Architecture Portfolio 2016 - 2022

danielle tellez architectural portfolio

CV PROFESSIONAL WORK 01 UAP: SITE Santa Fe

Page 01 - 12

02 SHoP: The Wharf

Page 13 - 24

03 SHoP: Milan US Consulate

Page 25 - 40

04 SHoP: The Morrison

Page 41 - 50

05 SHoP: East Whisman Paseo

Page 51 - 54

06 SHoP: 55 Pitt Street

Page 55 - 74

CV 01 professional experience New York City, NY

SHOP ARCHITECTS Associate 55 Pitt Street, facade SD & DD of a 678,000 SF office tower in Sydney, AU East Whisman, design of a paseo between two residential complexes in San Francisco, CA The Morrison, facade DD of a 422,000 SF mixed-use residential complex in LA, CA Milan U.S. Consulate, led facade DD & CD of a 118,000 SF consulate in Milan, IT Uber HQ, CA of a 423,000 SF office tower in San Francisco, CA The Wharf, facade DD & CD of a 534,000 SF mixed-use office complex in Washington, DC Collins Arch, CA of a 1,749,000 SF mixed-use office & residental tower in Melbourne, AU Cherry Street, facade DD of a 501,500 SF residential tower in NYC, NY

New York City, NY

UAP Independent Contractor SITE Santa Fe, facade DD and fabrication of an external cladding system in Santa Fe, NM

2016 - 2017 Detroit, MI

M1 / DTW Designer House of Pure Vin, design rennovation of a 1,600 SF wine store in Detroit, MI OVAD Automotive Photo Booth, design of modular pre-fabricated photo booths Water Street Coffee Joint, design of a 700 SF drive-thru in Kalamazoo, MI Water Street Coffee Joint, design of a 2,400 SF drive-thru in Paw Paw, MI Apartment 807, design rennovation of a 1,600 SF residence in Detroit, MI Georgia Pacific Washroom, design of a 750 SF washroom in Houston, TX Guardian Glass, research for a glass innovation center in Detroit, MI One Care Offices, design rennovation of a 18,000 SF warehouse and office in Troy, MI Bates Residence, construction development of a 6,600 SF residence in Birmingham, MI

2015 - 2016 2015 - 2016 2016 2016 2016 2016 2015 - 2016 2015 - 2016 2015 - 2016 Los Angeles, CA

JOHNSTON MARKLEE Intern Laboratory for New Design Research, design of a 23,000 SF extension to Gund Hall in Cambridge, MA

2014 Kansas City, MO

AECOM Intern State Farm Center, design rennovation of a 125,600 SF basketball arena in Champaign, IL

02 software InDesign Illustrator Photoshop Revit Rhino

2021 - 2022 2021 2020 2019 - 2020 2018 - 2019 2018 2017 - 2018 2017

Enscape Grasshopper Bluebeam Google Slides Excel

Outlook AutoCAD Maya Arduino MasterCam

2012 - 2013

03 education UNIVERSITY OF MICHIGAN Taubman College of Architecture and Urban Planning Masters of Architecture Propositions Travel Studio in Paris, France UNIVERSITY OF ILLINOIS College of Fine and Applied Arts Bachelor of Science in Architectural Studies TONJI UNIVERSITY College of Architecture and Urban Planning Study Abroad

Ann Arbor, MI 2015 2014 Champaign, IL 2013 Shanghai, China 2012

04 academic experience RESEARCH ON THE CITY Designer City of Our Youth, large-scale drawings for exhibition w/ Adam Fure, Ellie Abrons, and Andrew Holder in Liberty Research Annex OBERDICK FELLOWSHIP Designer What Happens Out Here? : Post Military Landscapes and Non-Urban Objects, book design and exhibition w/ Clark Thenhaus in Taubman College Gallery UNIVERSITY OF ILLIONIS Teaching Assistant Introduction to Fine and Applied Arts (FAA 101)

Ann Arbor, MI 2014 Ann Arbor, MI 2014 Champaign, IL 2012

05 honors Taubman College Student Show Judge - Form, Situation, and Institutions

2021

Invited Critic at University of Texas at San Antonio - Undergraduate Student Reviews

2021

Invited Critic at Lawrence Technological University - Undergraduate Student Reviews

2016

Presentation of work for Propositions Travel Studio: Recovering Modernity to the Établissement public d’aménagement de la Défense Seine Arche (EPADESA) in Paris, France

2014

“The Picturesque”, workshop w/ Jason Payne

2014

Women in Architecture (WIA) Chapter President, University of Illinois

2012 - 2013

Student Ambassador for the School of Architecture, University of Illinois

2012 - 2013

Phi Eta Sigma, University of Illinois

2010 - 2013

06 publications “Object Permanence.”, suckerPUNCH daily, Website (November 16, 2015)

professional work

Danielle Tellez Portfolio | 01

01

UAP: SITE Santa Fe

SITE Santa Fe commissioned a renovation and expansion of its existing contemporary art institution. In collaboration with SHoP Architects, UAP developed and fabricated a dynamic folded, perforated aluminum screen to define the two major entrances.

I detailed and produced shop drawings for this cladding system.

2016 - 2017

02

9

T.O. PARAPET

#1

658 cm

922 mm

T.O. PARAPET

K

L

K

L

NORTH NORTH NORTH

1785658 mm cm 286 mm T.O. PARAPET 922 mm 658 cm577 mm #1 1785 mm 922 mm 286 mm 577 mm 1785 mm 577 mm 286 mm 577 mm 577 577 mm mm

#1

L

#12965 mm NB2

L

1981 mm 984 mm NB2 2965 mm

1981 mm L

984 mm 29651981 mm mm

1981 mm

N-16A 984 mm

N-16B 1981 mm

N-16A 1 N-16A U653

N-16B N-16B Sim.

577 mm 577 mm mm 577

1 U653

Sim.

1 U653

Sim.

577 mm 577 mm mm 577 577 mm 577 577 mm mm 577 mm 577 mm 577 mm

GROUND 178 mm 0 cm

2 U650

N-17

2 U650

N-17 N-17

3 U654

H

LOCATION OF G F LED

K

H

LOCATION OF LED G F

1981 mm

1981 mmK

3 U654

5 U654 5 U654

5 LOCATION OF LED

K

1981 H mm

1981 mm

1981 mm

1981 G mm

F

19

3 1981 mm

1981 mm

1981 mm

1981 mm

1981 mm

1981 mm

19

1981 mm

1981 mm

1981 mm

1981 mm

1981 mm

1981 mm

19

N-18 N-18

N-19 N-19 N-20

N-21

N-22

N-23

N

N-20 N-20

N-21 N-21

N-22 N-22

N-23 N-23

N N

U654

N-18

N-19

2 U655

577 mm 577 mm mm 577 577 mm 577 577 mm mm

2 U650

1981 mm

FOLDFOLD LINE LINE FOLD LINE

L

6

7

NB2 #1

2 U655

3 U655

2 U655

3 U655

5 U654

3 U655

1 U501 Sim.

577 577 mm mm

1 U501 Sim.

GROUND 178 mm

1 U501 Sim.

0 cm 577 mm GROUND 178 mm 0 cm

#1

T.O. PARAPET 658 cm

NB2 #1

L

K

H

G

#1 NB2

L

K

H

G

F

NB2

L

K

H

G

F

F

TRUSS CENTERLINE T.O. PARAPET 627 cm 658 cm T.O. PARAPET TRUSS CENTERLINE 658 cm 627 cm TRUSS CENTERLINE 627 cm

ANCHOR DATUM 368 cm ANCHOR DATUM 368 cm ANCHOR DATUM 368 cm

ANCHOR DATUM 64 cm GROUND ANCHOR DATUM 0 cm 64 cm ANCHOR DATUM GROUND 64 cm 0 cm GROUND

FOLDFOLD LINE LINE FOLD LINE

K

8

#1

STEEL TRUSS CENTERLINE STEEL TRUSS CENTERLINE

3 3/4

3 3/4

FMC ANCHORS STEEL TRUSS CENTERLINE

3 3/4

FMC ANCHORS

12

12 12

FMC ANCHORS

0 cm

3 U502 3 U502 3 U502

Danielle Tellez Portfolio | 03

STUDIO + FA

3

4 E

7

C2

NB3

E

NB3

1 U650

6

1981 mm 1 NB3 U650

981 mm E

1981 mm

1 U650

5

C2

1981 mm

C2

1981 mm

1981 mm

1981 mm3805 mm 1824 mm

1981 mm NB3

1981 mmC2

1981 mm

1981 mm H

1981 mm

1981 mm G

N-19

N-24

N-25

K

H

N-24 K N-24 1981 mm 1981 mm

N-25 H N-25 1981 mm N-20

3 U655

1981 mm

mm

N-26 N-26 1981 mm N-21

1981 mm

N-27

1 U650

LOCATION OF LED

N-28

G F LED LOCATION OF

N-23

1981 mm

N-29 E

1981 mm

1981 mm

C2

1 U650 1

N-25U650 1981 mm

1981 mm

N-30 C2 N-30 1981 mm N-26

1981 mm

N-27

3 U655

N-20

3 U655

1 U651 1 U651

1 U500

N-22

N-21

1 U500

N-22

1 U501 Sim.

2 N-23 U651

1 N-24 U652

2 N-23 U651

1 U652

2 U651

1 U652

3

1 U500

1 1981 U600

E

C2

NB3 H

K

E

NB3

C2

E

NB3

C2

C

1981 mm

N-29

1981 mm

1981 mm

1600 mm 1600 mm 1600 mm N-31

1981 mm

1981 mm 1600 mm 1600 mm

1 U601

G

1600 mm 5

N-29

N-30

U654 Sim.

178 mm

N-31

178 mm

N

3805 mm 1981 mm

182

3805 mm

1600 mm 178 mm

N-28

N-32A

G

1981 mm

N-30

1 U601

N-27

1 U500

2 U651

G

SCALE 3/16" = 1' -C0" E

F

1 U652

B NB3

C C

1 U651 1 U651

C2

C

1 B U500

2 U651

B

1 U500

3 3

K

H

G

F

E

NB3

C2

K

H

G

F

E

NB3

C2

3 3/4

1 U661 B

3200 mm 1600 mm

182

G

N-32A

1981 mm

182

N-32A

N

N

F F

5 U654 Sim.

3

1 U501 Sim.

1 U651

1 B U661

C

mm

1 U600

5 U654 Sim.

N-26

1 U661

3200 1600 mmmm 2

3805 mm 1981 mm

N-24 N-25 N-26 N-27 N-28 N-29 N-30 N-31 F CLADDING ELEVATION - NORTH SCALE 3/16" = 1' - 0" CLADDING ELEVATION - NORTH CLADDING ELEVATION - NORTH 3 SCALE 3/16" = 1' - 0" SCALE 3/16" = 1' - 0" ELEVATION - NORTH CLADDING

3 1 U501 Sim.

N-25

N-32B1473127 mmmm

1 U601

5 U654 Sim.

N-21

127 mm N-32B14733200 mmmm 2 1981 mm 1981 mm N-32B1473 mm

N-28

1981 mm

N-19 1 U651

N-32A 3 1981 mm N-32A

N-31 N-31 1981 mm 1981 mm 5 U654 Sim.

N-20

1824 mm B

3

N-31

127 mm

N-32A 1981 C mm

1 U600

N-30

NB3

N-29 NB3 N-29 1981 mm

N-24

1981 mm

1981 mm

4

N-27 N-28 G F E N-27 N-28 1981 mm 1981 mm 1981 mm

N-22

4

1981 mm

1 U601

5

N-26

E 1 U601

1 5 U600 1981 mm1 U601

6

7

N-19

1981 F 1 U600

1981 mm

2

3805 mm

1981 mm

U600

1981 mm

H 3

1824 mm 1981 mm 3805 mm

981 mm K

6

4B 1981 mm

LED 1981 mm LOCATION OF 1981 mm 1

1981 mm

C

H

1981Bmm

1981 mm

1981 mm

B

C 1981 mm

1981 mm

1981 mm

C

H

1

1981 mm

981 mm

7

2

B

5 U654 Sim.

1 U652

CLADDING ELEVATION - NORTH

2 U651

1 U652

E

SCALE 3/16" = 1' - 0"

CLADDING ELEVATION - NORTH E

SCALE 3/16" = 1' - 0"

NEW 8" CONCRETE WALL

NEW 8" CONCRETE WALL

NEW CMU WALL

NEW 8" CONCRETE WALL

NEW CMU WALL

NEW 8" CONCRETE WALL

NEW CMU WALL

C

B

C

B

E NEW CMU WALL

12

MC ANCHORS

NEW 8" CONCRETE WALL

NEW CMU WALL

NEW 8" CONCRETE WALL

NEW CMU WALL

D D

3 3/4

3 3/4 MC ANCHORS

12

2 12

MC ANCHORS

2 2 2

TRUSS ELEVATION - NORTH SCALE 3/16" = 1' - 0"

TRUSS ELEVATION - NORTH SCALE 3/16" = 1' - 0" TRUSS ELEVATION - NORTH TRUSS ELEVATION - NORTH 2 SCALE 3/16" = 1'ELEVATION - 0" TRUSS - NORTH SCALE 3/16" = 1' - 0" 1 U600

SCALE 3/16" = 1' - 0"

2

D

1 U601

C

SCALE 3/16" = 1' - 0"

