Pedro José Borges Select Works 2005-2015

select works 2005-2016 Pedro JosĂŠ Borges

MsAUD | Columbia University MArch | Virginia Tech University Accademia di Architettura

WORK SAMPLES borges.pedrojose@gmail.com

Grand Army Plaza, Brooklyn

CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION Urban Designer & City Planner a

CLIENT PUBLIC REALM PROJECT STREET RE-DESIGN FOR PEDESTRIAN & BICYCLE SAFETY AND QUALITY SITE ASTORIA, QUEENS, NEW YORK CITY MEDIUM AUTOCAD MAP 3D, ADOBE CS, GIS

Pedestrians First at Grand Army Plaza Brooklyn’s grandest public space at the top of Prospect Park has always been a work in progress. Grand Army Plaza, an oval-shaped public space composed of monuments ringed by an inner and an outer roadway, was built as the main entrance to the park in 1866, serving as a buffer between nature and city and happened to be the confluence of some of Brooklyn’s busiest avenues. Over the years, a monumental archway was added, fountains came and went, and eventually the roads were widened until the lush plaza was effectively cut off from the surrounding Prospect Heights and Park Slope neighborhoods.

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

1

CITY OF NEW YORK PARKS & RECREATION Associate Urban Designer & Architect

Astoria Pool & Amphitheater

CLIENT PUBLIC REALM PROJECT HISTORIC PRESERVATION & REUSE OF THE LARGEST OF THE 1930'S ROBERT MOSES ERA PUBLIC POOLS SITE ASTORIA, QUEENS, NEW YORK CITY MEDIUM CAD, ADOBE CS, NIKON

The objective is to bring the Dive Pool back into the fold of the original parti. While reinstating the dive program is not feasible, our proposal for an Amphitheater provides a meaningful way to engage the space by bringing performance back into the facilities programmatic structure.

We propose re-purposing the space for use as a live performance venue. A place for concerts, theater and other community oriented events.

At full capacity the scale of this project is 37,377 sf and can seat 2,250 people. This is almost double the size of Central Park’s Delacorte Theater where “Shakespeare in the Park” is performed annually.

76

2,4 A-303.00

77

78

79

80

81

82

83

84

85

86

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2 A-300.00

EXISTING DIVE TOWER & RAIL TO REMAIN. STABILIZE, & REPAIR. SEE A-700S.

1 A-702.00

91

92

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94

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99

MODIFY EXISTING SHADE STRUCTURE. EXISTING SHADE STRUCTURE TO REMAIN.

EXISTING BLEACHERS TO REMAIN.

EXISTING 6' TALL IRON FENCE TO REMAIN. REFURBISH IN PLACE.

REUSE PORTION OF EXISTING POOL RAILING.

BLEACHERS

1 A-502.00

CONSTRUCTION ENTRANCE

6 A-502.00 +19.00

CLL

CLL

CLL

CLL

CLL

CLL

CLL

CLL

CLL

CLL

CLL

CLL

2 A-606.00

EXISTING. MAIN POOL BASIN & TUNNEL TO REMAIN. DO NOT DISTURB.

DIVE POOL

COMPACTED FILL CRUSHED STONE FILL AT EXISTING DIVE POOL BASIN WITH 8" REINFORCED CONCRETE SLAB TOPPED WITH CONCRETE PAVERS.

NORTH / SOUTH SECTION THRU AMPHITHEATER

1 A-300.00 SCALE: 1/8" = 1'-0"

EXISTING DRAIN. EXISTING DIVE TOWER & RAIL TO REMAIN. STABILIZE, & REPAIR. SEE A700 DRAWINGS.

1 A-300.00

2 A-701.00

NEW STEPPED IRON FENCE. NEW 6' IRON FENCE AT NEW MAIN ENTRANCE TO MATCH EXISTING.

EXISTING BEAR CLAW FENCE TO REMAIN.

AREA OF NEW CONCESSION BEYOND. NEW STEEL RAIL AT NEW MAIN ENTRANCE. EXIT SIGN

2 A-502.00

1 A-502.00

BLEACHERS

EXISTING 6' TALL IRON FENCE TO REMAIN. REFURBISH IN PLACE.

NEW WING WALL AT NEW MAIN ENTRANCE.

EXIT SIGN

6 A-502.00

BLEACHERS

+19.00

EXISTING EARTH BELOW EXISTING BLEACHERS TO REMAIN.

EXISTING BLEACHERS TO REMAIN.

+19.00

STORAGE

EXISTING STORAGE AREA BELOW. EXISTING BLEACHERS TO REMAIN.

DIVE POOL

3 A-304.00

2 A-304.00

CRUSHED STONE FILL AT EXISTING DIVE POOL. BASIN WITH 10" REINFORCED CONCRETE SLAB TOPPED WITH CONCRETE PAVERS.

EAST / WEST SECTION THRU AMPHITHEATER

2 A-300.00 SCALE: 1/8" = 1'-0"

2 A-302.00

EXISTING 6' DRAIN.

1 A-300.00

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63

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℄

67

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69

70 71 72

73 74 75

76 77 78 79

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85

CITY OF NEW YORK PARKS & RECREATION

2 A-300.00

86 10'-9"

87 10'-9"

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89 10'-9"

90 10'-8"

NYC Parks

91 10'-8"

OLMSTED CENTER FLUSHING MEADOWS CORONA PARK FLUSHING, NEW YORK 11368

92 10'-8"

93

PROJECT TITLE

10'-8"

94

RECONSTRUCTION OF THE DIVING POOL FOR USE AS AN AMPHITHEATER AND MISCELLANEOUS SITEWORK AT THE BATHHOUSE LOCATED ON 19TH STREET, BETWEEN 23RD ST AND 23RD DRIVE, IN ASTORIA PARK, BOROUGH OF QUEENS

10'-8"

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com SECTIONS THROUGH AMPHITHEATER

95 10'-8"

96

DRAWING TITLE

0

4'

8'

16'

DESIGNED BY

DRAWN BY

CHECKED BY

JOY GUTIERREZ, RA

PEDRO BORGES

PAUL SCHUBERT

B-SCAN

SCALE

CONTRACT NO.

DRAWING NO.

2

North Facade

BAM ARCHITECTURE STUDIO/ KING OF PRUSSIA, RADNOR PARK MASTER PLANNING, SPACE PLANNING, BUILD TO SUIT

Radnor Park on the Mainline

08.02.2013

Site Plan

Site Plan

RESIDENTIAL BUILDING

5 STORIES 350 UNITS

RS

HT

OB

OFFICE BUILDING

8 STORIES 150,000 RSF

HOTEL WITH BANQUET FACILITIES

RESIDENTIAL BUILDING

5 STORIES 350 UNITS

RS

OB

OFFICE BUILDING

OB

HT

OFFICE BUILDING

11 STORIES 500,000 RSF

HOTEL WITH BANQUET FACILITIES

11 STORIES

8 STORIES 350,000 RSF

BUILDING ENTRANCE

BUILDING ENTRANCE PARKING ENTRANCE

Radnor Park on the Mainline

175’-0” SETBACK

100’-0” SETBACK

PROPERTY LINE

PARKING ENTRANCE

08.02.2013

175’-0” SETBACK

100’-0” SETBACK

PROPERTY LINE

Radnor Park on the Mainline

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

07.26.2013

4

BAM ARCHITECTURE STUDIO/ KING OF PRUSSIA, RADNOR PARK MASTER PLANNING, SPACE PLANNING, BUILD TO SUIT

RADNOR PARKKOP

CLIENT BIOMED REALTY TRUST PROJECT RESEARCH COMMUNITY CAMPUS FOR VARIOUS SCIENCE DISCIPLINES SITE KING OF PRUSSIA, PENNSYLVANIA [RADNOR PARK] MEDIUM CAD, RHINO, SKETCHUP, ADOBE CS

Interior Looking at Conference Room

Radnor Park on the Mainline

08.02.2013

Interior Looking at Stair

Radnor Park on the Mainline

08.02.2013

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

5

Lake Nona, Florida

BAM ARCHITECTURE STUDIO/ LAKE NONA, FLORIDA MASTER PLANNING, SPACE PLANNING, BUILD TO SUIT

CLIENT BIOMED REALTY TRUST PROJECT RESEARCH COMMUNITY CAMPUS FOR VARIOUS SCIENCE DISCIPLINES SITE LAKE NONA, FLORIDA MEDIUM CAD, BIM, RHINO, SKETCHUP, ADOBE CS

LAKE N PHASE 1 SITE PLAN

.

LVD

AB

L CA DI ME

ON

EN

LAK

T CI D. LV YB

BLDG 1

THREE-STORIES THREE STORIESS

ROAD SANGER

LAKE 08.12.20132 SITE PLAN - FOUR BUILDING SCHEME PHASE

.

LVD

AB

CA DI ME

ON

EN

LAK

BLDG 3

Y IT

LC

TTHREE-STORIES HR H R

.

