with separate circulation followed by MIG and HIG on upper floors. The blocks were linear and follow the 8.1m X 8.1m structural grid. Placing the core outside of the linear form helps in providing support to the building by acting like a sheer wall and protecting against wind loads Microclimate is created in these spaces due to pressure difference which invites breeze This keeps the spaces cooler even during summer.

The orientation of the dwelling changes when we place them around the core in this manner.

But by rotating the units at the same location, we can achieve an optimum orientation

Unit plans; Climatic response to design for Delhi weather; Rotation of blocks to arrive at the final form

Site plan

Greens were maximized and designed based on the hierarchy of age groups. Vehicular access was limited to the periphery of the site going into the basement for parking. Pedestrian tracks, Cycling tracks, universally accessible greens and apartments, commercial space, utility store, sculpture courts, community center and health center were the other amenities provided. The singly loaded corridor, the N-S alignment and the angular arrangement of the apartments maximizes light and ventilation inside the houses. A service floor has been proposed at the 5th floor which caters to the daily needs of the occupants.

Site section

Bachelor of Architecture

HOUSING UNITS IN DETAIL Form and the interior spaces