C

TRUSS ELEVATION - NORTH

C 1 U601

1 U600

1 U601

1 U600

1 U601

2 U502

2 U502

1

2 U502

6

7

04

1 1 SHEET SIZE

SHEET SIZE

CLADDING PLAN - NORTH

1SCALE U600

1 3/16" = 1' - 0"

CLIENT:

SHoP Architecture

ARCH D TOLERANCE

` 1/32 in

1 U601

U601

1 U502

DRAWING TITLE:

ENLARGED BUILDING EL1 U50 B NORTH

C3631A SITE Santa Fe CLADDING PLAN - NORTH 1

PROJECT:

1 U50

1 B CLADDING PLAN - NORTH SCALE 3/16" = 1' - 0" ISSUED FOR APPR B CLADDING PLAN NORTH SCALE 3/16" = 1' - 0" 1 SCALE 3/16" = 1' - 0" CLADDING PLAN - NORTH U200 SCALE 3 2 53/16" = 1' - 0" PLAN - NORTH 4 CLADDING SHoP Architecture ENLARGED BUILDING EL U502

1

1 U5 1 U600

STUDIO + FACTORY + SUPPLY 236 WEST 26TH STREET 2 U502 UNIT 5NW, Flr 5 NEW YORK, NY 10001 Ph. +1 646 407 7908 2

2 U502

ACTORY + SUPPLY

1 U600

UNLESS SPECIFIED DRAWN BY: DANIELLE TELLEZ COPYRIGHT: Urban Art Projects all rights reserved. The work depicted on this document is covered by copyright. It cannot be copied or UAP APPROVAL: NOEL HERNANDEZ reproduced in any form be it graphic, electronic or mechanical including <INIT> photocopying without the written permission of URBAN ART PROJECTS. CLIENT APPROVAL: SHEET SIZE CLIENT: STUDIO + FACTORY + SUPPLY 236 WEST 26TH STREET ARCH D UNIT 5NW,3/16" Flr 5 = 1' - 0" SCALE TITLE: SHEET DRAWING SIZE CLIENT: CLIENT: STUDIO + FACTORY + SUPPLY NEW YORK, NY 10001 PROJECT: TOLERANCE

U502

DATE: <12/01/16>

DRAWING STATUS:

U502 DATE: <12/01/16>

DRAWING NUMBER:

1

DATE: <DD/MM/YY>

DRAWING TITLE:

NORTH

DRAWING TITLE:

TOP OF PANEL 658 cm

12

10 3 MM PERFORATED ALUMINUM FINISH PANEL

11

9 3 MM PERFORATED ALUMINUM FINISH PANEL

8

9 mm

7

3 mm TOP OF PANEL 658 cm

12

10

11

6 mm

R 9 mm

12

3 MM PERFORATED ALUMINUM FINISH PANEL

10

11

9

3 MM PERFORATED ALUMINUM FINISH PANEL VARIES

F14

9 mm

9

8

7

8

7

3 mm TOP OF PANEL 658 cm

50 mm

TOP OF PANEL

39 mm 6 mm

R 9 mm

87°

3 MM PERFORATED ALUMINUM FINISH PANEL

3 mm 50 mm R 9 mm

39 mm 6 mm

R 9 mm

6 mm

3 MM PERFORATED ALUMINUM FINISH PANEL

7

87°

3 MM PERFORATED ALUMINUM FINISH PANEL VARIES 3 MM PERFORATED ALUMINUM FINISH PANEL

F14

SCALE 6" = 1' - 0"

F14

39 mm

39 mm

16 87°mm 5 mm

7

PLAN DETAIL | FINISH PANEL

7

152 mm 39 mm

39 mm 152 mm 39 mm

6

PLAN DETAIL | STRUT

6

PLAN DETAIL | STRUT 16 mm 9 mm

SCALE 6" = 1' - 0"

9 mm

16 mm 5 mm

7

VARIES

SCALE 6" = 1' - 0"

9 mm

10 mm

87°

3 mm 3 mm

3 mm 3 mm

F14

3 mm

39 mm 50 mm

9 mm 9 mm

PLAN DETAIL | FINISH PANEL VARIES

50 mm

658 cm

9 mm

9 mm

SCALE 6" = 1' - 0"

6 152 mm

6

10 mm

9 mm

SCALE 6" = 1' - 0"

87 mm 68 mm

Ø 9 mm

13 mm 13 mm

16 mm 9 mm

9 mm 9 mm

152 mm 10 mm

Ø 9 mm

12 mm 10 mm

Ø 9 mm

16 mm 9 mm

152 mm

152 mm

152 mm

87 mm 156 mm

68 mm 68 mm

12 mm 305 mm

305 mm 152 mm

610 13 mm

PLAN DETAIL | STRUT 16 mm 9 mm SCALE 6" = 1' - 0" PLAN DETAIL | STRUT

12 mm

16 mm 5 mm 16 mm 5 mm

610 68 mm

Ø 9 mm 9 mm

12 mm

PLAN DETAIL | FINISH PANEL SCALE 6" = 1' - 0" PLAN DETAIL | FINISH PANEL

SCALE 6" = 1' - 0"

13 mm 13 mm 13 mm mm 87 156 mm 112 87 13 mm mm 13 mm

305 mm

305 mm

156 mm 112 mm 156 mm

305 mm

FINISH PANEL | UPPER EDGE ELEV.

5

305 mm

SCALE 3" = 1' - 0" 76 mm 38 mm 38 mm

19 mm

305 mm

CLOSEST PERFORATION LOCATION USED DIM. VARIES

76 mm 38 mm 38 mm

CLOSEST PERFORATION LOCATION USED DIM. VARIES

FINISH PANEL | UPPER EDGE ELEV. SCALE 3" = 1' - 0" FINISH PANEL | UPPER EDGE ELEV.

5

76 mm 38 mm 38 mm 76 mm 38 mm 38 mm

SCALE 3" = 1' - 0"

19 mm 305 mm TYP. 19 mm

SCALE 3" = 1' - 0"

112 mm

4

BACK PANEL | UPPER EDGE ELEV.

.

10 mm

PANEL JOINT

4

152 mm

SCALE 3" = 1' - 0"

(PERFORATION PATTERN TO BE ALIGNE BACK PANEL | UPPER EDGE ELEV. SCALE 3" = 1' - 0" BACK PANEL | UPPER EDGE ELEV. 152 mm

4

CLOSEST PERFORATION LOCATION USED DIM. VARIES CLOSEST PERFORATION LOCATION USED DIM. VARIES

SCALE 3" = 1' - 0"

10 mm .

PANEL JOINT (PERFORATION PATTERN TO BE ALIGNED)

10 mm

PANEL JOINT (PERFORATION PATTERN TO BE ALIGNED) 152 mm

152 mm 152 mm

305 mm TYP.

152 mm

.

F14

.

.

152 mm

152 mm 305 mm TYP. F14

39 mm

305 mm TYP.

6 mm

152 mm CLOSEST PERFORATION 152USED mm LOCATION DIM. VARIES

39 mm

SCALE 3" = 1' - 0"

5 mm 16 mm

CL

6 mm

152 152 mm BOTTOM OFmm PANEL 18 cm

.

FINISH PANEL | OVERLAP ELEV.

3 F14

CL

5 mm 16 mm

152 mm CLOSEST PERFORATION LOCATION USED DIM.152 VARIES mm

610

PANEL JOINT (PERFORATION PATTERN TO BE ALIGNE

SCALE 3" = 1' - 0"

19 mm

4

BACK PANEL | UPPER EDGE ELEV.

112 mm

10 mm

FINISH PANEL | UPPER EDGE ELEV.

5

5

610

305 mm

2

BACK PANEL | JOINT LINE ELEV.

152 mm

SCALE 3" = 1' - 0"

BOTTOM OF PANEL 18 cm

152 mm

.

F14

39 mm 39 mm

12

12

3 3

.

FINISH PANEL | OVERLAP ELEV. BACK PANEL | JOINT LINE ELEV. CLOSEST PERFORATION 2 LOCATION USED SCALE 3" = 1' - 0" DIM. VARIES FINISH PANEL & BACK PANEL CLOSEST ELEVATIONS ABOVE ARE SHOWN AS UNROLLED SHEETS PERFORATION

3

5 mm SCALE 3" = 1' - 0" 6 mm 16 mm

5 mm 16 mm

6 mm

BOTTOM OF PANEL

CL

CL

18 cm

BOTTOM OF PANEL

LOCATION USED DIM. VARIES

18 cm

FINISH PANEL | OVERLAP ELEV. BACK PANEL | JOINT LINE ELEV. 2 SCALE 3" = 1' - 0" SCALE 3" = 1' - 0" 10 9 8 11 7 FINISH PANEL | OVERLAP ELEV. BACK PANEL | AS JOINT LINE ELEV. FINISH PANEL & BACK PANEL ELEVATIONS ABOVE ARE SHOWN UNROLLED SHEETS 2 SCALE 3" = 1' - 0"

SCALE 3" = 1' - 0"

9 11 7 FINISH PANEL & BACK PANEL10ELEVATIONS ABOVE ARE SHOWN AS 8UNROLLED SHEETS FINISH PANEL & BACK PANEL ELEVATIONS ABOVE ARE SHOWN AS UNROLLED SHEETS

Danielle Tellez Portfolio | 05

6

5

3

4

2

1

76 mm

H 152 mm

152 mm

6

5

6

38 mm

4 5

4

3 76 mm

2 3

1 2

1

CL

76 mm

PANEL

152 mm 152 mm

152 mm 305 mm O.C. TYP

38 mm

152 mm

38 mm

CL

3 mm

CL CL

610 mm O.C. TYP.

G

305 mm O.C. TYP 305 mm O.C. TYP

CL

610 mm O.C. TYP.

CL

610 mm O.C. TYP. CL

F

CL CL

CL

m F7

13 mm m

F6

CL

87 mm m

CL

13 mm 610 mm O.C. TYP.

F7

VARIES

mm

E

F6 CL F14

25 mmF7

F6

156 mm 305 mm 610 mm O.C. TYP.

mm

CL

VARIES

F14

25 mm VARIES

610 mm O.C. TYP.

112 mm

25 mm

CL CL

F14

305 mm 305 mm

D

305 mm CL CL CL

ED)

305 mm 305 mm 305 mm CL

E ALIGNED)

CL

N TO BE ALIGNED)

C

CL

305 mm 305 mm

2 mm

VARIES

305 mm CL

152 mm

CL

VARIES 305 mm 152 mm

CL

VARIES

38 mm

305 mm

2 mm

B

152 mm 152 mm

NEL

CL

76 mm 38 mm 38 mm

152 mm

OF PANEL

STUDIO + FACTORY + SUPPLY 236 WEST 26TH STREET UNIT 5NW, Flr 5 NEW YORK, NY 10001 Ph. +1 646 407 7908

76 mm 76 mm

1 SHEET SIZE

CLIENT:

ARCH D TOLERANCE

` 1/32 in

PROJECT:

CL

FINISH PANELS SHoP Architecture

DRAWING TITLE:

FINISH PANELS 1 C3631A SITE SantaPANELS Fe FINISH 1

UNLESS SPECIFIED DRAWINGDRAWING STATUS: TITLE: DRAWN BY: DATE: <12/01/16> CLIENT:DANIELLE TELLEZ ISSUED FOR APPROVAL STUDIO + FACTORY + SUPPLY A COPYRIGHT: Urban Art Projects all rights reserved. The work depictedSHEET SIZE ENLARGED ELEVATION WEST is 26TH STREET on this 236 document covered by copyright. It cannot be copied or DRAWING NUMBER: REV: UAPD APPROVAL: NOEL HERNANDEZ DATE: <12/01/16> ARCH DRAWING TITLE: SHEET SIZE UNITinSTUDIO 5NW, Flr+5FACTORY CLIENT: + SUPPLY reproduced any form be it graphic, electronic or mechanical including FINISH PANELS ENLARGED ELEVATION DATE: <DD/MM/YY> <INIT> NEW 236 YORK, NYthe 10001 WEST 26TH STREET photocopying without written permission of URBAN ART PROJECTS. TOLERANCE CLIENT APPROVAL: ARCHPROJECT: D Ph. 6465NW, 407 7908 UNIT Flr 5 3 2 FINISH PANELS 1 5 +1 4 ` 1/32 in NEW YORK, NY 10001 PROJECT: TOLERANCE UNLESS SPECIFIED Ph. +1 646 407 7908 DRAWING STATUS: DRAWN BY: DATE: DANIELLE TELLEZ <12/01/16> ` in ISSUED FOR APPROVAL COPYRIGHT: Urban Art Projects all rights reserved. The work 1/32 depicted UNLESS on this document is covered by copyright. It cannot be copied or SPECIFIEDUAP APPROVAL: NOEL HERNANDEZ DRAWING NUMBER: REV: DATE: <12/01/16> DRAWING STATUS: DRAWN BY: DATE: <12/01/16> DANIELLE TELLEZ ISSUED FOR APPROVAL reproduced in any form it graphic, or mechanical including COPYRIGHT: UrbanbeArt Projectselectronic all rights reserved.