VD BL

PARKING GARAGE

BLDG 2 VIEW

BLDG 4

THREE-STORIES REE-STORIES RIES RI ESS

THREE-STORIES

BLDG 1

THREE-STORIES ES

RO SANGER

LAKE NONA

AD

SITE PLAN

08.12.2013

NORTH

SITE AERIAL

BAM BAM Architecture Studio

11

Second Floor T: 646.522.5550 415 West Broadway F: 646.349.5556 www.bam-studio.com New York, NY 10012

A-557

Snow Building, T: 919.890.3880 F: 646.349.5556 Suite 208 331 West Main St. www.bam-studio.com Durham, NC 27701

Lake Nona Innovation Center Parcel ID Number: 26-24-30-0000-00-014 Orlando, Florida 32827

Project No. 12-104-001

Civil Engineer WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 T: 407.839.4300 Orlando, FL 32801 F: 407.839.1621

Structural Engineer Thornton Tomasetti 101 NE Third Avenue, Suite 1170 Fort Lauderdale, FL T: 954.903.9300 F: 954.903.9301

10 A-557

M-E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

2'-858"

721"

11'-121"

10"

9'-121"

MEP Engineer

21 A-557

Registered Architect: Brian K. Spence License: AR96404

copyright date: 12.01.2013 No. Date

Description

01 12.20.2013

FOR PERMIT

1'-1121"

REVISIONS No. Date

Description

01 03.14.2014 02 06.04.2014

PERMIT REVISIONS PERMIT REVISIONS

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

NORTH seal

1'-8"

1

2

3

4

4

5 5

H

5

4

11' - 0"

6' - 1"

Lake Nona Innovation Center

1'-8"

9

10

4

5 6

5

A-562.00

A-562.00 7' - 0"

11' - 0"

6' - 1"

12 TREADS AT 11"

11' - 0"

6' - 1"

7' - 0"

7' - 1"

12 TREADS AT 11"

12 TREADS AT 11"

23

3

2

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7

1 UP

4

B.6

1' - 10"

A-562.00

3' - 0"

1' - 10"

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11

10

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1 UP

B.6

1' - 10"

5' - 2"

11' - 0"

5' - 2"

13

1' - 0"

7' - 11"

11' - 0"

15

16

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18

19

20

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24

25

10

9

8

7

6

5

4

3

2

1

UP

26

DN

7 A-562.00

13

12

4 A-562.00

1' - 10"

1' - 0"

13

BAM Architecture Studio

1' - 10"

12

14

15

16

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23

11

10

9

8

7

6

5

4

3

2

T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012

DN

24

Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

1' - 0"

11' - 0"

5' - 2"

12 TREADS AT 11"

12 TREADS AT 11"

3' - 0"

1' - 10"

14

11

4' - 1"

22

4

CLEAR WIDTH STRINGERS

21

5

5' - 3"

12

4' - 1"

20

6

A-562.00

13

1' - 0"

CLEAR WIDTH STRINGERS

19

7

4' - 1"

18

8

1' - 10"

4

CLEAR WIDTH STRINGERS

17

9

4' - 1"

16

CLEAR WIDTH STRINGERS

15

10

4' - 1"

14

11

CLEAR WIDTH STRINGERS

4' - 1"

CLEAR WIDTH STRINGERS

4' - 1"

CLEAR WIDTH STRINGERS

3' - 0"

7 A-562.00

A-562.00

5' - 1"

7' - 11"

12 TREADS AT 11"

11' - 0"

16

12 TREADS AT 11"

A-556.00

Lake Nona Innovation Center

G

Parcel ID Number: 26-24-30-0000-00-014 Orlando, Florida 32827

4

1

Project No. 12-104-001

4'-321"

8

A-562.00

A-562.00

12 TREADS AT 11"

Second Floor T: 646.522.5550 415 West Broadway F: 646.349.5556 www.bam-studio.com New York, NY 10012 T: 919.890.3880 Snow Building, F: 646.349.5556 Suite 208 331 West Main St. www.bam-studio.com Durham, NC 27701

PERSPECTIVE: EAST APPROACH

7

6

5

A-562.00

11' - 0"

6' - 1"

6

5

6

A-562.00

BAM Architecture Studio

4' - 1"

BAM

LAKE NONA

1'-0"

Bird's Eye View

SOUTH ENTRY PLAN TYPICAL DETAIL 3"=1'-0"

CLEAR WIDTH STRINGERS

1 A-556

Stair C Callout - 1st Floor 1/4" = 1'-0"

Stair C Callout - 2nd Floor 1/4" = 1'-0"

2

5

Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

Stair C Callout - 3rd Floor 1/4" = 1'-0"

3

Stair C Callout - Penthouse 1/4" = 1'-0"

8

Project No. 12‐104‐001

Civil Engineer

Civil Engineer

WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 T: 407.839.4300 Orlando, FL 32801 F: 407.839.1621

WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

Structural Engineer 1 2" (TYP.)

Thornton Tomasetti 101 NE Third Avenue, Suite 1170 Fort Lauderdale, FL T: 954.903.9300 F: 954.903.9301

Structural Engineer

F

Thornton Tomasetti

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301

MEP Engineer

MEP Engineer

M-E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

841"

VIEW

M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

1'-1181"

4

B.6

5 4

E

B.6

5

PARAPET - 0" PENTHOUSE 60' ROOF 59' - 0"

TOP OF SCREEN 55' - 0"

ROOF TOP OF SCRN SCREEN CAP 55' - 0"

PENTHOUSE ROOF 59' - 0"

PENTHOUSE ROOF 59' - 0"

3"

721"

PENTHOUSE

PENTHOUSE ROOF 59' - 0"

10"

2"

HANDRAIL. MESH GUARDRAILS. TYP. MESH NOT SHOWN FOR CLARITY

7' - 6"

3RD FLOOR 30' - 0"

2ND FLOOR 15' - 0"

2ND 2ND FLOOR T.O. STEEL 2 15' - 0" 14' - 4 1/2"

2ND FLOOR 15' - 0"

2ND FLOOR 15' - 0"

13 RISERS AT 6 59/64"

ROOF 45' - 0"

3RD FLOOR 30' - 0"

13 RISERS AT 6 59/64"

7' - 6" 7' - 6"

3"

ROOF 45' - 0"

3RD FLOOR T.O. STEEL 3 30' - 0" 29' - 4 1/2"

13 RISERS AT 6 59/64"

8"

PENTHOUSE ROOF T.O. STEEL 4 45' - 0" 44' - 4 1/2"

7' - 6"

Description

01 12.20.2013 02 09.11.2014 03 09.19.2014

FOR PERMIT ADDENDUM 1 ADDENDUM 2

7' - 6"

B

REVISIONS No. Date

Description

01 03.14.2014 02 06.04.2014

PERMIT REVISIONS PERMIT REVISIONS 7' - 6"

1"

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

238"

seal 1ST FLOOR 0' - 0" T.O.FOOTING -1' - 0"

1ST FLOOR 0' - 0"

1ST FLOOR 0' - 0"

STAIR C DETAILS A

4

1'-358"

1'-1181"

Stair C Section 1 1/4" = 1'-0"

Stair C Section 2 1/4" = 1'-0"

7

Stair C Section 3 1/4" = 1'-0"

5

Stair C Section 4 1/4" = 1'-0"

6

721"

A‐562.00

1'-1181"

3 A-551

2

SECTION DETAIL 3"=1'-0"

A-551

1

SECTION DETAIL 3"=1'-0"

A-551

SECTION DETAIL

1

2

3

4

5

6

7

8

9

1

2

1

1.5

3

2

4

3

22' - 0"

4

22' - 0"

5

5

22' - 0"

7

22' - 0"

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8

22' - 0"

8

9

22' - 0"

10

22' - 0"

9

11

22' - 0"

12

22' - 0"

13.8 14

22' - 0"

14.1 Sim

22' - 0"

2 A-400.00

BAM Architecture Studio

BAM Architecture Studio

1'-0"

Second Floor T: 646.522.5550 415 West Broadway F: 646.349.5556 www.bam-studio.com New York, NY 10012

D SLOPE 1/4": 12

SLOP E 1/4":

Snow Building, T: 919.890.3880 F: 646.349.5556 Suite 208 331 West Main St. www.bam-studio.com Durham, NC 27701

T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012

SLOPE 1/4": 12

OVERFLOW DRAIN; SEE PLUMBING SHEETS OVERFLOW DRAIN; SEE PLUMBING SHEETS

3

Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

3

3

SLOPE 1/4": 12

SLOPE 1/4": 12

SLOPE 1/4": 12

SLOPE 1/4": 12

SLOPE 1/4": 12

SLOPE 1/4": 12

SLOPE 1/4": 12 OVERFLOW DRAIN; SEE PLUMBING SHEETS

12 1/4":

Parcel ID Number: 26-24-30-0000-00-014 Orlando, Florida 32827

Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

4

SLO PE

SLOPE 1/4": 12

C

Civil Engineer

Lake Nona Innovation Center

OVERFLOW DRAIN; SEE PLUMBING SHEETS

G

Project No. 12-104-001

SLOPE 1/4": 12

SLOPE 1/4": 12

53

Project No. 12‐104‐001

61

B.9

Civil Engineer

WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 T: 407.839.4300 Orlando, FL 32801 F: 407.839.1621

8 A-562.00

Thornton Tomasetti 101 NE Third Avenue, Suite 1170 Fort Lauderdale, FL T: 954.903.9300 F: 954.903.9301

B.8

ELEC

Structural Engineer

4 A-561.00

Thornton Tomasetti

B.2

1

54

1

1

60

36' - 0"

3

SLOPE 1/4": 12

SLOPE 1/4": 12

SLO PE

DUNNAGE POST; TYP.

SLO

OVERFLOW DRAIN; SEE PLUMBING SHEETS

1/4":

PE

PE

1/4":

12

12

1/4" SLOPE

4 A-501.00

1 A-571.00

D

4 1

5

6

NOTE: ALL EXPOSED COLUMNS TO RECEIVE 2-HOUR SPRAY-ON FIREPROOFING PER UL DETAIL X701. ALL EXPOSED BEAMS AND SLABS TO FOLLOW UL DETAIL D902 (SEE A-006.00). ALL THROUGH PENETRATIONS TO FOLLOW W-L-1001 ON A-009.00. SLAB (SPANDREL CONNECTIONS TO FOLLOW UL DETAIL CW-5-2001 ON A-009.00)

7

KEYED NOTES

PENTHOUSE PARTITION PLAN 1/8" = 1'-0"

C

01

4" METAL DOWNSPOUT - SEE SPECIFICATIONS

02

4" METAL GUTTER - SEE SPECIFICATIONS

03

48

B.9

SECTION AT SECOND FLOOR

ROOF DRAIN W/ OVERFLOW DRAIN - SEE PLUMBING DRAWINGS TPO ROOF WALKWAY PADS WITH TEXTURED SURFACE - SEE SPECIFICATIONS

04

D1

1'-1181" 4 A-554

SLO

1/4":

12

: 12

12

Sim 4 A-501.00

1'-1181"

NORTH

MEP Engineer

SLOPE 1/4": 12

SLOPE 1/4": 12

OVERFLOW DRAIN; SEE PLUMBING SHEETS OVERFLOW DRAIN; SEE PLUMBING SHEETS

1/4":

12

1

3

SLOPE 1/4": 12

SLOPE 1/4": 12

OVERFLOW DRAIN; SEE PLUMBING SHEETS

PE

1/4":

12

12

4

: 12 OVERFLOW DRAIN; SEE PLUMBING SHEETS

SLO PE

1/4":

3

3

SLOPE 1/4": 12

SLOPE 1/4": 12

OVERFLOW DRAIN; SEE PLUMBING SHEETS

SLO PE

SLOP E 1/4":

12

1

SLOP E 1/4":

12

12

2

1

SLOP E 1/4":

12

12

SLOP E 1/4":

E 1/4"

SLOP E 1/4":

1

3

SLOPE 1/4" : 12

SLOPE 1/4": 12

SLOPE 1/4": 12

SLO

A

1'-181"

10"

3

3

SLOPE 1/4": 12

OVERFLOW DRAIN; SEE PLUMBING SHEETS

721"

2'-0"

M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

52

SLOP

SPLASH BLOCK TYPICAL AT GUTTERS

1

SLOPE 1/4": 12

E

4'-8" 1'-421"

SECTION DETAIL 3"=1'-0"

D3

1

D3

SLOP E 1/4":

B A.9

521"

2

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301

D4

M-E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

A-554

D3

36' - 0"

2 A-204.00

F

MEP Engineer

VIEW

WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

D3 D3

402

Structural Engineer

10"

SLOPE 1/4": 12 12

3

36' - 0"

Lake Nona Innovation Center

PERSPECTIVE: SOUTHWEST APPROACH

SITE PLAN

10

13

22' - 0"

Sim 1 A-571.00

4 A-501.00

LAKE NONA

6

6

22' - 0"

H Sim

08.12.2013

10

3"=1'-0"

BAM

Street View of Side Entrance

FOR BID

REVISIONS No. Date Description

NORTH

1ST FLOOR 0' - 0"

seal 5 8"

8"

copyright date: 01.01.2013 No. Date Description 01 08.06.2014

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

STAINLESS STEEL CAP AT STRINGER; SEE FINISH LEGEND

NORTH

1'-0"

Registered Architect: Brian K. Spence License: AR96404

TYP.

3 A-564.00

copyright date: 12.01.2013 No. Date

13 RISERS AT 6 59/64"

1'-0"

ROOF 45' - 0"

3RD FLOOR 30' - 0"

13 RISERS AT 6 59/64"

10" TYP

13 RISERS AT 6 59/64"

NORTH

HANDRAIL.

HANDRAIL.

C

SITE PLAN

TOP OF SCREEN 55' - 0" HANDRAIL. MESH GUARDRAILS. TYP. MESH NOT SHOWN FOR CLARITY

D

Registered Architect: Brian K. Spence License: AR96404

1'-1181"

08.12.2013

TOP OF SCREEN 55' - 0"

MESH GUARDRAILS. TYP. MESH NOT SHOWN FOR CLARITY

45

3"=1'-0"

05

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06

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07

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D1 C

ELEC

D1

D3

1'-0"

Registered Architect: Brian K. Spence License: AR96404

402

D1 49

Registered Architect: Brian K. Spence License: AR96404

D1

copyright date: 01.01.2013 No. Date Description

D1

01 08.06.2014

D3

copyright date: 12.01.2013 No. Date

11"

FOR PERMIT ADDENDUM 1 ADDENDUM 2 ADDENDUM 3

B.2

1'-8"

Description

01 03.14.2014 02 06.04.2014

D3

PERMIT REVISIONS PERMIT REVISIONS

D3

47

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

D3

B

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

REVISIONS No. Date Description

D1

B D3

REVISIONS No. Date

FOR BID

D3

Description

01 12.20.2013 02 09.11.2014 03 09.19.2014 04 09.22.2014

2'-8"

1'-9"

NORTH

46 D3

D3

seal

A.9

NORTH seal

381"

PENTHOUSE PARTITION PLAN A

PENTHOUSE DETAILED PARTITION PLAN 1/4" = 1'-0"

2

A‐204.00

4'-8"

1181"

1'-0" 1'-1181" 3 A-554

1

1

SECTION AT PENTHOUSE ROOF 3"=1'-0"

A-554

1

2

3

2

3

4

5

6

7

8

9

10

1

2

5 5

4

6

A-562.00

5

4

11' - 0"

6' - 1"

6

5

A-562.00

A-562.00

11' - 0"

6' - 1"

11' - 0"

6' - 1"

7' - 0"

26

7

5' - 2"

4 A-562.00

13

3' - 0"

1' - 10"

12

14

15

16

17

18

19

20

21

22

23

11

10

9

8

7

6

5

4

3

2

24

25

26

5' - 2"

11' - 0"

1 UP

B.6

1' - 10"

1' - 0"

11' - 0"

4' - 1"

B.6

1' - 10"

7' - 11"

5' - 2"

12 TREADS AT 11"

12 TREADS AT 11"

15

16

17

18

19

20

21

22

23

24

25

10

9

8

7

6

5

4

3

2

1

UP

26

DN

7 A-562.00

13

12

4 A-562.00

1' - 10"

1' - 0"

13

14

15

16

17

18

19

20

21

22

23

11

10

9

8

7

6

5

4

3

2

5' - 1"

7' - 11"

11' - 0" 12 TREADS AT 11"

4 Stair C Callout - 1st Floor 1/4" = 1'-0"

2

Stair C Callout - 2nd Floor 1/4" = 1'-0"

3

4

4

24

10

11' - 0"

16

12 TREADS AT 11"

A-556.00

5

Lake Nona Innovation Center

8

9

11

12 Sim

10

13

13.8 14

14.1

Sim

3 A-555.00

4 A-555.00

BAM Architecture Studio T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012 Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

G‐3

Lake Nona Innovation Center

Sim

C1

9 A-557.00

Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

FE

ELEC 102 JANITOR'S 105

B.9

Project No. 12‐104‐001

WOMEN'S FECV

103

ELEVATOR MACHINE RM 109

213

TEL/D-MARK

SERVICE ELEV.

108

107

D3

DRINKING FIXTURES; SEE FFE SHEETS

MEN'S

106

104

D4

Structural Engineer

1 A-561.00

FECV FE

110

C2

D4

B

SHIPPING/ RECEIVING

215 D3

23

MEP Engineer

Sim

111

A.9

M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

1 A-507.00

C4 C1

C1

C3

G‐3

G‐3

G‐3

G‐3

FE

11

E

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301

STAIR B

FE 22

MEP Engineer

Thornton Tomasetti

UP

CORRIDOR

B.6

5

WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

D3

12 A-201.01

ELEV.