The work depicted CLIENT APPROVAL: DATE: <DD/MM/YY> <INIT> photocopying without the written permission of It URBAN PROJECTS. on this document is covered by copyright. cannotART be copied or DRAWING NUMBER: REV UAP APPROVAL: NOEL HERNANDEZ DATE: <12/01/16>

SHoP Architecture SHoP Architecture C3631A SITE Santa Fe C3631A SITE Santa Fe

6

06

ENLARGED ELEVATION FINISH PANELS

U500

U500

A

A

12

9

10

11

14 mm

ANCHOR VARIES (SEE ELEVATION DWGS)

75 mm

8

13 mm 6 mm 6 mm

11 mm 75 MM x 75 MM x 3 MM HSS 6061 T6 ALUMINIUM HSS FRAME

F12

19 mm

F4

F5 37 mm

F1 F5

3 mm

10 mm 6 mm 13 mm 6 mm 10 mm

14 mm

11 mm F2

75 mm

75 mm

7

F5

19 mm

13 mm

7 mm

21 mm

27 mm

LIGHT CHANNEL (LED LIGHT BY OTHERS)

3 MM ALUMINUM PERFORATED BACK PAN 75 MM x 75 MM x 3 MM 6061 T6 ALUMINIUM HSS FRAME

F6 8 mm

8 mm

6 MM ALUMINUM FIN

3 MM ALUMINUM PERFORATED FINISH PANEL F6

6 mm 6 mm 13 mm

363 mm

12

11

10

9

8 Danielle Tellez Portfolio | 07

7

5

3

4

2

1

H

6

7

5

3

4

2

G 75 MM x 75 MM x 3 MM 6061 T6 ALUMINIUM HSS FRAME

75 MM x 75 MM x 3 MM 6061 T6 ALUMINIUM HSS FRAME

22 mm 38 mm

10 MM BENT ALUMINUM PLATE

F

22 mm

6° 11

10 mm 19 mm 6 mm 13 mm 6 mm 10 mm 34 mm

38 mm

10 MM BENT ALUMI

F11 10 MM BENT ALUMINUM PLATE 26°

19 mm 3 mm

25 mm

F12

E

F12 37 mm 6° 11

19 mm

F5 F11

34 mm LIGHT CHANNEL (LED LIGHT BY OTHERS)

F5

16 mm

10 MM BENT ALUMI 26°

m m

6

19 mm 3 mm

64

25 mm

°

F12

37 mm

D BACK PAN

F6

MM x 3 MM HSS FRAME

LIGHT CHANNEL (LED LIGHT BY OTHERS)

D

16 mm 6

4°

F7 F6

NISH PANEL

3 mm 3 mm 6 mm

75 mm

C

F7

197 mm

1

10 mm

CORNER SUPPORT | TOP OF PANEL SCALE 6" = 1' - 0"

3 mm 3 mm 6 mm

75 mm

197 mm

1

10 mm

STUDIO + FACTORY + SUPPLY 236 WEST 26TH STREET UNIT 5NW, Flr 5 NEW YORK, NY 10001 Ph. +1 646 407 7908

6

08

SHEET SIZE

` 1/32 in

UNLESS SPECIFIED COPYRIGHT: Urban Art Projects all rights reserved. The work depicted on this document is covered by copyright. It cannot be copied or reproduced in any form be it graphic, electronic or mechanical including photocopying without the written permission of URBAN ART PROJECTS. STUDIO + FACTORY + SUPPLY 5 4 236 WEST 26TH STREET UNIT 5NW, Flr 5

SHoP Architecture

PROJECT:

SITE Santa Fe

DRAWN BY: UAP APPROVAL:

DANIELLE TELLEZ NOEL HERNANDEZ

CLIENT APPROVAL:

SHEET SIZE

3

B

SCALE 6" = 1' - 0"

CLIENT:

ARCH D TOLERANCE

CORNER SUPPORT | TOP OF PANEL

ARCH D

CLIENT:

DRAWING TITLE:

PLAN DETAILS EXTERIOR PANEL @ T1-2 TRUSS TIP

DATE: 12/01/16

DRAWING STATUS:

DATE: 12/01/16

DRAWING NUMBER:

DATE:

2 SHoP Architecture

ISSUED FOR APPROVAL

- U 602

DRAWING TITLE:

REV:

A

A

1 PLAN DETA

10

9

8

REMOVABLE LIFTING LUG ASSEMBLY

6

7

660 mm 13 mm

51 mm

60 mm

F17

140 mm 89 mm

13 mm 3 mm

F4

75 mm

177 mm

F1

26 mm

F2

127 mm

305 mm O.C.

3 mm 25 mm

F5

163 mm

52 mm 419 mm

305 mm O.C.

254 mm

F13

25 mm 3 mm

F4

305 mm

1600 mm

95 mm

96 mm 305 mm O.C. 3 mm 25 mm 78 mm 25 mm 305 mm

305 mm O.C.

217 mm VARIES 25 mm 25 mm

F6

140 mm

140 mm

88 mm

25 mm

75 mm

75 mm

6 mm 13 mm 6 mm

Danielle Tellez Portfolio | 09

5

3

4

2

1

1824 mm

660 mm

503 mm

110 mm

133 mm

6

7

F9

5

127 mm

F7

F7

3

4

2

6 mm 135 mm

75 mm

2-15/16" x 2-15/16" x 1/8" HSS 6061 T6 ALUMINIUM HSS FRAME

32 mm 51 mm

1824 mm

77 mm 660 mm

503 mm

660 mm

6 mm

13 mm

182 mm

60 mm 140 mm

96 mm

110 mm

133 mm

F5

13 mm 3 mm

F7

6 mm

127 mm

F7

F9

6 mm F9

177 mm

78 mm

133 mm

75 mm

2-15/1 6061 T

32 mm 51 mm

25 mm

3 mm 25 mm

305 mm O.C.

135 mm

77 mm 6 mm

F5

163 mm

182 mm

3 mm 6 mm 3 mm

96 mm F5

CL

6 mm F9

78 mm

133 mm

25 mm

254 mm

EDGE OF CLADDING

305 mm O.C.

3 mm 6 mm 3 mm CL

25 mm 3 mm

2-15/16" x 2-15/16" x 1/8" HSS

95 mm 6061 T6 ALUMINIUM HSS FRAME EDGE OF CLADDING

3/8" ALUMINUM BENT ANGLE F5

96 mm

F9

3 mm 25 mm

305 mm O.C.

F7

2-15/16" x 2-15/16" x 1/8" HSS 6061 T6 ALUMINIUM HSS FRAME

78 mm

3/8" ALUMINUM BENT ANGLE

25 mm

F5 F9 F7

305 mm O.C.

VARIES 25 mm

140 mm

1

BACK ELEVATION | NORTH CORNER SCALE 3" = 1' - 0"

1

STUDIO + FACTORY + SUPPLY 10 26TH STREET 236 WEST

SHEET SIZE

ARCH D

CLIENT:

BACK ELEVATION | NORTH CORNER SCALE 3" = 1' - 0"

SHoP Architecture

STUDIO + FACTORY + SUPPLY

SHEET SIZE

DRAWING TITLE: CLIENT:

ELEVATION DETAILS

DRAWING TITLE:

12

11

11

11

10

10

10

9

9

9

8

8

7

7

6

6

7

1

F10

F10

8

1

F10

F10

1

F10

FIN LENGTH VARIES F7

FIN LENGTH VARIES

FIN LENGTH VARIES FIN LENGTH VARIES F7

F7

44 mm 88 mm

19 mm

m

6 MM

FIN LENGTH VARIES FIN LENGTH VARIES

6M

44 mm 38 mm

m

6 mm

88 mm

19 mm 26 mm

m

38 mm

6 mm

26 mm

6 mm 3 mm 3 mm

100 mm

F6

559 mm

100 mm

559 mm

559 mm

559 mm

43 mm

559 mm

19 mm 3 MM ALUMINUM 3 MM ALUMINUM SOFFIT FINISH PANEL SOFFIT FINISH PANEL

19 mm

19 mm

m

31 mm

m

19 mm

m

38 mm

m

26 mm

m

12 mm

6 MM

19 mm

171 mm

171 mm 6 mm

38 mm

33 mm

38 mm

75MM X A

43 mm

19 mm

260 mm

F7

m

33 mm 7 mm

31 mm

33 mm

6 mm

171 mm

19 mm 19 mm 19 mm

F7

m

6 mm

6 MM A

19 mm

260 mm

19 mm

38 mm 43 mm 38 mm

559 mm

3 MM ALUMINUM SOFFIT FINISH PANEL

6 mm 6 mm 3 mm 3 mm 3 mm 3 mm

33 mm

6 mm

26 mm

F6

260 mm

m

88 mm

38 mm

6 mm 26 mm

m

26 mm

F6

33 mm

75MM

F7

7 mm 28 mm 7 mm

6 mm

19 mm

19 mm

F7

26 mm

38 mm

12 mm

6 mm

47 mm

28 mm

6 mm

6 mm

38 mm

28 mm

F6

FIN LENGTH VARIES

F7

6 mm

FIN LENGTH VARIES

F7

47 mm

47 mm

ALU

F10

F6

F6

F10

F10

FIN LENGTH VARIES FIN LENGTH VARIES

FIN LENGTH VARIES FIN LENGTH VARIES

A

6 mm 6 mm 13 mm

3

3

12

RCP | SOFFIT PANELS AT INTERMEDIATE JOINT

2

SCALE 6" = 1' - 0"

RCP3 | SOFFIT RCP | SOFFIT PANELSPANELS AT INTERMEDIATE AT INTERMEDIATE JOINT JOINT

2

SCALE 6" = 1' - SCALE 0" 6" = 1' - 0"

11

10

9

6 mm 6 mm6 mm 6 mm RCP | SOFFIT PANELS AT 13 mm 13 mmUNIT JOINT SCALE 6" = 1' - 0"

RCP2 | SOFFIT RCP | SOFFIT PANELSPANELS AT UNITAT JOINT UNIT JOINT SCALE 6" = 1' - SCALE 0" 6" = 1' - 0"

8

7

Danielle Tellez Portfolio | 11

6

6 6

2

3

4

5

2

3

4

5

1

H

F10

F10

6 mm

F10

6 mm

6 mm 130 mm

F10

130 mm

6 mm 171 mm 92 mm

171 mm

92 mm

G 305

305 mm O.C. TYP.

NGTH VARIES

6 MM ALUMINUM SOFFIT FIN 6 MM ALUMINUM SOFFIT FIN

F7

F7

3 MM PERFORATED ALUMINUM BACK PANEL

89 mm

3 MM PERFORATED ALUMINUM BACK PANEL

26 mm

38 mm

89 mm

43 mm

33 mm

26 mm

19 mm

38 mm

19 mm

38 mm

28 mm

43 mm

7 mm 19 mm

19 mm

6 mm

38 mm

28 mm

48 mm

7 mm 19 mm

6 mm

80 mm

6 mm

F

48 mm

33 mm

19 mm

260 mm

6 mm

54 mm

80 mm

6 mm

260 mm

54 mm VARIES (ALWAYS LESS THAN 152 mm)

25 mm

F5

VARIES (ALWAYS LESS TH 25 mm

6 MM ALUMINUM FILLER PLATE

F5

25 mm 25 mm

E

6 MM ALUMINUM FILLER PLATE

m

25 mm

75MM X 75MM X 3.2MM 6061 T6 ALUMINIUM TUBE FRAME

25 mm 25 mm

75MM X 75MM X 3.2MM 6061 T6 ALUMINIUM TUBE FRAME

3 mm 13 mm

25 mm 25 mm

F7

6 MM ALUMINUM FIN

6 mm

25 mm

45 mm

F7

92 mm

D

6 MM ALUMINUM FIN

92 mm 25 mm F7

6 MM ALUMINUM FILLER PLATE

25 mm

25 mm

25 mm

F7 3 MM PERFORATED ALUMINIUM SOFFIT PANELS

ENGTH VARIES

6 MM ALUMINUM FILLER PLATE

25 mm 25 mm

1" 67 mm 1"

6 MM METAL FIN

3 MM PERFORATED ALUMINIUM SOFFIT PANELS

1"

1"

C

26 mm

1"

6

1"

43 mm

32 mm

44 mm

19 mm 38 mm

26 mm

100 mm

33 mm

31 mm 19 mm

3 mm

38 mm 19 mm

26 mm 32 mm 12 mm

43 mm 3 mm

B

NT

43 mm

32 mm

44 mm

19 mm 38 mm

1

3 mm

STUDIO + FACTORY + SUPPLY 236 WEST 26TH STREET UNIT 5NW, Flr 5 NEW YORK, NY 10001 Ph. +1 646 407 7908

UNIT JOINT

SHEET SIZE

` 1/32 in

UNLESS SPECIFIED COPYRIGHT: Urban Art Projects all rights reserved. The work depicted on this document is covered by copyright. It cannot be copied or reproduced in any formSTUDIO be it graphic, electronic mechanical including + FACTORY + or SUPPLY photocopying without 236 the written of URBAN ART PROJECTS. WESTpermission 26TH STREET

6

5

12

UNIT 5NW, Flr 5 NEW YORK, NY 10001 Ph. +1 646 407 7908

SCALE 6" = 1' - 0"

4

31 mm 19 mm

38 mm 19 mm

DRAWING TITLE:

SHoP Architecture

CLIENT:

26 mm 32 mm 12 mm

43 mm 3 mm

ENLARGED ELEVATIONS

SECTION | SOFFIT PANELS SOFFIT DETAILS SCALE 6" = 1' - 0" C3631A SITE Santa Fe

ARCH D TOLERANCE

26 mm 100 mm 33 mm SECTION | SOFFIT PANELS

1

PROJECT:

DRAWN BY: UAP APPROVAL:

DANIELLE TELLEZ NOEL HERNANDEZ

CLIENT APPROVAL:

SHEET SIZE

ARCH 3 D

TOLERANCE

` 1/32 in

UNLESS SPECIFIED COPYRIGHT: Urban Art Projects all rights reserved. The work depicted on this document is covered by copyright. It cannot be copied or

ISSUED FOR APPROVAL

DATE: 02/24/17

DRAWING STATUS:

DATE: 02/24/17

DRAWING NUMBER:

CLIENT:

DATE:

SHoP Architecture U655 2

PROJECT:

REV:

DRAWING TITLE:

1

A

A

ENLARGED ELEVAT SOFFIT DETAIL

C3631A SITE Santa Fe

DRAWN BY: UAP APPROVAL:

DANIELLE TELLEZ NOEL HERNANDEZ

DATE: 02/24/17

DRAWING STATUS:

DATE: 02/24/17

DRAWING NUMBER:

ISSUED FOR APPROVAL

Danielle Tellez Portfolio | 13

02

SHoP: The Wharf

The Wharf is a mixed-use office complex, a part of the newly developed waterfront district in Washington D.C. The office facade is a soft monument of tilted reflective glazing and silvery anodized aluminum frames. An amoebous amenity terrace separates it from the public plaza and islands of retail below. The glazing is curved in the retail and office facades and faceted at the terrace. I developed and documented all curtain wall facades during DD and CD.