C2

212

B.2

Civil Engineer

B.8

STAIR C UP

1 A-560.00

UP

STAIR A F

M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

B.6

5

12

C1

UTILITY ROOM

C1

112

C3 C4 5 A-201.01

PENTHOUSE

ROOF TOP OF SCRN SCREEN CAP 55' - 0"

8

10

C1

Project No. 12‐104‐001

Structural Engineer

PARAPET - 0" PENTHOUSE 60' ROOF 59' - 0"

9

20

JANITOR SINK; SEE FFE SHEETS

C

Stair C Callout - Penthouse 1/4" = 1'-0"

Civil Engineer

TOP OF SCREEN 55' - 0"

7

8

Generic - 12"

FE

G‐3

G‐3

G

Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

Stair C Callout - 3rd Floor 1/4" = 1'-0"

Thornton Tomasetti

4

7

C1 G‐3

19

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301

PENTHOUSE ROOF 59' - 0"

6

6

C4

C3 C1

Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

4

9

D

T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012

DN

F

E

5

5

4 A-201.01

BAM Architecture Studio

1' - 10"

12

1' - 0"

G

1

8

7' - 1"

3' - 0"

1' - 10"

14

11

4' - 1"

25

CLEAR WIDTH STRINGERS

24

1 UP

5' - 3"

2

4' - 1"

23

3

CLEAR WIDTH STRINGERS

22

4

4' - 1"

21

5

CLEAR WIDTH STRINGERS

20

6

CLEAR WIDTH STRINGERS

19

7

4' - 1"

18

8

CLEAR WIDTH STRINGERS

17

9

4' - 1"

16

CLEAR WIDTH STRINGERS

4' - 1"

CLEAR WIDTH STRINGERS

4' - 1"

CLEAR WIDTH STRINGERS

15

10

A-562.00

12

7

12 TREADS AT 11"

12 TREADS AT 11"

3' - 0"

14

11

1' - 10"

13

1' - 0"

3

H

A-562.00

A-562.00 7' - 0"

12 TREADS AT 11"

12 TREADS AT 11"

4

6

5

6

5

A-562.00

11' - 0"

6' - 1"

7 A-562.00

A-562.00

5

3

2 4 H

4

SECTION DETAIL 3"=1'-0"

PENTHOUSE ROOF 59' - 0"

A

PENTHOUSE ROOF 59' - 0"

Sim

8" EXTERIOR CMU WALL - SEE STRUCT. DWGS FOR REINFORCING SPRAY-ON FIREPROOFING AT COLUMN

17 A-557.00

STRUCTURAL COLUMN-SEE STRUCT. DWGS.

A

EXTRUDED ALUMINUM EXPANSION JOINT COVER

MIN. 8" 16 GA. COLD FORMED GALVANIZED STUDS 16" O.C. WITH LATERAL BRACING SPEC 054000 5/8" DENS GLASS GOLD SHEATHING ON STEEL STUDS, TYP 'GREEN SCREEN' WALL MOUNTED TRELLIS PANEL OR EQUAL

1

LOBBY

SELF- HEALING VP AIR MOISTURE BARRIER COMPOSITE ALUMINUM PANEL SPEC 074213

101

TOP OF SCREEN 55' - 0"

MESH GUARDRAILS. TYP. MESH NOT SHOWN FOR CLARITY

TOP OF SCREEN 55' - 0"

HANDRAIL. MESH GUARDRAILS. TYP. MESH NOT SHOWN FOR CLARITY

ROOF 45' - 0"

3RD FLOOR 30' - 0"

3RD FLOOR 30' - 0"

5

6

22' - 0"

Sim 6 A-557.00 13

18 D1 D1

ELEC

D1

102

D1

13 RISERS AT 6 59/64"

D1

D1

SCISSOR LIFT

3

B

7

Stair C Section 2 1/4" = 1'-0"

5

Stair C Section 3 1/4" = 1'-0"

6

4

ELEV.

107

106

MEN'S A4

14

Registered Architect: Brian K. Spence License: AR96404

A1

copyright date: 01.01.2013

1ST FLOOR DETAILED NORTH ENTRANCE 1/4" = 1'-0"

No. Date Description 01 08.06.2014 02 09.11.2014 03 09.19.2014

5

D1

6

G‐1

G‐1

C4

A1

2 A-507.00

8 C1

D3

D3

6 INSTALL 4'X6' PLYWOOD AT WALL SURFACE - COORD. A-507.00 WITH ELEC. EQUIPMENT

C3

C1

A1

3 A-507.00

C1

D3 09

Sim

10

6 A-557.00

101

NORTH

C4 21

2 A-504.00

1 A-504.00 C1

B

seal

Sim 1 A-507.00

C3 C4

A.9

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

LOBBY

C4

C1

112

REVISIONS No. Date Description

A3

A3 C4 7 D1

FOR BID ADDENDUM 1 ADDENDUM 2

A4

104

C4

3 A-556.00

C4 C2

D3

SERVICE ELEV.

108

B.2

C2

UTILITY ROOM A

Stair C Section 1 1/4" = 1'-0"

D3

D3

TEL/D-MARK

109

2

seal 1ST FLOOR 0' - 0"

4 C1

C1 D3

D1

ELEVATOR MACHINE RM

C2

C2

NORTH

1ST FLOOR 0' - 0"

C4

C3

G‐2

C2

111

A4

A4

16 D4

D1

D1

B.2 C2

5

C2

SHIPPING/ RECEIVING

A1

C4

15 D3

UP

C2

D1 FECV

55

D1 ROLLUP GATE & MOTOR

24

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

1ST FLOOR 0' - 0" T.O.FOOTING -1' - 0"

D4

C2

STAIR A

D1

STAINLESS STEEL CAP AT STRINGER; SEE FINISH LEGEND

Sim 2 A-504.00

Sim 21 A-557.00

C1

G‐1

103 C1

6

UP D4

212

B

A3

G‐1

WOMEN'S FECV

213 D1

RECYCLING AREA

REVISIONS No. Date Description

A3

C4

D1

STAIR C

WASTE AREA

1

2ND FLOOR 15' - 0"

D4

1 A-562.00

FOR BID Generic - 12"

2ND FLOOR 15' - 0"

Sim 1 A-504.00

D1

C4

17

105

A3

No. Date Description 01 08.06.2014

2ND 2ND FLOOR T.O. STEEL 2 15' - 0" 14' - 4 1/2"

5 A-507.00

D1

C5

C3

copyright date: 01.01.2013

TYP.

13 RISERS AT 6 59/64"

7' - 6" 7' - 6"

7

C1

D1 4 A-507.00

D1

13 RISERS AT 6 59/64"

7' - 6"

SITE PLAN

6

C4

C5

JANITOR'S

STAIR C DETAILS

SITE PLAN 08.12.2013

5

8 A-507.00

D1

A

4

1 A-570.00

4 D

D1 Sim

1ST FLOOR 0' - 0"

VIEW

1.5

C

Registered Architect: Brian K. Spence License: AR96404

D3

13 RISERS AT 6 59/64"

Street View at Main Entrance

1

13 RISERS AT 6 59/64"

7' - 6"

ROOF 45' - 0"

3RD FLOOR T.O. STEEL 3 30' - 0" 29' - 4 1/2"

13 RISERS AT 6 59/64"

7' - 6"

PENTHOUSE ROOF T.O. STEEL 4 45' - 0" 44' - 4 1/2"

3 A-564.00

W

1.5

D

ROOF 45' - 0"

3RD FLOOR 30' - 0"

2ND FLOOR 15' - 0"

VIE

FIRST FLOOR PARTITION PLAN1 1/8" = 1'-0"

1

HANDRAIL.

HANDRAIL.

C

7' - 6"

1

MESH GUARDRAILS. TYP. MESH NOT SHOWN FOR CLARITY

D

B

4 A-555.00

HANDRAIL.

1ST FLOOR PARTITION PLAN

Sim 21 A-557.00

Stair C Section 4 1/4" = 1'-0"

A

A‐562.00 1

2

3

4

5

6

7

8

9

10

2

FIRST FLOOR PARTITION PLAN 2 1/8" = 1'-0" 1

Sim 6 A-503.01

2

7 A-503.01

12 3

1ST FLOOR DETAILED PARITION PLAN 1/4" = 1'-0" 4

5

5

6

7

8

A‐201.01

1ST FLOOR DETAILED SOUTH ENTRANCE 1/4" = 1'-0" 9

10

NORTH NORTH

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

6

Lake Nona, Florida

BAM ARCHITECTURE STUDIO/ LAKE NONA, FLORIDA MASTER PLANNING, SPACE PLANNING, BUILD TO SUIT

CLIENT BIOMED REALTY TRUST PROJECT RESEARCH COMMUNITY CAMPUS FOR VARIOUS SCIENCE DISCIPLINES SITE LAKE NONA, FLORIDA MEDIUM CAD, BIM, RHINO, SKETCHUP, ADOBE CS

VIEW

LAKE NONA

SITE PLAN

LAKE NONA

NORTH

PERSPECTIVE: LOBBY FROM SOUTH APPROACH

1

2

1

1.5

3

2

4

3

4

5

5

6

6

7

7

8

9

8

10

9

11

12

10

13

13.8 14

14.1

PENTHOUSE PARAPET 61' - 8"

H

PENTHOUSE ROOF 59' - 0"

BAM Architecture Studio

TOP OF SCREEN 55' - 0"

Sim

T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012

3 A-551.00

ROOF 45' - 0"

Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

Sim 3 A-551.00

1

NORTH ELEVATION - NORTH ROOF 1/8" = 1'-0"

G

14.1

14 13.8

13

12

11

10

9

8

7

6

5

4

3

2

1.5

1

PENTHOUSE PARAPET 61' - 8" PENTHOUSE ROOF 59' - 0" TOP OF SCREEN 55' - 0"

ROOF 45' - 0"

Lake Nona Innovation Center Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

Project No. 12‐104‐001

Civil Engineer WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

Structural Engineer

F

2

Thornton Tomasetti

SOUTH ELEVATION - NORTH ROOF 1/8" = 1'-0"

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301

MEP Engineer 1

1.5

2

3

4

5

6

7

8

9

10

11

12

13

13.8 14

14.1

PENTHOUSE PARAPET 61' - 8"

M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

PENTHOUSE ROOF 59' - 0" TOP OF SCREEN 55' - 0"

E

ROOF 45' - 0"

3

NORTH ELEVATION - SOUTH ROOF 1/8" = 1'-0"

4

SOUTH ELEVATION - SOUTH ROOF 1/8" = 1'-0"

14.1

14 13.8

13

12

11

10

9

8

7

6

5

4

3

2

1.5

1

PENTHOUSE PARAPET 61' - 8"

D

PENTHOUSE ROOF 59' - 0" TOP OF SCREEN 55' - 0"

ROOF 45' - 0"

C

D

D

PENTHOUSE PARAPET 61' - 8"

Registered Architect: Brian K. Spence License: AR96404

PENTHOUSE PARAPET 61' - 8"

PENTHOUSE ROOF 59' - 0"

PENTHOUSE ROOF 59' - 0"

TOP OF SCREEN 55' - 0"

TOP OF SCREEN 55' - 0"

ROOF 45' - 0"

ROOF 45' - 0"

copyright date: 01.01.2013 No. Date Description 01 08.06.2014

GLAZING HATCH

HORIZONTAL PROJECTIONS AND SOLAR FINS HATCH DESCRIPTION

DESCRIPTION

TYPE A‐ METAL COMPOSITE PANELS

TYPE B ‐ 'GREEN SCREEN' WAL MOUNTED TRELLIS PANEL OR EQUAL

TYPE HH ‐ 3 FOOT WIDE ALUMINUM ARHITECTURAL FIN

TYPE GL02 ‐ SSG CURTAIN WALL (VISION ‐ FRITTED ‐ 40% COVERAGE) ‐ SEE B2000.01

TYPE II ‐ 2 FOOT SIX INCH DEEP HORIZONTAL SHADING DEVICE, INTEGRAL TO CURTAINWALL..

SEE A‐550.00

1

1

4

3

D

5

PENTHOUSE PARAPET 61' - 8"

PENTHOUSE ROOF 59' - 0"

PENTHOUSE ROOF 59' - 0"

TOP OF SCREEN 55' - 0"

TOP OF SCREEN 55' - 0"

4

5

STORE FRONT DOUBLE DOOR; SEE DOOR SCHEDULE,TYP.

LIGHT; SEE REFLECTED CEILING PLAN, TYP.

C

B.9

6

B.8

B.2

B

NORTH seal

BUILDING ELEVATIONS

ROOF 45' - 0"

8

6

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

A.9

ROOF 45' - 0"

3

2

A

EAST ELEVATION - SOUTH ROOF 1/8" = 1'-0"

7

2

WEST ELEVATION - NORTH ROOF 1/8" = 1'-0"

PENTHOUSE PARAPET 61' - 8"

TYPE AA ‐ 2 FOOT WIDE ALUMINUM ARHITECTURAL FIN

TRANSPARENCY RATIO FOR TOTAL BUILDING SKIN OPACITY AND MATERIAL IS: • 29% COVERAGE REPRESENTS GL01: TRANSPARENT VISION GLASS • 53% COVERAGE REPRESENTS ALL GLAZING MATERIALS: GL03 SPANDREL, GL02 FRITTED, GL01 TRANSPARENT VISION.

TYPE H ‐ 3‐COAT STUCCO

A

TYPE JJ ‐ 12" EXTRUDED ALUMINUM MULLION PROFILES (INTEGRATED W /CURTAINWALL SYSTEM)

TYPE GL01 ‐ CAPTURED GLAZED CURTAIN WALL (VISION) SEE B2000.01

TYPE C‐ ALUMINUM LOUVERS

6

A.9

TYPE GL03 ‐ CATURED GLAZED CURTAIN WALL (SPANDREL) ‐ SEE B2000.04

A

TYPE KK ‐ PAINTED CMU

EAST ELEVATION - NORTH ROOF 1/8" = 1'-0"

5

ELEVATION LEGEND OPAQUE MATERIAL HATCH DESCRIPTION

7

8

7

8

WEST ELEVATION - SOUTH ROOF 1/8" = 1'-0"

A‐402.01 9

10

9

A.9

FOR BID

REVISIONS No. Date Description

B

10

A 2ND FLOOR 15' - 0"

H

BAM Architecture Studio T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012 Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

1ST FLOOR 0' - 0" 1

ADA AUTOMATIC DOOR PUSH BUTTON

EAST INTERIOR ELEVATION - LOBBY 101 1/4" = 1'-0"

WATER FOUNTAIN; SEE FF&E LEGEND TYP.

TILE WALL BASE, SEE FINISH PLAN TYP.

A

A.9

POP UP CEILING

G

B

B.2

B.8

B.9

C

CURVED MILLWORK ACCENT WALL SOFFIT

EXIT SIGN; SEE RCP

Lake Nona Innovation Center

D

---

STORE FRONT DOUBLE DOOR; SEE DOOR SCHEDULE,TYP.

WOOD MILLWORK; SEE DETAILS AND FINISH PLAN, TYP.

17 A-556.00

Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

2ND FLOOR 15' - 0"

Project No. 12‐104‐001

Civil Engineer WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

F

PERSPECTIVE: 4 BUILDING SITE Interior Lobby

VIEW

REVEALS IN MILLWORK PANELS

A

A.9

ELEVATOR INDICATOR LIGHT, TYP.

B

ELEVATOR CALL BUTTON, TYP.

FIRE EXTINGUISHER VALVE CABINET, SEE FF&E PLAN TYP.

B.2

B.9

WOOD PANEL DOOR TO MATCH ADJACENT WALL

TILE WALL BASE, SEE FINISH PLAN TYP.

C

MEP Engineer

D

M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

5

9 A-506.00

4' - 10"

4' - 10"

8 A-506.00

4 A-403.00 5

WEST INTERIOR PLAN - LOBBY LEVEL 101 1/4" = 1'-0"

4' - 10"

2' - 9"

9 A-403.00 11

B

16

2 A-556.00

B.2

B

2ND FLOOR 15' - 0"

FULL HEIGHT HEADER CURVED ACCENT WALL BEYOND

2ND FLOOR 15' - 0"

LIGHT COVE, TYP.

ELEV. SUPPORT LIGHT COVE

EXIST SIGN; SEE RCP

CURVED MILLWORK PANEL BEYOND

3 DROP SOFFIT BEYOND

DOUBLE DOORS; SEE DOOR SCHED.

ELEV. PIT

3 A-556.00

GLAZING PANELS; SEE FINISH SHEETS

RECESSED BASE; SEE FINISH DTLS.