2018

14

Construction Photos

Danielle Tellez Portfolio | 15

F

E

SOFFIT

14' - 4 1/2"

11 1/4"

MTL-02

7

A0306

A0306

L1-08 B1

1' - 5 1/4"

ST-01

11"

11"

GL-1B

GL-1A UON

GL-1C

1

MTL-02

6

8

A0306

A0306

5

2

ST-01

GL-1A UON

A0306

A0306

3

4

PLAZA

3' - 0"

Level 01 Plan - Retail

SOFFIT

16' - 2 3/4"

MTL-02

A0307 1

ST-01

LEVEL 1 RETAIL ELEVATION KEY PLAN

9

3/64" = 1'-0"

A0001

A0306

2' - 3"

3' - 0"

INSULATED METAL PANEL TO BOTTOM OF SLAB ABOVE SOFFIT LINE

SOFFI T

15' - 7 1/4"

MTL-02

A0307

GL-1B

A0307

2

ST-01

L1-38 B1

GL-1A UON

3"

7 1/2"

7 1/2"

3

P7 SOUTH PLAZA RET

MTL-02

4 A0307

Level 02 Plan - Amenity

LEVEL 2 BELT ELEVATION KEY PLAN 1

2

5

3/64" = 1'-0"

A0300

3

A0307

ST-01

4

A0308 9

9

10

SOFFIT

GL-2C

A1

A2

GL-2C

A0308

MTL-02

L2-05 B1

4

2' - 3"

3' - 0"

11

INSULATED METAL PANEL TO BOTTOM OF SLAB ABOVE SOFFIT LINE

GL-2C

LEVEL 02 33.83

3' - 11 1/4"

8

MTL-02

MTL-02

GL-1A UON

L1-25 B1

8

7

A0308

A1

L1-24 B1

A2

14' - 8"

B

GL-1D

GL-1B

7 1/2" 1' - 0 1/4"

ST-01

A0308

GL-1B

1' - 0 1/4"

6 1/2"

16' - 2 3/4"

MTL-02

GL-1B

LEVEL 01 14.60 C1

C2

ST-01

C3

GL-1A UON

D

E

12 A0404A

P7 PEDESTRIAN PASSAGE RETAIL ELEVATION FACING SOUTH 5

8

1/8" = 1'-0" 3

A0306

A0306

A0308

GL-2C

GL-2C L2-02 B1

I

L2-03 B1

H

G2

G1

F

3 A040

LINE OF SOFFIT

6

2

A0308

Level 04 Plan - Roof

A0308

GL-2A UON

L2-07 B1

LEVEL 11 PENTHOUSE ELEVATION KEY PLAN

LINE OF PAVER

I

16

PT-05d

H

3/64" = 1'-0"

G2

GL-2C

1 A0300

L2-08 B1

A0308

G1

F 6

7

A0408

A0408

8 A040

Danielle Tellez Portfolio | 17

18

WT-01A PLAN AT DOOR

1/2" = 1'-0"

WT-01A PLAN AT DOOR

1/2" = 1'-0"

8

A0401A A0401A

LEVEL 02 33.83 LEVEL 02 33.83

ALIGN TYP. ALIGN TYP. MTL-02 MTL-02

ALIGN TYP. ALIGN TYP.

GL-01 GL-01

GL-01 GL-01

ALIGN TYP. ALIGN TYP. ST-01 ST-01

SEE A0306 FOR WALL BASE HEIGHTS

STONE WALL BASE VARIES IN HEIGHT

SEE A0306 FOR WALL BASE HEIGHTS

STONE WALL BASE VARIES IN HEIGHT

LEVEL 01 14.60 LEVEL 01 14.60

WT-01A TYP ELEVATION

1/2" = 1'-0"

WT-01A TYP ELEVATION

1/2" = 1'-0"

SEE A0207 FOR WT-01A MODULATION

R

INTERIOR

EXTERIOR

INTERIOR

EXTERIOR

EQ

VA

V RI ARI ES ES

SEE A0207 FOR WT-01A MODULATION

4

5 A0411 5 A0411

PT-02d

A0401A 4

PT-02d PT-02d

A0401A

PT-02d GL-01

4 A0410 4 A0410

VARIES

VARIES

VARIES

Sim Sim

EQ EQ

GL-01

VARIES

EQ

10 R '-0 10 " '0"

EQ EQ

Danielle Tellez Portfolio | 19

5 A0300 A0300

5

A

A

Perkins Eastman 115 Fifth Avenue New York, NY 10003 tel

WHARF 6+7

GLASS GUARDRAIL TERRACE LEVEL 02 33.83

6"

LEVEL 02 33.83

PARCELS 6 & 7 WASHINGTON, DC 20024

4' - 2"

MTL-02

212.353.0146

3 A0410

3' - 0"

CEILING FINISH BY TENANT

PT-02d

2 A0410

PT-02d

EXTERIOR

GL-01

INTERIOR

VARIES

PT-02d

ST-01 PT-02d 1 A0410

VARIES

VARIES

LANDSCAPE AND STRUCTURE BY OTHERS

LEVEL 01 14.60

A TYP ELEVATION

1/2" = 1'-0"

LEVEL 01 14.60

5 A0300

A0401A

WT-01A TYP SECTION

1/2" = 1'-0"

4 A0311

A0401A

SIT

EQ

EXTERIOR

4 3 2 1

9/27/18 6/15/2018 3/1/2018 6/2/2017

FACADE PACKAGE DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 50% SCHEMATIC DESIGN 100%

NO.

DATE

ISSUANCE

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH MAY N OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR COMPLETION O

BY OTHERS. COPYRIGHT © 2018 SHoP ARCHITECTS PC. ALL RIGHTS RESERVED.

NOT FOR CONSTRUCTION

EQ

DRAWING TITLE

WT-01A - STOREFRONT - T SEAL & SIGNATURE

DATE PROJECT NO. DRAWN BY CHECKED BY

SEE ELEVATIONS FOR GLASS TYPE

DOB NO.

WT-01A04 DRAWING NUMBER

20

WT-01A TYP ENLARGED PLAN

1/2" = 1'-0"

1 A0401A

SEE A0211 FOR WT-02B MODULATION SEE A0211 FOR WT-02B MODULATION

A0420 5 A0420

Sim

WT-02B TYP ENLARGED PLAN AT NE WT-02B TYP ENLARGED PLAN AT NE

A0404B

A0404B

A0404B 4 A0404B

GL-05

GL-05

GL-05

GL-05 CURVED FASCIA CURVED FASCIA LEVEL 03 48.00 LEVEL 03 48.00

MTL-02

MTL-02

MTL-02

MTL-02

MTL-02

MTL-02

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

ALIGN TYP. ALIGN

ALIGN TYP. ALIGN

TYP.

TYP.

LEVEL 02 33.83 LEVEL 02 33.83

MTL-02

MTL-02

MTL-02

MTL-02

CURVED FASCIA CURVED FASCIA

WT-02B TYP ELEVATION AT BRIDGE WT-02B TYP ELEVATION AT BRIDGE

A0404B

A0404B

A0404B

4

A0404B

A0404B

8 8 A0404B

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

5 A0421 5 A0421

Sim Sim

5 5 A0404B

A0300

A0404B

4 A0404B

PT-02d VARIES VARIES VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

EXTERIOR

A0300

A0404B 4

INTERIOR INTERIOR

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

PT-02d GL-02 GL-02

VARIE S VARIE S

EXTERIOR

SEE A0211 FOR WT-02B MODULATION SEE A0211 FOR WT-02B MODULATION

WT-02B TYP ENLARGED PLAN AT BRIDGE WT-02B TYP ENLARGED PLAN AT BRIDGE

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

Danielle Tellez Portfolio | 21

2 2 A0404B A0404B

WHARF 6+7 WT-02B TYP ENLARGED RCP AT NE

7

1/2" = 1'-0"

A0300

GL-05 4 A0420

CURVED FASCIA MTL-02

1 A0432

TERRACE

INSULATED METAL PANEL ABOVE SOFFIT LINE, TYP

A0404B

Sim

PARCELS 6 & 7 WASHINGTON, DC 20024

15 A0550

3 A0420

LEVEL0303 LEVEL 48.00 48.00

LEVEL 03 48.00

1' - 9"

2' - 4 3/4"

6"

6"

PAVER

PT-02d CEILING FINISH BY TENANT

PT-02d AT REVEAL, TYP.

PT-02d

MTL-02 GL-02

GL-02 PT-02d

TERRACE

EXTERIOR

11' - 6"

GL-02

11' - 6"

GL-02

PT-02d

INTERIOR

INTERIOR

PT-02d

PT-02d

GL-05

PAVERS

PAVER HIDDEN FOR CLARITY FLOOR FINISH BY TENANT 3"

FLOOR FINISH BY TENANT

LEVEL 02 33.83

2' - 1 3/4"

1' - 4"

6"

1' - 1 1/4"

LEVEL0202 LEVEL 33.83 33.83

3 A0410

Sim

SITE DIAG

1 A0420

CURVED FASCIA MTL-02 WT-02B

2

TYP ELEVATION A0420

WT-02A

1/2" = 1'-0"

12SEE A0403 A0307

WT-02B TYP SECTION AT TERRACE

A0404A

WT-02B TYP SECTION AT BRIDGE

1/2" = 1'-0"

A0311

A0404A

4 A0304

A0404B

4

ROLLER SHADES

11

1/2" = 1'-0"

A0404B

1

9/27/18

FACADE PACKAGE

NO.

DATE

ISSUANCE

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH MAY NOT BE USED OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF THIS PRO

BY OTHERS.

TERIOR RIOR

PT-02d

CHANGE IN CURVATURE

11

COPYRIGHT © 2018 SHoP ARCHITECTS PC. ALL RIGHTS RESERVED.

A0404A

NOT FOR CONSTRUCTION

GL-02 DRAWING TITLE

GL-02 5 A0420

PT-02d SEAL & SIGNATURE

DATE PROJECT NO.

VAIR ES

RIOR

WT-02B - PREMIUM OFFICE ATYPICAL

DRAWN BY

VARIES

VARIES

CHECKED BY DOB NO.

VA RIE S

DRAWING NUMBER

VARIES VARIE S

22

WT-02B TYP ENLARGED RCP AT BRIDGE S VARIE

1

VARIES

1/2" = 1'-0"

A0300

A0404B

A0404

WT-02 7

EXTERIOR

1 A0430

MTL-01 TYP.

LEVEL 10 130.25 T.O. PARAPET 144.33

MTL-02

LEVEL 10 130.25 T.O. PARAPET 144.33

LEVEL 11 143.33

TYP

LEVEL 04 59.75

TYP

LEVEL 05 71.50

MTL-02

LEVEL 11 143.33

MTL-02

13 A0550

LEVEL 05 71.50

GL-03

1 A0431A

TYP

ALIGN TYP

2' - 4"

HANDRAIL GL-05

LEVEL 04 59.75

11' - 9"

PER WITH MTL-02 COVER LEVATIONS FOR LOCATIONS ER TO KH DETAIL

1 A0431B

MTL-01 TYP

11' - 9"

EXTERIOR

LEVEL 03 48.00

EXTERIOR EXTERIOR

LEVEL 03 48.00

MTL-02

MTL-02 TYP

1 A0432 1 A0430

MTL-01 TYP. 10 LEVEL 04 130.25 59.75

9

WT-03 TYP ELEVATION AT CORNER

A0406

8

1/2" = 1'-0"

A0300

LEVEL 05 71.50

A0406

LEVEL 05 71.50

GL-03

MTL-01

2' - 8 1/4"

CHANGE IN CURVATURE SEE A0216 FOR MODULATION

TYP

2' - 10 5/8"

MTL-01

TYP

15°

ROLLER SHADE

11' - 9"

A0300

MTL-01 PT-01d

EXTERIOR 11' - 9"

1/2" = 1'-0"

10 LEVEL 04 130.25 59.75

GL-03

30 ° EXT. FACE OF GLASS BELOW

1/8 " 5' 9

LEVEL 03 48.00

TYP

MTL-02 1 1 A0430 A0432

° 30

EXT. FACE OF GLASS ABOVE INTERIOR

EXT. FACE OF GLASS BELOW LEVEL 04

15°

59.75

1/2" = 1'-0"

/8" 91 5' -AT CORNER WT-03 TYP ELEVATION

A0300

A0406

2' - 10 1/2"

2' - 0 1/2"

INTERIOR

LEVEL 04 59.75

MTL-01 TYP.