RECESSED BASE; SEE FINISH DETAILS

MILLWORK SOFFIT

MTL. REVEALS

MILLWORK PANEL @ TURNED CORNER RECESSED BASE; SEE FINISH DETAILS

A-556.00

GLAZING PANELS; SEE FINISH SHEETS

MILLWORK PANEL @ TURNED CORNER

NORTH

2ND FLOOR 15' - 0"

13 A-556.00

FULL HGT. HEADER

MILLWORK SOFFIT

11 A-556.00

GLASS TENANT STOREFRONT

2ND FLOOR 15' - 0"

FULL HGT. 2 HR PARTITION

LIGHT COVE BEYOND

DROP GWB SOFFIT @ TENANT ENTRY

1 A-557.00

D

A.9

2ND FLOOR 15' - 0"

FIXTURE HOUSING BEYOND

POCKET FOR EGRESS DOOR GLAZING PNL. @ PROUD TURNED CORNER

STND. BASE; SEE FINISH DETAILS

1ST FLOOR 0' - 0" 4

4' - 10"

A-403.01 5

B.9 C

5

2ND FLOOR 15' - 0"

4' - 10"

2' - 9"

A-556.00

B.2

5

D

2' - 9"

4' - 10"

4' - 10"

4' - 10"

2' - 9"

0' - 10"

1 A-556.00

3 A-556.00

A.9

4' - 10"

12 A-403.00 14 -

10

4' - 10"

4' - 10"

9 A-556.00

13 4 A-556.00

7 6 A-403.00 8

2' - 9"

A

0' - 10"

2' - 9"

7 A-506.00

3

0"- 10"

4' - 10"

6 A-403.01

0"- 10"

4' - 10"

0' - 10"

9 A-501.00

E

C

SITE PLAN

Thornton Tomasetti

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301

GLAZING PANELS; SEE FINISH SHEETS REVEALS IN GLAZING PANELS

WEST INTERIOR ELEVATION - LOBBY 101 1/4" = 1'-0"

0' - 10"

LAKE NONA

W

VIE

Structural Engineer

1ST FLOOR 0' - 0" 2

1ST FLOOR 0' - 0"

ELEVATION DETAIL-1 1/4" = 1'-0"

5

1ST FLOOR 0' - 0"

ELEVATION DETAIL-2 1/4" = 1'-0"

6

1ST FLOOR 0' - 0"

ELEVATION DETAIL-3 1/4" = 1'-0"

7

1ST FLOOR 0' - 0"

ELEVATION DETAIL-4 1/4" = 1'-0"

8

1ST FLOOR 0' - 0"

ELEVATION DETAIL-5 1/4" = 1'-0"

9

copyright date: 01.01.2013 No. Date Description 01 08.06.2014

16 A-556.00

2ND FLOOR 15' - 0"

2ND FLOOR 15' - 0"

2ND FLOOR 15' - 0"

2ND FLOOR 15' - 0"

FOR BID

2ND FLOOR 15' - 0"

REVISIONS No. Date Description

B

SITE PLAN

Registered Architect: Brian K. Spence License: AR96404

ELEVATION DETAIL-6 1/4" = 1'-0"

NORTH

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

NORTH seal 1ST FLOOR 0' - 0" 10

1ST FLOOR 0' - 0"

1ST FLOOR 0' - 0"

ELEVATION DETAIL-7 1/4" = 1'-0"

11

ELEVATION DETAIL-8 1/4" = 1'-0"

12

1ST FLOOR 0' - 0"

1ST FLOOR 0' - 0"

ELEVATION DETAIL-10 13 1/4" = 1'-0"

ELEVATION DETAIL-9 1/4" = 1'-0"

ELEVATION DETAIL-11 14 1/4" = 1'-0"

FIRST FLOOR INTERIOR ELEVATIONS

A

A‐403.00 1

2

1

3

2

4

3

D

5

4

C

CURTAIN WALL; SEE EXTERIOR ELEVATION

B.9

5

1

B.8

5

B.2

A-503.00

A-502.00

B

6

7

6

7

A.9

8

9

10

8

9

10

A

H

BAM Architecture Studio T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012 Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

1

G

1ST FLOOR 0' - 0"

EAST INTERIOR ELEVATION - TENANT SPACE 1/4" = 1'-0"

7

8

9

-

10

11

---

Lake Nona Innovation Center

12

13

13.8

Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

14

Project No. 12‐104‐001

Civil Engineer WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

Structural Engineer

F

Thornton Tomasetti

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301 1ST FLOOR 0' - 0" 2

NORTH ELEVATION - TENANT SPACE 1/4" = 1'-0"

14

MEP Engineer M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

2

13.8

A-502.00

13

12

11

10

9

8

E

17

16

A-557.00

A-557.00

1ST FLOOR 0' - 0" D

3

SOUTH ELEVATION - TENANT SPACE 1/4" = 1'-0"

A

5

-

A-556.00

---

A.9

2

B

B.2

A-503.00

B.8

B.9

C

D

6

2ND FLOOR 15' - 0"

C

Registered Architect: Brian K. Spence License: AR96404

copyright date: 01.01.2013 No. Date Description 1ST FLOOR 0' - 0" 4

WEST ELEVATION - TENANT SPACE 1/4" = 1'-0"

6

A

A.9

2

B

01 08.06.2014

1ST FLOOR 0' - 0"

NORTH INTERIOR ELEVATION - LOBBY 101 1/4" = 1'-0"

5

B

FOR BID

REVISIONS No. Date Description

B.2

A-503.00

PAINTED CMU, TYP.

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

CURTAIN WALL; SEE EXTERIOR ELEVATION

OVERHEAD DOOR AND MOTOR

NORTH

STAIRWELL LIGHT FIXTURE

seal

OVERHEAD DOOR; SEE DOOR SCHEDULE

FIRST FLOOR INTERIOR ELEVATIONS

A

6

1ST FLOOR 0' - 0"

SOUTH INTERIOR ELEVATION - LOBBY 101 1/4" = 1'-0"

7

1

1

1ST FLOOR 0' - 0"

WEST INTERIOR ELEVATION SHIPPING/RECEIVING & UTILITY ROOM 1/4" = 1'-0"

2

2

4

5

3

4

D

C

A‐403.01

WALL BASE, TYP. , SEE FINISH PLAN TYP.

3

B.9

6

5

1

B.8

6

B.2

A-503.00

7

8

7

B.2

B.8

9

8

B.9

10

9

10

C

D

STORE FRONT DOUBLE DOOR; SEE DOOR SCHEDULE,TYP.

H

BAM Architecture Studio T: 646.522.5550 Second Floor 415 West Broadway F: 646.349.5556 www.bam‐studio.com New York, NY 10012

1ST FLOOR 0' - 0"

G

EAST INTERIOR ELEVATION - TENANT SPACE 2 1/4" = 1'-0"

1

Snow Building, T: 919.890.3880 Suite 208 F: 646.349.5556 331 West Main St. www.bam‐studio.com Durham, NC 27701

1ST FLOOR 0' - 0"

2

Lake Nona Innovation Center

WEST INTERIOR ELEVATION - TENANT SPACE 2 1/4" = 1'-0"

Parcel ID Number: 26‐24‐30‐0000‐00‐014 Orlando, Florida 32827

1

1.5

-

2

3

---

4

5

B

4

A.9

A

A-502.00

Project No. 12‐104‐001

CURTAIN WALL; SEE EXTERIOR ELEVATION, TYP.

Civil Engineer WBQ Design & Engineering, Inc. 201 N. Magnolia Avenue, Suite 200 Orlando, FL 32801 T: 407.839.4300 F: 407.839.1621

Structural Engineer

F

Thornton Tomasetti

101 NE Third Avenue, Suite 1170 T: 954.903.9300 Fort Lauderdale, FL F: 954.903.9301 33301

STORE FRONT DOUBLE DOOR; SEE DOOR SCHEDULE,TYP.

1ST FLOOR 0' - 0"

NORTH INTERIOR ELEVATION -TENANT SPACE 2 1/4" = 1'-0"

3

5

MEP Engineer 1ST FLOOR 0' - 0"

EAST INTERIOR ELEVATION - TENANT SPACE 3 1/4" = 1'-0"

TILE WALL BASE, TYP.

M‐E Engineers 29 West 38th Street, 5th Floor New York, NY T: 212.447.6770 10018 F: 212.447.6615

---

5

E

W

4

-

3

2

---

1.5

6 A-501.00

1

A

A.9

B

D

VIE

1ST FLOOR 0' - 0"

SOUTH INTERIOR ELEVATION - TENANT SPACE 2 1/4" = 1'-0"

4

6

1.5

2

-

3

---

4

1ST FLOOR 0' - 0"

WEST INTERIOR ELEVATION - TENANT SPACE 3 1/4" = 1'-0"

5

C

Registered Architect: Brian K. Spence License: AR96404

copyright date: 01.01.2013 No. Date Description 01 08.06.2014

1ST FLOOR 0' - 0"

NORTH INTERIOR ELEVATION - TENANT SPACE 3 1/4" = 1'-0"

7

5

B

4

CURTAIN WALL; SEE EXTERIOR ELEVATION, TYP.

3

-

2

---

FOR BID

REVISIONS No. Date Description

1.5

8 A-501.00

Bird's Eye View

7 A-501.00

NORTH

All drawings and written materials represented on this sheet constitute the copyrighted work and are the sole property of BAM Architecture Studio. This sheet may not be reproduced or copied in whole or in part, nor may any of the drawings or written materials appearing within, be incorporated into another work for any reason without the written consent of BAM Architecture Studio. This sheet must be returned upon the request of the Architect.

NORTH seal

FIRST FLOOR INTERIOR ELEVATIONS

A

1ST FLOOR 0' - 0" SOUTH INTERIOR ELEVATION - TENANT SPACE 3 1/4" = 1'-0"

8

1

A‐403.02 2

3

4

5

6

7

8

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

9

10

7

HAITI [ARCHIVE] COMPETITION ENTRY Darys Avila, Hyo Youn Kwon, Henry Martes, Pedro Borges

ENSTRIMAN Geri [HEALING INSTRUMENT (HAITIAN CREOLE)] SITE PORT-AU-PRINCE MEDIUM RHINO, CAD, ADOBE CS

Our project aims to provide a healing environment to patients of Tuberculosis and HIV Aids. By providing a sanitary, modern, and sustainable habitat we seek to improve the quality of life for the individual and by association the community.

We understand that social, psychological and environmental conditions around us are fundamental components of our health. After the earthquake Haiti has been in a state of devastation and disarray, increasingly vulnerable to the spread

of contagious diseases such as cholera, and existing epidemics such as tuberculosis. Haiti’s poor infrastructure, planning and neglect agitate the earthquakes devastation. We understand that the creation of modern well built structures and communities can be the one element to thwart future disasters. This is why we named our project ENSTRIMAN GERI, the Haitian Creole term for healing instrument, through it we aim to build, heal and sustain.

NOON

Floor Plans 1.

5.

4.

3.

1.

Solar

5.

SUNRISE

SUNSET

7.

2.

8.

4.

3.

10. 9.

2.

2.

3.

6.

6.

Wind

NORTH

SOUTH NON-PATIENT

7.

PATIENT

4 BEDROOM: 118.5 sqm

8.

1.

5.

2.

4.

3.

10. 9.

2.

2.

7.

3.

2.

8.

6.

6.

10. 9.

2.

2.

3.

6.

3 BEDROOM: 96.89 sqm

N

0

3m

Water

6.

5 BEDROOM: 138.5 sqm

1.

2.

3.

4.

Bed room Patient Room Bath room Living Room

5.

6.

7.

8.

Kitchen / Dining Room Terrace Open Yard Garden

9. Sater Tank 10. Sliding Wall

Bamboo Panel Concrete Coloumn CMU Block

Cooling

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

8

HAITI [ARCHIVE] COMPETITION ENTRY Darys Avila, Hyo Youn Kwon, Henry Martes, Pedro Borges

N

[archive]

+45

Waste/ Recycle Shared Septic Tank

+46

Haiti Competition Entry

URBAN DESIGN SCHEME FOR AN ECOLOGICALLY SUSTAINABLE LANDSCAPE

WATER TANK DETAIL Movable Wall Substructure (Steel) Rolling Hanging Track Rooftop Tank (1500 US Gallons) Insulated Bamboo Panel Elevated Wall Tank (1500 US Gallons)

+47

Emergency Entrance

Roof Water Catchment System

+48

Sliding Door Panels Laku Daytime Shading Louvers

Ventilators Single Panel Louver

Home and Play for Children

Sunbathing/ Terrace Shading Louvers Sunbathing/ Terrace +49 +

+48 +45

Farm Crops

Hurrican Shutters

Aquaponic System

Fresh Food Storage Units

Sliding Bamboo Insulation Panels Elevated Poly Water Tanks

+44

Portable Potable Water Barrels

Retention Pond

FISH CONSUMPTION

+43

Community Center/ Adult Learning

se

t 3

t

se

t2

3

3

2nd week

3rd week

1 set

4th week

+

set

Fruit Trees

feed community

330 + 330

se

3

+4 +48 48 48 +47 + +4 +46 +46 6

1,320

= 330

R MA 1 t se

t2

set

324 1st week

TILAPIA HARVESTING

t2

FE se B t1

se

se

se t1 NO V

+49

3 set

JAN

2

2

45

=

community members

C

DE

t1

se

set

set 3

set 2

1

set 1

9 families * 9 fish per family a week = 81 fish/ per week

+

3

profit

330

set 2

Aquaponic System

set 1

ABR set 1

2

OCT

1

set 2

3

2 set

set

t1 P SE

se

se

t2

t3

+46 +47

Melon Small fish Maturing fish Full-grown fish

2

set 3

set

set 1

JUL

set 2

set 3

t1

se

se t1 AU G

N JU

se

t2

se

t3

se

Lettuce Mint Squash Tomatoes Eggplant

3

MA Y se t1

2

set 3

Buildings are staggered to promote natural and maximum ventilation.

+49 5

6

8

7

1 4

SECTION

2

3

1 2 3 4 5 6 7 8

Ammonia Waste Bacteria Culture Pump Nutrient Water Irrigation Lines Growing Medium Filtered Water Aeriation System

Housing +48

+47 +46

Emergency Entrance

+45 +44

Shared Septic Tank

+43 +42 +41 +40 +39

39m

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

9

MSAUD COLUMBIA GSAPP SPRING 2010 Manuel Barrios, Pedro José Borges, Milton Garavito, Amar Shah

LIFELINE

MUMBAI’S NEW GATEWAY SITE MUMBAI, INDIA MEDIUM 3D MAX, CAD, ADOBE CS This proposal re-envisions a new connection between Mumbai and NaviMumbai. Currently, the State Government of Maharashtra proposes to build a 22km automobile bridge from Nhava-Sheva (Navi Mumbai) to Sewri Bay (Island City) solely through private finances. Our proposal, a “Life Line”, revisits the Mumbai Trans-Harbor Link to become the programmatic and formal catalyst for change on the eastern waterfront of the Island City, acting as a lifeline for Mumbai’s future. With the advent of new technology, this link will surpass typical automobile infrastructure and will function as a mediator between public and private programs, while acting as a proponent of intergenerational equity and environmental sustainability.

MUMBAI

Vashi Bridge

Railroad Vashi

R Vabb Airport

Easte

NAVI

Bandra

Bandra-Worli Seal ink [5.6 km]

C

O

Nerul

ec

Worli End Node

A Central Line

SEWRI

Western Line Harbour Line

SEZ

JNPT

Colaba

B

NHAVA SHEVA

Major ec

Dom

REGIONAL MAP OF GREATER MUMBAI, INDIA

MANGROVE WATER FRONT ACCESS

Mangro

VEHICULAR ACCESS

RAIL PLATFORM ACCESS

PEDESTRIAN ACCESS

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

10

MSAUD COLUMBIA GSAPP SPRING 2010 Manuel Barrios, Pedro José Borges, Milton Garavito, Amar Shah

LIFELINE

70’ [21.33 M]

CANOPY LEVEL

45’ [13.71 M]

BRT PLATFORM LEVEL

25’ [7.62M] MUMBAI’S NEW GATEWAY MONORAIL PLATFORM LEVEL GROUND LEVEL 0’ [0M] SITE MUMBAI, INDIA MEDIUM 3D MAX, CAD, ADOBE URBAN DESIGN SCHEME FOR A NEW INFRASTRUCTURE AND FINANCIAL HUB CS

The Life Line is the trigger for change. The objective of this project is to reconfigure the current government proposal to include efficient mass transit systems and new functions for industry, ecology, and social adaptation. The connection to Sewri Station on the Harbor Line becomes a gateway hub where new pedestrianization and new high density development are anticipated. This effect will reduce pressure on the mangroves and the waterfront while placing importance on nature as a means of economic gain also known as natural capitalism. The factors of natural capitalism and the Coastal Regulation Zone policy will aid in programming water front activities with soft and hard edges that generate revenue while providing zones of accessibility to the public. The Life Line’s connections onto the Island City involve appropriate connections to the Harbor, Central, and Western lines to eventually strengthen the east-west axis of Southern Mumbai as well as towards Navi Mumbai.

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

11

MSAUD COLUMBIA GSAPP FALL 2010 Aren Bogossian, Pedro José Borges, Travis Bunt, Gabriel Fuentes, Seohong Min

BUFFALO POST-INDUSTRIAL LANDSCAPE

REPOWERING BUFFALO RESEARCH AND ANALYSIS OF STAKEHOLDERS SITE SOUTH BUFFALO, NEW YORK MEDIUM CAD, ADOBE CS This project seeks to strategize ways of leveraging University at Buffalo resources and by-products [energies] toward activating the city’s cultural and industrial landscape. Embracing the complexity and fragility of Buffalo’s multi-layered post-industrial urban condition[s], we have identified and established both locational and systemic relationships [ecologies] in order to open up opportunities for physical and strategic design interventions. We are not so much concerned with design at the “regional” scale but rather with regional design at multiple scales and time frames.

URBAN SITE NEAR BUFFALO RIVER

ECONOMY, ECOLOGY, ENERGY NETWORKS PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

12 12 =

MESHING DIAGRAM

MSAUD COLUMBIA GSAPP FALL 2010 Aren Bogossian, Pedro José Borges, Travis Bunt, Gabriel Fuentes, Seohong Min

REPOWERINGBUFFALO NEW ACADEMIC CAMPUS AND FIELD LAB SITE SOUTH BUFFALO, NEW YORK MEDIUM CAD, ADOBE CS

ALTERNATE CAMPUS AND FIELD LAB

This in mind, the conceptual framework of this project is the production of locality using principles of industrial ecology as an analytical and programming methodology. Specifically, field_LAB | ALT_campus poses and responds to the following questions: 1 How can the resources and by-products of the University at Buffalo stimulate both culture and industry [energy]?