9

6" 0' R1

EXT. FACE OF GLASS ABOVE

MTL-02 CHANGE IN CURVATURE SEE A0216 FOR MODULATION

EXTERIOR

- 0"

0"

- 6"

R 10' - 0"

LEVEL 03 48.00

'11

A0406

R 10'

A0254

R 10'

6

R

1/2" = 1'-0"

1 A0435

1/2" = 1'-0"

30°

8 A0300

A0406

5' - 9

EXTERIOR

5' - 0"

GL-03

A0406

IN CURVATURE WT-03 TYP ENLARGED PLAN CHANGE AT CORNER L 3,5,7,9 SEE A0216 FOR MODULATION

2

1/2" = 1'-0"

Danielle Tellez Portfolio | 23 A0406

WT-03 ENLARGED PLAN 11' - 9"

TYP

3

/4"

ROLLER 1/2" = 1'-0"SHADE

5 1/2"

TERRACE

2' - 8 1/2"

LEVEL 11 143.33

MTL-02

13 A0550

GL-05 2' - 4"

T.O. PARAPET 144.33

1' - 0"

MTL-01 TYP.

5 1/2"

T.O. PARAPET 144.33 LEVEL 11 143.33

TERRACE

2' - 8 1/2"

MTL-01 TYP.

LEVEL 11 143.33

1 13 A0431B A0550

1' - 0"

1 A0431A MTL-02 2' - 4"

T.O. PARAPET 144.33

MTL-01

T.O. PARAPET 144.33 LEVEL 11 143.33

CEILING FINISH BY TENANT

1 A0431A

GL-03

11' - 9"

1 A0431B

PT-01d MTL-01

GL-03

11' - 9"

EXTERIOR

CEILING FINISH BY TENANT

INTERIOR

PT-01d CLIENT

LIGHTIN

WHARF DISTRICT MASTER DEVELOPER

MCLA

MTL-01

760 Water Street, SW Washington, DC 20024

1000 Potoma Washington, D

MTL-01

tel

EXTERIOR

FLOOR FINISH BY TENANT INTERIOR LEVEL 10 130.25

LEVEL 10 130.25

MTL-01 MTL-01

FLOOR FINISH BY TENANT 10 LEVEL 05 130.25 71.50

10 LEVEL 05 130.25 71.50

202.686.0010

DESIGN ARCHITECT SHoP ARCHITECTS 233 Broadway 11th Floor New York, NY 10279

05 CEILING FINISHLEVEL

BY TENANT 71.50

GL-03

11' - 9"

PT-01d MTL-01

CEILING FINISH BY TENANT

MCLASAF LIFE

760 Water Street, SW WDG ARCHITECTURE Washington, DC 20024 1025 Avenue, NW tel Connecticut 202.686.0010 Washington, DC 20036

WATERP tel 4

SHoP ARCHITECTS STRUCTURAL

SGH FACADE

233 Broadway 11th Floor SK&A DC Engineers New York, NYStructural 10279 1155 Avenue, NW #800 tel Connecticut 212.889.9005 Washington, DC 20036

LIFE SAF tel 2

WDG ARCHITECTURE MEP ENGINEER

Jensen Hu VERTICA

11' - 9"

PT-01d

FACADE tel 3

SK&A DC Structural Engineers FACADE

Lerch Bate

1155 Connecticut Avenue, NW #800 Knippers Washington, Helbig DC 20036 75 Broad Street, Suite 2003 tel 202.659.2520 New York, NY 10004

1430 Broadwa New York, NY

MEP ENGINEER tel 212.313.9618

VERTICA

Girard Engineering ENVIRONMENTAL DESIGN

Lerch Bate

7600 Leesburg Pine, West Blg., Suite 310 Atelier 10 VA 22043 Falls Church, 45 East 20th Street, 4th Floor tel 703.442.8787 New York, NY 10003

4201 Northvie Bowie, MD 20

FACADE tel 212.254.4500

510 King Street, #300 tel 212.313.9618 Alexandria, VA 22314

Atelier 10 HORIZONTAL

45 East 20th Street, 4th Floor Perkins New York, Eastman NY 10003 115 Fifth Avenue tel 212.254.4500 New York, NY 10003

MTL-01

LANDSCAPE tel 212.353.0146

Rhodeside & Harwell

1 A0430 EXTERIOR

FLOOR FINISH BY TENANT INTERIOR LEVEL 04 59.75

MTL-01

LEVEL 04 59.75

MTL-01

510 King Street, #300 Alexandria, VA 22314

WHARF 6+7

tel

FLOOR FINISH BY TENANT

MTL-01

LEVEL 04 59.75

LEVEL 04 CEILING FINISH

BY TENANT 59.75

703.683.7447

HORIZONTAL

Perkins Eastman

PARCELS 6 & 7 WASHINGTON, DC 20024

115 Fifth Avenue New York, NY 10003 tel

1 A0430

212.353.0146

WHARF 6+7 PARCELS 6 & 7 WASHINGTON, DC 20024

GL-03

11' - 9"

PT-01d MTL-01

CEILING FINISH BY TENANT

GL-03 EXTERIOR ' - 9"

24

PT-01d

INTERIOR

3610 Comme Lerch Bate Baltimore, MD 4201 Northvie tel 4 Bowie, MD 20

STRUCTURAL tel 703.442.8787

ENVIRONMENTAL DESIGN tel 703.683.7447

MTL-01

1828 L St NW Lerch Bate Washington, D 1430 tel Broadwa 2 New York, NY

ARCHITECT OF RECORD tel 202.659.2520

75 Broad Street, Suite 2003

INTERIOR

1000 Potoma Jensen HuD Washington, 3610 Comme tel 2 Baltimore, MD

DESIGN ARCHITECT 202.857.8300 tel

Rhodeside & Harwell New York, NY 10004

GL-03

1828 L St NW Washington, D

WHARF DISTRICT MASTER DEVELOPER ARCHITECT OF RECORD

Knippers Helbig LANDSCAPE

EXTERIOR

SGH

LIGHTIN tel 2

7600 Pine, West Blg., Suite 310 202.857.8300 tel Leesburg Falls Church, VA 22043

MTL-01

2

CLIENT tel 212.889.9005

1025 Connecticut Avenue, NW Girard Engineering Washington, DC 20036

LEVEL 05 71.50

tel

WATERP

WT-03

tel

tel

2

3

Danielle Tellez Portfolio | 25

03

SHoP: Milan U.S. Consulate

The New Office Building for the U.S. Consulate General in Milan is the heart of the New Consulate Compound, surrounded by many beautiful historic structures.

The facade consists of glass bay windows that are feathered outward and stepped upward in section to subtly transition from the more public to the private and more secure spaces of the building. The stone rainscreen is an undulating CNC-milled surface that tapers to a flat line at the roof. The facade was designed to be anticlimb and withstand blast and forced entry. I led the design, documentation, and coordination of the facade from SD through IFC.

2019 - 2020

26

1

G1000

SOUTH EAST AXONOMETRIC VIEW

Danielle Tellez Portfolio | 27

U.S

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WARNING:This repr writt U.S. this of th

F

1: 100

2

0

Rev #

CONS CONS ISSUE IFC AD E

D

Architectu SHoP Arc 233 Broa New York 212.889.9

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Structura Thorton T 51 Madis New York 917.661.7

MEP, Life Technica Mason & 4880 Sad Glen Alle 804.285.4

Lighting Tillotson 40 Worth New York 212.675.7

Vertical T Lerch Ba 1430 Bro New York 212.596.4

B

Food Ser Hopkins F 7906 Mac Cabin Jo 301.320.9

Release For Co Drawing Title

3

28

CAD Plot Scale 1:1

NOTE: ALL QUANTITIES AND AREA TAKEOFFS ARE PRELIMINARY AND TO BE USED FOR INFORMATION ONLY. IF USED FOR PRICING PURPOSES ALL QUANTITIES ARE TO BE INDEPENDENTLY VERIFIED.

BAY DEPTH

360

FACE OF GLAZING OR FACE OF STONE FACE OF ANODIZED ALUMINUM

175

2075

175

175

340 2075

2250 1A.3

G

65

65

65

350

H

350

1C.3

175

175

2075

2250

2250

1B.3

1C.3

250

360 250

250

MODULE 1B - 1 SIDE STONE

100

2000

250

MODULE 1C - 1 SIDE GLAZING

250

2000

MODUL

MODULE 1D - 2 SIDES STONE

2250

2250

2250

1A.4

1B.4

1C.4

175

2075

175

175

350 2075

175

175

2075

2250

2250

2250

1B.3

1C.3

1D.3

175

175

140

550

1A.3

175

175

65

65

2075

315

2250

D

340

350 65

65

350

360

F

440

450 2000

MODULE 1A - FULL GLAZING

100

100

450

360

E

1925

2000

250

250

2000

1A.5

2250

1A.4

5

250

250

2000

2250

2250

1B.4

1C.4

250

WT-01 PANEL TYPES

A7001

1 : 25

315

A200

440

450 100

450

2250 100

250

325

360

360

325

100

E

ST-001C

550

D

INTERIOR STONE REFER TO LOCATIONS IN THE OVERALL PLANS

140

C 325

1925

325

2250

FE/BR AND BLAST RATED ASSEMBLY

1A.5

A200

5

A7001

ST-101

WT-01 PANEL TYPES

WIRE SAW CUT HIGH DENSITY LIMESTONE REFER TO 3D GEOMETRY IN BIM MODEL

1 : 25

ST-001C

C

INTERIOR STONE REFER TO LOCATIONS IN THE OVERALL PLANS

CENTERLINE OF ARC AND START OF SINE CURVE FE/BR AND BLAST RATED ASSEMBLY

EQ

EQ

ST-101

GL-101

WIRE SAW CUT HIGH DENSITY LIMESTONE REFER TO 3D GEOMETRY IN BIM MODEL

60 CENTERLINE OF ARC AND START OF SINE CURVE

EQ

EQ

EQ

370

EQ

765 DLO 325

60

B

GL-104

15 MIN FE/BR GLAZING OR NON-RATED GLAZIN SEE A7005 - 8 FOR SHA

370

8 MAX

910

670

670

910

910

F.O.S. ARC STARTING POINT ALIGNS WITH ANODIZED ALUMINUMCLADDING

A200

4

A7001

1

A200

A200

2

4

A7001

F.O.S. ARC STARTING POINT ALIGNS WITH ANODIZED ALUMINUMCLADDING 3

F.O.B 670

BAY WIDTH F.O.G. LINES CONVERGE AT WORKING POINT

2250

1 : 10

F.O.B.

W.P.

2250

670

BAY WIDTH

WT-01 STONE GEOMETRY A

125 25

W.P.

2250 BAY WIDTH 670

A

550 BAY DEPTH

450 BAY DEPTH

R = 1650

R =2095 125 25

W.P.

LO

F.O.G.

F.O.B.

8 MAX

670

340 BAY DEPTH

R =2095

R = 1650

340 BAY DEPTH

8 MAX

F.O.S. 17°

8 MAX

F.O.S.

F.O.G.

25°

360

F.O.S.

60 3F.O.S.

440 D

F.O.G.

31°

50

440 BAY DEPTH

50

440 BAY DEPTH

440

O DL

350 BAY DEPTH

B

3

A7001

WT-01 GLAZING GEOMETRY 1 : 10

4

UNCLASSIFIED 5

WT-01 STONE GEOMETRY 1 : 10

A200

Danielle Tellez Portfolio | 29

3

A7001

WT-0 1 : 10

175

175

2075

175

175

340

United States Department of State OVERSEAS BUILDINGS OPERATIONS

2075

2250

2250

1C.3

1D.3

175

65

Washington, D.C.

65

65

350

340

H

2075

175

1

2250

U.S. NEW CONSULATE 1E.3 COMPOUND Milan, Italy WARNING: This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of: Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

100

440

G

MODULE 1E - FULL STONE 250 2000

ONE 250

250

2250 F

1C.4 1: 25 500

340

0

1000

2000 14.84°

65

175

2075

175

175

Revisions

2250

Rev #

1E.3

E

Description

Date

SCHEMATIC DESIGN (15%) DESIGN DEVELOPMENT (35%) CONSTRUCTION DOCUMENTS 1 (60%) CONSTRUCTION DOCUMENTS 2 (90%) CONSTRUCTION DOCUMENTS 3 (100%) ISSUED FOR CONSTRUCTION IFC ADDENDUM

02/15/2019 05/17/2019 11/11/2019 02/14/2020 04/17/2020 05/15/2020 06/23/2020

STEEL SUPPORT STRUCTURE

STONE, GLAZING, AND FRAMING

R STONE O LOCATIONS IN THE OVERALL PLANS

ANODIZED ALUMINUM CLADDING

FULL BAY ASSEMBLY

670

30

3

550 BAY DEPTH

125 25

Vertical Tansportation/ Facade Access Lerch Bates 1430 Broadway #908 New York, NY 10018 212.596.4690

Signage Mijksenaar 106 West 32nd St Suite 111 New York, NY 10001 212.447.4847

Food Service Hopkins Food Service 7906 MacArthur Blvd, #100 Cabin John, MD 20818 301.320.9200

Water Feature CMS Collaborative 1100 Water Street, 2C Santa Cruz, CA 95062 831.425.3743

2250

WT-01 PANEL TYPES W.P.