2 What kinds of partnerships [ecology] can be forged between the University as a whole, its’ various departments, and the community which it simultaneously serves and feeds off of?

3 What sources of funding [economy] can the University at Buffalo leverage towards different ends?

URBAN DESIGN SCHEME OF INTERVENTION SITE SECTION

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

13

MSAUD COLUMBIA GSAPP FALL 2009 Aren Bogossian, Pedro José Borges, Travis Bunt, Gabriel Fuentes, Seohong Min

EMPOWERING BROOKLYN

PRODUCTIVE SLEEVE ON GOWANUS EXPRESSWAY SITE SUNSET PARK, BROOKLYN NY MEDIUM RHINO, CAD, ADOBE CS

The aim of our design response is to rewire that system through intervention on multiple levels. The physical demarcation of the site is anchored in the post-industrial artifact, with the ultimate goal of reactivating these remnants in the service of a new economic hub. The industrial spines and shells of Sunset Park offer a means by which to thread into the fabric of the community—the elevated Gowanus Expressway as threshold; the warehouses as identifiable knots within a fabric.

Physical interventions along and under the expressway structure will be inserted to create exhibition, functional spaces to be used in both short-term [coordinated events; awareness campaigns] and semi-permanent [worker support and education spaces] capacities. Adjacent under utilized warehouses will be reprogrammed into a network of business incubators and industry training spaces, following [and expanding upon] the model offered by Manhattan’s Garment Industry Development Corporation. These steps would introduce an integrated system of educational, developmental, and supportive spaces into Sunset Park, ultimately empowering its working population and the community as a whole.

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

14

MSAUD COLUMBIA GSAPP SUMMER 2009 Pedro José Borges, Yen-I Han, Sasan Norouzi

PENUMBRA SHADING & WATER COLLECTIONW

PHOTO SENSITIVE MATERIAL APPLICATION

PENUMBRA SHADE ALONG GRAND CONCOURSE

URBANPENUMBRA

MITIGATING URBAN HEAT ISLAND EFFECTS SITE BRONX, NEW YORK CITY MEDIUM MAYA, ADOBE CS, NIKON

Improving the Microclimate: Using Storm Water System to mitigate Urban Heat Island Effect Urban Heat Islands are the variations in local temperatures that occur predominantly due to building materials, such as concrete, that absorb the heat and radiate it back into the environment.

Integrating water and water retentive surfaces helps alleviate this problem.

Currently due to surface runoff, water collected through precipitation gets wasted and is therefore under utilized. This gap can be targeted to offset the problem of Urban Heat Island effect and improve the micro climate of the city.

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

15

MSAUD COLUMBIA GSAPP SUMMER 2009 Pedro José Borges, Yen-I Han, Sasan Norouzi

PRODUCTIVE ROOFTOP ALONG GRAND CONCOURSE

URBANPENUMBRA

MITIGATING URBAN HEAT ISLAND EFFECTS SITE BRONX, NEW YORK CITY MEDIUM CAD, ADOBE CS, NIKON A threefold strategy can be integrated at micro scales within the city. First the speed of the surface runoff needs to be SLOWED down. Curbing the speed will help STORE some of this water. This stored water gives the opportunity to GROW trees and vegetation in the city, and also helps in cooling the building.

The integration of this strategy can have a huge impact on other macro infrastructures in the city. It can help reduce CSO overflows and thereby reduce water pollution. For every 1 degree celsius reduction in temperature an average household can reduce their electricity bills by 2-4%. This new strategy can help reduce the temperatures by 3 degrees celsius which is an average saving of $180 per household.

5 MIN. WALK

HEAT INDEX

ASTHMA %

AREA OF INTERVENTIONS

PRODUCTIVE FACADE ALONG GRAND CONCOURSE PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

16

CaféofDance

VIRGINIA TECH UNIVERSITY 2006-2007 MASTERS THESIS UNDER ADVISORS / Dean Jack A. Davis, Dennis Jones, Hans Rott

CULTURE & HERITAGE SITE PUNTA CANA, DOMINICAN REPUBLIC MEDIUM PENCIL, ADOBE CS A beginning of questions about architecture and humanity and searching for those answers that begin to initiate CONCEPT SKETCH “CENTRAL SQUARE” the process of design and improving the quality of life. This is an investigation and an understanding of those values which make a place unique. Once those attributes have been found then we can begin to embrace them within architecture. Inside the small town of Veron, on the eastern shore of the Dominican Republic, unique economic and social conditions are apparent there that are mirrored throughout this small island nation and throughout ROOM OF DANCE many parts of Latin America.

EASTERN SHORE OF HISPANIOLA

GROUND FLOOR PLAN OF CAFE OF DANCE

STUDY MODEL OF FORM AND POOLS INFINITY POOLS

SITE MODEL

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

17

ACCADEMIA DI ARCHITETTURA, MENDRISIO SWITZERLAND 2005-2006 ATELIER PETER ZUMTHOR

MILANODISCOTEQUE

DESIGNING FOR REALITY [URBANISM & MORPHOLOGICAL STUDY] SITE MILAN, ITALY MEDIUM PLASTER, WATER, FOLIAGE

FORM STUDY CAFE & BALCONY

FOREST OF TREES DESCENDING ENTRANCE ALONG CURVED WALL

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

18

ACCADEMIA DI ARCHITETTURA, MENDRISIO SWITZERLAND 2005-2006 ATELIER PETER ZUMTHOR

MILANOMORPHOSIS

URBANISM & MORPHOLOGICAL STUDY OF MILAN AND PERIPHERY SITE MILAN, ITALY MEDIUM CAD, ADOBE CS Our investigation into the fabric of Milan, Italy began with intense morphological studies which resulted in a deeper understanding of the juxtaposition of a post-industrial wasteland left behind by the car industry and subsequent large urban sprawl of development, a thriving fashion industry, and all within the boundaries of Italy’s financial capital.

EASTERN PERIPHERY OF MILAN

MILAN, ITALY

ZONING MAP [PRIVATE & PUBLIC]

AREAS OF INFLUENCE

FUNCTION AND USES

ZONING [OCCUPIED] PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

19

VIRGINIA TECH UNIVERSITY/ 2005 Industrial Design Studio/ Minor

LINE

SIMPLICITY IN DESIGN, SIMPLICITY IN FORM MEDIUM VACUUM FORM, LAMINATED WOOD COLLABORATORS DESIGN BY PEDRO BORGES ASSISTED BY SHOP ASSISTANT TIM CASTINE

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

20

VIRGINIA TECH UNIVERSITY/ 2005 Industrial Design Studio/ Minor

LINE

SIMPLICITY IN DESIGN, SIMPLICITY IN FORM MEDIUM VACUUM FORM, LAMINATED WOOD COLLABORATORS DESIGN BY PEDRO BORGES ASSISTED BY SHOP ASSISTANT TIM CASTINE

PEDRO JOSÉ BORGES WORK SAMPLES borges.pedrojose@gmail.com

21 21

VIRGINIA TECH UNIVERSITY/ Dominican Republic Pedro José Borges (Team Leader)

josé veron, punta cana Project: Environmental & Social Sustainability in the Caribbean Site: Veron, Dominican Republic Medium: Analysis & Research, Data Documentation, CAD, Nikon DSLR Photography

A

s a leader of a Multi-Disciplinary Team of Virginia Tech Graduate Students under the direction of Professors Geographer Joseph Scarpacci, Architects Bill Galloway & Dennis B. Jones, we were given the responsibility to respond to a growing need to document and research the living and building conditions of the Eastern shore towns, specifically Veron in Punta Cana. Originally a

MAYOR AND LOCALE TOWN OFFICIALS

squatter settlement of 30 families in the 1970's has grown to over 3000 habitants with varying degrees of needs that included; running water, electricity, medical treatment, building materials and lack of sufficient infrastructural and developmental needs outlined in the United Nations Development Agenda (Department of Economic & Social Affairs).

SATELLITE IMAGERY AND MAPPING

ISLAND OF HISPANIOLA

PEDRO JOSÉ BORGES Photography borges.pedrojose@gmail.com

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VIRGINIA TECH UNIVERSITY/ Dominican Republic Pedro JosĂŠ Borges (Team Leader)

housing, typical veron, punta cana Project: Environmental & Social Sustainability in the Caribbean Site: Veron, Dominican Republic Medium: Analysis & Research, Data Documentation, CAD, Nikon DSLR Photography

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etter to The President of the Dominican Republic, In this Great and Blessed Island Nation there is a desperate cry for compassion and for social responsibility. Look into the eyes of the children and you see the future of the Dominican Republic. Inside their minds is a paradise of possibilities and opportunities.

We must take on this new challenge of our

generation to eliminate poverty and increase the quality of the built environment for all participants. There are tremendous influences and forces working towards the degradation of the natural environment and impeding on a healthy symbiosis with humanity.....

PEDRO JOSÉ BORGES Photography borges.pedrojose@gmail.com

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