910

670

CAD Plot Scale Drawing Scale Phase SD 1:1 As indicated F.O.B. 35%(DD) OBO Project Number 60%(CD1) 19AQMM18F2818 CAD File Name MIL-NOB-A7001-WT-01 PANEL TYPES.dwg

WT-01 GLAZING GEOMETRY 1 : 10

Date

06/23/2020 DMT

9

Checked By

VARIES PER BA

MAP A/E Project Number 2008237.06

UNCLASSIFIED

WT-01 A200

UNCLASSIFIED

40 90%(CD2) 100%(CD3) IFC MULLION W

NOB A7001

Sheet Number

BAY WIDTH 8

A

Drawn By

WT-01 STRUCTURE AND ANODIZED ALUMINUM CLADDING GEOMETRY F.O.G. LINES CONVERGE AT WORKING POINT

160

125

BAY DEPTH

Local Architect Genius Loci Via Comelico, 3 Milan, IT 20135 +39 02 073 88 808

VARIES

325 VARIES 20

STEEL DEPTH FACE OF A.A. SHELF VARIES PER BAY DEPTH

Lighting Tillotson Design Associates 40 Worth St #703 New York, NY 10013 212.675.7760

Drawing Title

670

BAY WIDTH

7

A7001

W.P.

F.O.B.

1 : 10

Landscape Rhodeside & Harwell 510 King St #300 Alexandria, VA 22314 703.683.7447

Release For Construction: F.O.A.

2250

6

A200

B

F.O.G.

910

670

1

F.O.G.

LO

VARIES PER BAY DEPTH SEE PANEL TYPES 670

A7001

440 D

SHELF WIDTH

VARIES PER BAY DEPTH

A200

450 BAY DEPTH

125

30

MULLION WIDTH

F.O.B.

ANODIZED ALUMINUM CLADDING

F.O.G.

350 BAY DEPTH

VARIES

STEEL DEPTH

MULLION DEPTH

VARIES PER WALL TYPE

125 25

31°

17°

25°

45°

F.O.B.

40

MT-101

20

20

LO

W.P.

D

40

75

40

440

W.P.

HORIZONTAL STRUCTURE ALIGNS WITH F.O.G. HORIZONTAL STRUCTURE BELOW

75

440 D

EQ

765 DLO

O DL

Arlington, VA 22209 571.366.6800

MEP, Life Safety, Sustainability, Technical Security + Telecom Mason & Hanger 4880 Sadler Rd #300 Glen Allen, VA 23060 804.285.4171

30

15 MIN FE/BR GLAZING OR NON-RATED GLAZING SEE A7005 - 8 FOR SHADOW BOX CONDITIONS

160

New York, NY 10010 917.661.7800

15 MIN FE/BR GLAZING Structural Civil OR NON-RATED GLAZING Thorton Tomasetti Langan SEE A7005 - 8AveFOR SHADOW BOX CONDITIONS 51 Madison 1300 Wilson Blvd #450

STEEL DEPTH

EQ

SEE A7000 FOR MULLION SCHEDULE AND WALL TYPE DESCRIPTIONS STRUCTURAL SIZING IS PERFORMANCE BASED

GL-104

Building Envelope Thorton Tomasetti 51 Madison Ave New York, NY 10010 917.661.7800

GL-101233 Broadway GL-104

C

LINE OF ARC AND START OF SINE CURVE

New York, NY 10279 212.889.9005

Architecture SHoP Architects

WT-01 EXPLODED AXON

MULLION DEPTH

2

A7001

W CUT HIGH DENSITY LIMESTONE O 3D GEOMETRY IN BIM MODEL

VARIES PER WALL TYPE

ND BLAST RATED ASSEMBLY

GL-101

D

1

A7001

WT-01 S 1 : 10

3

2

A7100 3

4

4

2

5

6

5

6

UNCLASSIFIED

4

5 UNCLASSIFIED

2

A7100

4

5 LEVEL 3

25

2

1

+141200 MSL

25

1

+141200 MSL

LEVEL 3

SPANDREL PANELS SEE NOTES

2125

SPANDREL PANELS SEE NOTES

2125

MT-101

5000

5000

MT-101

GL-101

2875

2875

GL-101

LEVEL 2 +136200 MSL LEVEL 2

2525

+136200 MSL

2525

GL-101

2950

2950

5500

5500

GL-101

ST-103

LEVEL 1 +130700 MSL

ST-103

LEVEL 1 +130700 MSL

A2000

A2000

4

WT-01 - MULTI-STORY AT GRADE ELEVATION

4

WT-01 - MULTI-STORY AT GRADE ELEVATION

A7100

A7100

1 : 25

1 : 25

MT-101

2

PROTECTED SIDE

F.O.G.

MT-101

F.O.G.

STL TUBE MULLION STL TUBE MULLION

F.O.G.

MT-101 ST-103 MT-101

2250

2250

2250

2250

4

A7100

3

WT01 - RECEPTION AREA PLAN

3

WT01 - RECEPTION AREA PLAN

655

655

BAY WIDTH 940 TYP.

2250

2250SIDE ATTACK

2

ST-103

F.O.B.

655

STONE PAVERS

2250

BAY WIDTH TYP.

ATTACK SIDE

TYP.GROUND BUILD-UP SEE CIVIL & LANDSCAPE DWGS STONE PAVERS TYP.GROUND BUILD-UP SEE CIVIL & LANDSCAPE DWGS

1

1 : 25

1 : 25

ST-103

550

940

4

LIGHT FIXTURE

A7100

655

2250

A7100

LIGHT FIXTURE

1

GL-101

F.O.B.

MT-101 STL TUBE MULLION ST-103 MT-101

A7100

GL-101

225

STL TUBE MULLION

5

A7500

5 365

230

3

A7505

340

230 555

D

PROTECTED SIDE

A7500

MT-101

365

225 330

15 MIN FE/BR FRAME

5

7590

A7505

GL-101

D

F.O.B.

3

340

340

5

330

365

7590

A7100

F.O.B.

340

F.O.G.

F.O.B.

F.O.G.

4

2

F.O.B.

GL-101 SILL MT-101 15 MIN FE/BR FRAME

365 F.O.G.

DROP CEILING LINE ABOVE SILL MT-101

MT-101

A7100

4

550 555

DROP CEILING LINE ABOVE

3

4

UNCLASSIFIED

5 Danielle Tellez Portfolio | 31

UNCLASSIFIED

A7100

6

1

A7100

6

8 F.O.B.

7

5

9

D

F.O.G.

5

UNCLASSIFIED

1105 555

25

H LEVEL 3

LEVEL 3

+141200 MSL

+141200 MSL FIRE SAFING AND SMOKE SEAL

United States Department of OVERSEAS BUILDINGS OP Washington, D.C.

2

A7502

U.S. NEW CONS COMPOUN Milan, Ita

2125

2125

SHADOWBOX ASSEMBLY MONORAIL TRACK GL-104

FINISHED CEILING AS SCHEDULED MT-101

5000

5000

G 480

WARNING: This document is the property of the U reproduction and/or distribution is proh written permission of: Office of Overse U.S. Department of State, Washington this document is not to be altered exce of the individual whose seal appears h

2875

2875

GL-101

100

1

MT-101

F

LEVEL 2

25

LEVEL 2 +136200 MSL

+136200 MSL

A7500

1: 25 500

0

1000

2525

2525

GL-101

Revisions Rev #

ATTACK SIDE

PROTECTED SIDE

INTEGRATED LIGHT FIXTURE

E 5500

DESIGN DEVELOPMENT (35%) CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS (100%) ISSUED FOR CONSTRUCTION IFC ADDENDUM

2950

2750

5500

MT-101

Description

GL-101

FINISH FLOOR AS SCHEDULED

2

A7501 AVB-101

D

ST-103 LEVEL 1 +130700 MSL

200

STONE PAVERS

T.O.SILL

LEVEL 1 +130700 MSL

SEE LANDSCAPE WP-102 VR-101

A3300

2

A7100

WT01 - MULTI STORY AT GRADE SECTION 1 : 25

LEGEND

SHADOWBOX

C GENERAL NOTES

REFER TO A6110 FOR EXTERIOR FINISH TYPE SCHEDULE AND WATERPROOFING SCHEDULE

MT-101

REFER TO A7000 FOR EXTERIOR WALL TYPE SCHEDULE

F.O.G.

F.O.B.

REFER TO A7001-7007 FOR PANEL TYPES AND GEOMETRY

5

EXTERIOR FINISH LEGEND

365 GL-101 GL-104 MT-101 MT-102 MT-103 MT-107 MT-108 PT-101 ST-101 ST-103

GL-101

F.O.G.

555

330

225

230

340

MT-101 TAG

DESCRIPTION 15 MIN FE/BR SECURITY GLAZING NON-RATED GLAZING AT SHADOW BOX ANODIZED ALUMINUM ANODIZED ALUMINUM PAINTED METAL PLATE CORRUGATED ALUMINUM PANEL ANODIZED ALUMINUM METAL PANEL SEE SET B HIGH DENSITY LIMESTONE CLADDING GRANITE

B

ST-103

550

AVB-101 AVB-102 AVB-103 VR-101

2250

WP-101

STONE PAVERS

WP-102

TYP.GROUND BUILD-UP SEE CIVIL & LANDSCAPE DWGS

WP-103 WP-104 WP-105 WP-106 WP-107 WP-108

F.O

1

5

A7100

32

Bu Th 51 Ne 91

Structural Thorton Tomasetti 51 Madison Ave New York, NY 10010 917.661.7800

Ci La 13 Ar 57

MEP, Life Safety, Sustainability, Technical Security + Telecom Mason & Hanger 4880 Sadler Rd #300 Glen Allen, VA 23060 804.285.4171

La Rh 51 Ale 70

Lighting Tillotson Design Associates 40 Worth St #703 New York, NY 10013 212.675.7760

Lo Ge Via Mi +3

Vertical Tansportation/ Facade Access Lerch Bates 1430 Broadway #908 New York, NY 10018 212.596.4690

Sig Mi 10 Ne 21

Food Service Hopkins Food Service 7906 MacArthur Blvd, #100 Cabin John, MD 20818 301.320.9200

W CM 11 Sa 83

WATERPROOFING LEGEND

F.O.B.

UNCLASSIFIED

Architecture SHoP Architects 233 Broadway New York, NY 10279 212.889.9005

6

MARK

DESCRIPTION IMPERMEABLE AIR VAPOR BARRIER PERMEABLE AIR VAPOR BARRIER LIQUID APPLIED UV STABLE PERMEABLE AIR VAPOR BARRIER VAPOR RETARDER FOR SLAB ON GRADE BUILDING HDPE UNDER SLAB WATERPROOFING FOR SUB-LEVEL BITUTHENE 4000 SHEET FOR ACCESSIBLE FOUNDATION WALL PREPRUFE 160R FOR BLINDSIDE WATERPROOFING FOR BASEMENT LEVEL MONOLITHIC ROOF MEMBRANE WATER REPELLANT COATING LIQUID APPLIED WATERPROOFING AROUND ANTENNAE TANK LINER WATER FEAUTRE CEMENTITIOUS WATERPROOFING

Release For Construction: Drawing Title

WT-01A - GRA

CAD Plot Scale Drawing Scale Phas 1:1 As indicated OBO Project Number 19AQMM18F2818 CAD File Name MIL-NOB-A7100-WT-01A - GRAD A

WT-01

.B

WT01A - AXON AT GRADE

Date Drawn By

06/23/

Sheet Number

7

8

9

A

UN

LEVEL 5

RECESSED STONE OR SHADOW BOX

ROOF

FACE OF ANODIZED ALUMINUM

2C.3.R

1

2

3

NOTE: ALL QUANTITIES AND AREA TAKEOFFS ARE PRELIMINARY AND TO BE USED FOR INFORMATION ONLY. IF USED FOR PRICING PURPOSES ALL QUANTITIES ARE TO BE INDEPENDENTLY VERIFIED.

PANEL TYPE

FACE OF BUILDING

BAY DEPTH

FACE OF GLAZING OR FACE OF STONE

6

FACE OF ANODIZED ALUMINUM

15

15

2150

STONE

5

UNCLASSIFIED

2C.3.R 25

100

4

RECESSED STONE OR SHADOW BOX

240

H

T.O.P.

25

100

2225

25

25

2225

2250

2250

2250

2E.2.R

2E.1

2E.0

MODULE 2C - ONE SIDE SHADOW BOX

MODULE 2C - ONE SIDE GLAZING

25

MODULE 2E - ONE SIDE RECESSED

MODULE 2E - FULL STONE

G

175

175

EL TYPES

A200

100

100

340 65

65

2075

175

175

2075

2250

175

2250

MODULE 2E - CENTER RECESSED 2E.3 LEVEL 5

25

2150

3

175

240

240 25

100

E

175

MODULE 2E - ONE SIDE RECESSED 2C.3.S LEVEL 5

MODULE 2E - FULL STONE 2C.3 LEVEL 5

F

2075 2250

2250

MODULE 2E - FULL STONE 2E.3.R ROOF

MO

2150

100

100

15

2075

240

175

25

175

340

340 65

65

340

350

515

2150

25

100

2225

2250

2250

2250

2250

2E.2

2E.2.R

2E.2.R

2E.1

25

25

WT-02 PANEL TYPES - LEVEL 5 AND ROOF

A7003

4

1 : 25

A7002

CENTERLINE OF ARC AND START OF SINE CURVE ANODIZED ALUMINUM CLADDING MT-101

SEE A1700S FOR SLAB EDGE DIM

SHADOW BOX ASSEMBLY 15 MIN FE/BR GLAZING

MT-103

50 25 100

910

UNCLASSIFIED

3

4

5

GEOMETRY TAPERS FROM ROOF8 LEVEL TO T.O.P. MAX

VARIES

30 A200

1

A7002

WT-02 STONE GEOMETRY 1 : 10

6

7

15

2

VARIES

1 : 10 2250

BAY WIDTH

V 670

25

670

WT-02 SHADOW BOX

8 MAX

VARIES PER BAY DEPTH EQ

50 50

2

A7002

8 MAX

40

MIN

A200

MT-101

MULLIONCLADDING WIDTH ANODIZED ALUMINUM

EQ

BAY DEPTH

HED WINDOW

F.O.B.

50

2225

W.P.

F.O.B.

VARIES

BAY WIDTH

STRUCTURAL DEPTH

670

2250

8 MAX

670

VARIES

400

W.P.

910

15

670

B

25

VARIES

360

150 MIN

50 50

MIN

W.P.

F.O.S. ARC STARTING POINT ALIGNS WITH ANODIZED ALUMINUM CLADDING

VARIES

BAY DEPTH150

340 BAY DEPTH

2250

8 MAX BAY WIDTH

ST-101

MILLED HIGH DENSITY LIMESTONESTONE REFER TO 3D GEOMETRY IN BIM MODEL

50

670

EQ

45°

910

17°

F.O.B.

ALUMINUM SUBFRAME

DLO 440

25°

W.P.

EQ

150 MIN

EQ VARIES

VARIES

50

C

EQ

440 BAY DEPTH

VARIES

EQ

150 MIN

150 MIN EQ

GL-104

340 BAY DEPTH

65

E

NON-RATED GLAZING

VARIES

STRUCTURAL DEPTH

GL-101

150 MIN

D

8 MAX

W.P.

F.O.B.

2225 25

A200 A

2

A7003

WT-02 STONE TAPER GEOMETRY 1 : 10

670

910

670

2250 BAY WIDTH

Danielle Tellez Portfolio | 33

GEOMETRY TAPERS FROM ROOF LEVEL TO T.O.P.

25

H

United States Department of State OVERSEAS BUILDINGS OPERATIONS

Washington, D.C.

Rev

65

340

U.S. NEW CONSULATE COMPOUND Milan, Italy 2075

175

G

2250 2E.3.R

WARNING: This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of: Office of Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20520. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

E

MODULE 2E - ONE SIDE RECESSED

NE

F

STRUCTURAL WALL 1: 25 500

0

1000

Revisions

65

340

Rev #

2075

175

175

175

ANODIZED ALUMINUM CLADDING

2250

E

2E.3.R

2000 14.84°

WIRE SAW CUT STONE AND ALUMINUM SUBFRAME

Description

Date

SCHEMATIC DESIGN (15%) DESIGN DEVELOPMENT (35%) CONSTRUCTION DOCUMENTS 1 (60%) CONSTRUCTION DOCUMENTS 2 (90%) CONSTRUCTION DOCUMENTS 3 (100%) ISSUED FOR CONSTRUCTION IFC ADDENDUM

02/15/2019 05/17/2019 11/11/2019 02/14/2020 04/17/2020

D

05/15/2020 06/23/2020

FULL BAY ASSEMBLY

STRUCTURAL WALL

4

WT-02 EXPLODED AXON

A7002

WIRE SAW CUT STONE AND ALUMINUM SUBFRAME

1 : 50

D ANODIZED ALUMINUM CLADDING

C FULL BAY ASSEMBLY

4

CENTERLINE OF ARC AND START OF SINE CURVE

WT-02 EXPLODED AXON

A7002

212.889.9005

Building Envelope Thorton Tomasetti 51 Madison Ave New York, NY 10010 917.661.7800

Structural Thorton Tomasetti 51 Madison Ave

Civil Langan 1300 Wilson Blvd #450

Architecture SHoP Architects 233 Broadway

1 : 50

New York, NY 10279 ALUMINUM SUBFRAME

C SHADOW BOX ASSEMBLY

York, NY 10010 VA 22209 SEE New A1700S FOR SLAB EDGE DIMArlington, 917.661.7800 571.366.6800

MT-103

CENTERLINE OF ARC AND START OF SINE CURVE

NON-RATED GLAZING

MEP, Life Safety, Sustainability, Technical Security + Telecom Mason & Hanger 4880 Sadler Rd #300 Glen Allen, VA 23060 ST-101 804.285.4171

GL-104 ALUMINUM SUBFRAME

WIRELighting SAW CUT HIGH DENSITY LIMESTONESTONE Local Architect Tillotson Design Associates Loci REFER TO 3D GEOMETRY IN BIMGenius MODEL 40 Worth St #703 Via Comelico, 3

VARIES

150 MIN

SEE A1700S FOR SLAB EDGE DIM

EQ

VARIES

150 MIN

50 25 100

F.O.S. ARC STARTING POINT ALIGNS WITH ANODIZED ALUMINUM CLADDING

VARIES PER BAY DEPTH SEE PANEL TYPES 910

670

2250

MULLION WIDTH

FACE OF A.A. SHELF

45°

8 MAX 670

W.P.

1

A7002

F.O.A.

WT-02 STONE GEOMETRY

6

A200

1

A7002

WT-02 STONE GEOMETRY 1 : 10

34

7

BAY WIDTH

Date Drawn By

670

8

06/23/2020 DMT

9

Checked By

MAP A/E Project Number 2008237.06

NOB A7002

Sheet Number

2250

IED

CAD Plot Scale Drawing Scale Phase SD 90%(CD2) 1:1 As indicated 35%(DD) 100%(CD3) OBO Project Number 60%(CD1) IFC 19AQMM18F2818 CAD File Name MIL-NOB-A7002-WT-02 PANEL TYPES LEVELS 1 - 4.dwg

F.O.B. A

910

Dra

W.P.

VARIES PER BAY DEPTH SEE PANEL TYPES

670 1 : 10

Rel

ANODIZEDPANEL ALUMINUM TYPES CLADDING LEVELS 1 - 4 WT-02

F.O.B.

SHELF WIDTH

A200

Water Feature CMS Collaborative 1100 Water Street, 2C Santa Cruz, CA 95062 831.425.3743

Food Service Hopkins Food Service 7906 MacArthur Blvd, #100 Cabin John, MD 20818 301.320.9200

Drawing Title MT-101

ANODIZED ALUMINUM CLADDING

BAY WIDTH

VARIES PER BAY DEPTH

B

Release For Construction:

MT-101

F.O.A.

VARIES PER BAY DEPTH

FACE OF A.A. SHELF

R = 1650

R = 2095

R = 1650

F.O.S.

SHELF WIDTH

MULLION WIDTH VARIES PER BAY DEPTH 8 MAX

40

R = 2095

440 BAY DEPTH

8 MAX

F.O.S.

VARIES PER BAY DEPTH

40

8 MAX

B

F.O.S.

F.O.S. BAY DEPTH 340 BAY340DEPTH

440 BAY DEPTH

30

45°

F.O.B.

30

50

50

360

360

Milan, IT 20135 +39 02 073 88 808

Signage Vertical Tansportation/ Facade Access Mijksenaar Lerch Bates F.O.S. ARC STARTING POINT ALIGNS WITH 106 West 32nd St Suite 111 1430 Broadway #908 New York, NY 10018 ANODIZED ALUMINUM CLADDINGNew York, NY 10001 212.447.4847 212.596.4690

EQ

50 25 100

VARIES

New York, NY 10013 212.675.7760

ST-101

WIRE SAW CUT HIGH DENSITY LIMESTONESTONE REFER TO 3D GEOMETRY IN BIM MODEL

W.P.

670

EQ

EQ

Landscape Rhodeside & Harwell 510 King St #300 Alexandria, VA 22314 703.683.7447

WT-02 UNCLASSIFIED

A

W

CAD

OB 1 CAD

1 1

2 2

A7200 A7200

2

H.2 H.2

2

3 3

A7200

3

4

3

4

5

5 UNCLASSIFIED UNCLASSIFIED

A7200

LEVEL 3 +141200 MSL LEVEL 3

H

GALVANIZED

+141200 MSL

GALVANIZED

1075 1075

H ST-101

2150 2150

ST-101

1075 1075

ALUMINUM S

ALUMINUM S

INTEGRATED LIGH

INTEGRATED LIGH Sim

3 3

5000 5000

A7511

GL-101

G

GL-101

1435 1435

G

Sim

A7511

M.2 M.2

MOTORIZED SEE RCP F MOTORIZED SEE RCP F

MT-101

1435 1435

2875 2875

MT-101

15 MIN FE/BR EMBED

15 MIN FE/BR EMBED INTEGRATED LIGH

LEVEL 2

INTEGRATED LIGH

+136200 MSL LEVEL 2 +136200 MSL

F

2 2

A7511

1265 1265

F

A7511

ALUMINUM S

E 1425 1425

E

5500 5500

5375 5375

1265 1265

ALUMINUM S

CONTINUO

CONTINUO

1425 1425

MT-101 MT-101 ST-103 ST-103

CONCRETE

D

6 6

A2030

A7200

A2030

A7200

WT02 - TYPICAL ELEVATION 1 : 25 WT02 - TYPICAL ELEVATION 1 : 25

MT-101

2 2

A7200 A7200 GL-101

ALUMINUM SUBSTRUCTURE GL-101

A7200

A7200

A7200

3 3

15 MINCAST FE/BI CO CAST I CO

440 440

ST-101

670

1580

670

910

670

670

1580

670

910 2250

670

2250

MT-101

2250 TYP. BAY WIDTH BAY WIDTH TYP.

5 A7200 5

A7200

WT-02 PLAN AT PUNCHED WINDOW 1 : 25 WT-02 PLAN AT PUNCHED WINDOW

W W

AL SUBSTR AL SUBSTR

CON INS CON INS 15 MIN FE/B

A7200

CAST IN AVB-102 PLACE CONCRETE SHEAR WALL CAST IN PLACE CONCRETE SHEAR WALL

MT-101

3 3

A7200

ALUMINUM SUBSTRUCTURE AVB-102

STONE BACK PIN ANCHORS INTEGRATED FIXTURE TYP. STONE LIGHT BACK PIN ANCHORS INTEGRATED LIGHT FIXTURE TYP. ST-101

B

A7510

A7200

H.2 H.2

340 340 365 365

C

Sim CONCRETE

1 Sim A7510 1

+130700 MSL LEVEL 1 +130700 MSL

MT-101

C

LEVEL 1

100 100

D

F.O.G.

7 7

F.O.G. F.O.B. F.O.B.

2250 TYP. BAY WIDTH Sim

1 Sim A7511 1

BAY WIDTH TYP.

A7511

3 3

1 : 25

A7200

B CAST IN PLACE CONCRETE SHEAR WALL CAST IN PLACE CONCRETE SHEAR WALL ALUMINUM SUBSTRUCTURE

A7200

H.2 H.2

ATTAC

ATTAC

4 4

A7510 A7510

400 400

ALUMINUM SUBSTRUCTURE AVB-102 AVB-102

705 705

STONE BACK PIN ANCHORS INTEGRATED FIXTURE TYP. STONE LIGHT BACK PIN ANCHORS INTEGRATED LIGHT FIXTURE TYP. ST-101

670

MT-101 ST-101

A

2250

MT-101 MT-101

A

MT-101

4 4

A7200 A7200

670

910

670

910 2250

670

2250 TYP. BAY WIDTH

2250 TYP. BAY WIDTH

BAY WIDTH TYP.

BAY WIDTH TYP.

WT02 - TYPICAL PLAN 1 : 25 WT02 - TYPICAL PLAN 1 : 25

1

2

3

1

2

3

7 7 F.O.B. F.O.B.

UNCLASSIFIED

4 5 Danielle Tellez Portfolio | 35 UNCLASSIFIED 4 5

F.O.B.

F.O.G.

6

7

7

8 F.O.B.

5

UNCLASSIFIED

LEVEL 3 +141200 MSL

9

7

LEVEL 3

LEVEL 3

+141200 MSL

+141200 MSL

GALVANIZED STL BRACKETS

1075

1075

H

United States Department OVERSEAS BUILDINGS O Washington, D.C.

ST-101

ST-101

INTEGRATED LIGHT FIXTURE TYP.

U.S. NEW CON COMPOU Milan, It

1075

ALUMINUM SUBSTRUCTURE

1075

ALUMINUM SUBSTRUCTURE

INTEGRATED LIGHT FIXTURE TYP.

Sim GALVANIZED STL BRACKETS

5000

A7511

5000

3

GL-101

G

1435

MOTORIZED SOLAR SHADE; SEE RCP FOR LOCATIONS

1435

PROTECTED SIDE

2875

ATTACK SIDE

2875

M.2

WARNING: This document is the property of th reproduction and/or distribution is p written permission of: Office of Ove U.S. Department of State, Washing this document is not to be altered e of the individual whose seal appear

1435

1435

MT-101

MT-101

MT-101

15 MIN FE/BR EMBED & BLAST PLATE INTEGRATED LIGHT FIXTURE TYP.

LEVEL 2 +136200 MSL

LEVEL 2

INTEGRATED LIGHT FIXTURE TYP.

+136200 MSL

MT-101

LEVEL 2 +136200 MSL

MT-101

3

A7510

1265

F 1265

2

A7511

ATTACK SIDE

1: 25

PROTECTED SIDE

500

0

1265

Revisions Rev #

2

5500

5500

A7510

E

ST-101

AVB-101

AVB-101

1425

ST-103

STONE PAVERS

STONE PAVERS

CONCRETE TOPPING SLAB Sim

A7200

3

A7200

LEVEL 1

POROUS FILL

A7510

1420

MT-101

ST-103

1

CONSTRUCTION DOCUMEN CONSTRUCTION DOCUMEN CONSTRUCTION DOCUMEN (100%) ISSUED FOR CONSTRUCTIO IFC ADDENDUM

CONTINUOUS INSULATION

MT-101

LEVEL 1

Description

1425

1425

ST-101

CONTINUOUS INSULATION

+130700 MSL

1000

ALUMINUM SUBSTRUCTURE

1265

ALUMINUM SUBSTRUCTURE

+130700 MSL

1

CONCRETE TOPPING SLAB

A7510

VR-101

WP-102

WP-102

WT-02 SECTION AT PUNCHED WINDOW 1 : 25

LEVEL 1

POROUS FILL

VR-101

A4630

2

A7200

+130700 MSL

D

WT-02 - SECTION AT GRADE 1 : 25

ALUMINUM SUBSTRUCTURE CONTINUOUS INSULATION

Architecture SHoP Architects 233 Broadway New York, NY 10279 212.889.9005

15 MIN FE/BR FRAME CAST IN PLACE CONCRETE

C

GL-101

7

GENERAL NOTES

REFER TO A6110 FOR EXTERIOR FINISH TYPE SCHEDULE AND WATERPROOFING SCHEDULE

MEP, Life Safety, Sustainability, Technical Security + Telecom Mason & Hanger 4880 Sadler Rd #300 Glen Allen, VA 23060 804.285.4171

REFER TO A7000 FOR EXTERIOR WALL TYPE SCHEDULE REFER TO A7001-7007 FOR PANEL TYPES AND GEOMETRY

Lighting Tillotson Design Associates 40 Worth St #703 New York, NY 10013 212.675.7760

EXTERIOR FINISH LEGEND

ST-101

AVB-101

ATTACK SIDE

PROTECTED SIDE

GL-101 GL-104 MT-101 MT-102 MT-103 MT-107 MT-108 PT-101 ST-101 ST-103

TAG

DESCRIPTION 15 MIN FE/BR SECURITY GLAZING NON-RATED GLAZING AT SHADOW BOX ANODIZED ALUMINUM ANODIZED ALUMINUM PAINTED METAL PLATE CORRUGATED ALUMINUM PANEL ANODIZED ALUMINUM METAL PANEL SEE SET B HIGH DENSITY LIMESTONE CLADDING GRANITE

Structural Thorton Tomasetti 51 Madison Ave New York, NY 10010 917.661.7800

Vertical Tansportation/ Facade Access Lerch Bates 1430 Broadway #908 New York, NY 10018 212.596.4690

B

Food Service Hopkins Food Service 7906 MacArthur Blvd, #100 Cabin John, MD 20818 301.320.9200

WATERPROOFING LEGEND

MT-101 AVB-101 AVB-102 AVB-103

ST-103

7

VR-101 WP-101 WP-102 WP-103 WP-104 WP-105 WP-106

F.O

1

UNCLASSIFIED 5

A7200

36

WP-107 WP-108

.B

MARK

DESCRIPTION IMPERMEABLE AIR VAPOR BARRIER PERMEABLE AIR VAPOR BARRIER LIQUID APPLIED UV STABLE PERMEABLE AIR VAPOR BARRIER VAPOR RETARDER FOR SLAB ON GRADE BUILDING HDPE UNDER SLAB WATERPROOFING FOR SUB-LEVEL BITUTHENE 4000 SHEET FOR ACCESSIBLE FOUNDATION WALL PREPRUFE 160R FOR BLINDSIDE WATERPROOFING FOR BASEMENT LEVEL MONOLITHIC ROOF MEMBRANE WATER REPELLANT COATING LIQUID APPLIED WATERPROOFING AROUND ANTENNAE TANK LINER WATER FEAUTRE CEMENTITIOUS WATERPROOFING

7

8

Drawing Title

WT-02 - GR

CAD Plot Scale Drawing Scale Ph 1:1 As indicated OBO Project Number 19AQMM18F2818 CAD File Name MIL-NOB-A7200-WT-02 - GR A

WT-02

WT02 - AXON AT GRADE TYPICAL 6

Release For Construction:

9

Date Drawn By

06

Sheet Numbe

1:1 MDF & Foam Mockup

Danielle Tellez Portfolio | 37

1:1 Stone & Glass Mockup

38

MSGR

NOB

Danielle Tellez Portfolio | 39

ARCADE

PARADE GROUND

40

LIBERTY

Milan NCC Site Section

Danielle Tellez Portfolio | 41

04

SHoP: The Morrison

The Morrison is an adaptive reuse of and an addition to the 1914 hotel that became famous from its feature on the cover of the album “Morrison Hotel” by The Doors.

The courtyard entrance, hidden by a giant hedge, is at the nexus of old and new with a three story, steel mullion facade and 40 FT lifted door showcasing the grand stair behind. The new retail and event space employs the same elegant facade system with large patinated copper overhangs. The overhangs are repeated above to clad the wrap around balconies in the residential units. I led the design, documentation, and coordination for this scope of work on the project.

2020

42

11 1/

18' - 11"

10.5

9.5

3 A-401a

9' - 10 1/8"

2 A-401a

3' - 6"

GL-01a

MT-02

GL-01a

9' - 10 1/8"8' - 1 5/8"

11 1/4"

LEVEL 02 - EVENT PODIUM 18' - 11"

GL-01a

GL-01a

1' - 6"

1' - 4"

1' - 2"

LEVEL 01 0' - 0"

8' - 1 5/8"

2 1/2"

-1' - 8 1/2"

MT-02

GL-01a

GL-01a

WT-01a - ELEVATION

1/2" = 1'-0"

5 A-300

A-4

1' - 6"

1' - 4"

1' - 2"

LEVEL 01 0' - 0"

2 1/2"

-1' - 8 1/2"

WT-01a - ELEVATION

2 A-401a

MT-02

10 A-426

7 A-426

A-40

9.5

3 A-401a CAP TO MATCH COLUMNS

8 A-425

5 A-300

COLUMN COVER CLADDING MT-02

PAINTED STEEL MULLIONS MT-04

4 A-427

1' - 10"

10.5

1/2" = 1'-0"

1' - 2"

A.5

MT-02

1' - 3"

2' - 8"

1' - 5"

FG.03

GL-01a

FB.03 2' - 7"

3' - 6 3/8"

7' - 0 3/4"

7' - 0 3/4"

7' - 0 3/4"

2' - 7"

SEE A-137 FOR WT-01a MODULATION

10.5

2 A-401a

8 A-425

9.5

3 A-401a CAP TO MATCH COLUMNS

7 A-426

10 A-426

MT-02

2' - 2"

COLUMN COVER CLADDING MT-02

PAINTED STEEL MULLIONS MT-04

4 A-427

1' - 10"

2' - 2"

WT-01a - PLAN

1/2" = 1'-0"

1' - 2"

A.5

MT-02

GL-01a

Danielle Tellez Portfolio | 43

1' - 3"

2' - 8"

1' - 5"

FG.03

FB.03

4 A-117

A-4

FB.03 FB.03

FG.03 FB.03

A.5 FG.03

A.5

A.5

OWNER

OWNER

RELEVANT GROUP RELEVANT GROUP

1605 NORTH CAHUENGA BLVD 1605 NORTH CAHUENGA BLVD LOS ANGELES, CA 90028 LOS ANGELES, CA 90028 tel 323.466.1400 tel 323.466.1400

3' - 6"

6 A-425

AIR VAPOR BARRIER AIR VAPOR BARRIER

LEVEL 02 - EVENT PODIUM LEVEL 02 - EVENT PODIUM 18' - 11" 18' - 11"

2' - 2 3/4"

2' - 2 3/4"

6 A-425

11 1/4"

11 1/4"

LEVEL 02 - EVENT PODIUM LEVEL 02 - EVENT PODIUM 18' - 11" 18' - 11"

2' - 2 3/4"

11 1/4"

MT-01

3' - 6"

3' - 6"

3' - 6" 11 1/4" 2' - 2 3/4"

MT-01

ARCHITECT

MT-02

ARCHITECT

SHoP ARCHITECTS SHoP ARCHITECTS

233 BROADWAY 11th FLOOR 233 BROADWAY 11th FLOOR NEW YORK, NY 10279 NEW YORK, NY 10279 212.889.9005 tel 212.889.9005 tel

COLUMN WITH COLUMN WITH CLADDING BEYOND CLADDING BEYOND

FACADE & WATERPROOFING LANDSCAPE FACADE & WATERPROOFING

MT-02

FINISH CEILING SEE RCP CEILING SEE RCP FINISH

STUDIO NYL

STUDIO NYL

SURFACE DESIGN

2995 BASELINE ROAD, SUITE 314 PIER 33 NORTH, SUITE 2 2995 BASELINE ROAD, SUITE 314 BOULDER, COLORADO 80303 SAN80303 FRANCISCO, CA 941 BOULDER, COLORADO tel 303.558.3145 tel 415.621.552 tel 303.558.3145

STRUCTURAL ENGINEER STRUCTURAL MODULAR ENGINEER DESIG 7' - 7 3/8"

MT-02

MT-02

ENGLEKIRK

KTGY ARCHITECTURE +

888 S. FIGUEROA STREET, 18TH FLOOR 433 S.SPRING STREET, S 888 S. FIGUEROA STREET, 18TH FLOOR LOS ANGELES, CA 90017 LOS ANGELES, CA 90013 LOS ANGELES, CA 90017 323.733.6673 tel tel 310.394.262 323.733.6673 tel

7' - 7 3/8"

DARK BRASS MULLION DARKCAP BRASS MULLION CAP

7' - 7 3/8"

7' - 7 3/8"

ENGLEKIRK

MEP ENGINEER MEP ENGINEER VERT. TRANSPOR GLUMAC

HKA ELEVATOR CO

GLUMAC

707 WILSHIRE BLVD, 23RD FLOOR 23211 SOUTH POINTE DR 707 WILSHIRE BLVD, 23RD FLOOR LOS ANGELES, CA 90017 LAGUNA HILLS, CA 9265 LOS ANGELES, CA 90017 tel 213.239.8866 tel 949.348.971 tel 213.239.8866

CIVIL ENGINEER CIVIL ENGINEER FACADE MAINTE

2 A-426

2 A-425

6"

6"

KPFF

KPFF

HIGHLINE CONSU

SHORING

POOL CONSULTA

CEFALI

ADDISON POOL IN

700 SOUTH FLOWER STREET, SUITE 2100 TECHNOLOGY 700 SOUTH FLOWER4361 STREET, SUITE 2100DRIV LOS ANGELES, CA 90017 LIVERMORE, CA 94551 LOS ANGELES, CA 90017 tel 213.418.0201 tel 925.245.084 tel 213.418.0201

2 A-425

PAINTED STEEL MULLIONS PAINTED STEEL MULLIONS SHORING MT-04

CEFALI

MT-04

4344 LAUREL CANYON BLVD, SUITE 3 4363 WOODMAN AVE 4344 LAUREL CANYON BLVD, SUITE 3 LOS ANGELES, CA 91604 SHERMAN OAKS, CA 914 LOS ANGELES, CA 91604 tel 818.752.1812 tel 818.205.925 tel 818.752.1812

2 A-426

METHANE MITIGATION KITCHEN CONSU METHANE MITIGATION

KITCHEN, RESTAURANT METHANE SPECIALISTS METHANE SPECIALISTS

621 VIA ALONDRA, SUITE 611 36 LOCUST STREET 621 VIA ALONDRA, SUITE 611 CAMARILLO, CA 93012 BURLINGTON, VT 05401 CAMARILLO, CA 93012 tel 805.987.5356 tel 802.503.122 tel 805.987.5356

8' - 1 5/8"

8' - 1 5/8"

GL-01a

7' - 7 5/8"

7' - 7 5/8"

GL-01a

THE MORRISON THE MOR

-1' - 8 1/2"

LEVEL 01 0' - 0"

FFE

FFE

-1' - 8 1/2"

-1' - 8 1/2"

LEVEL 01 0' - 0"

1 A-425

1 22 0- 12 46 S O U ES SO TR 1T 2H 20H - 1O 2P 46 UETE HTH&O PE 427-435 WEST 4P2I7 C-O VD 43B 5LW E S T P ICO B L V L O S ANGEL ESL, O CS AA 9N 00G1E 5L ES, CA 9001

LEVEL 01 0' - 0"

1' - 4"

1' - 4"

LEVEL 01 0' - 0"

1 A-426

1' - 8 1/2"

1 A-426

ST-01

4 1/2"

-1' - 8 1/2"

LEVEL 01 0' - 0"

1' - 8 1/2"

ST-01 LEVEL 01 0' - 0"

FINISH FLOOR TBD FINISH FLOOR TBD

GRANITE BASE

1 A-425

4 1/2"

GRANITE BASE

FFE

FFE

-1' - 8 1/2"

-1' - 8 1/2"

GRADING SEE CIVIL GRADING SEE CIVIL

5 1/2"A-300 = 1'-0" A-401a

5 A-300

WT-01a - SECTION AT- DOOR 1/2" = 1'-0" WT-01a SECTION AT DOOR

A-401a

3 1/2"A-401a = 1'-0" A-401a

3 A-401a

A-401a

WT-01a - TYPICAL SECTION 1/2" = 1'-0" WT-01a - TYPICAL SECTION

2 1/2"A-401a = 1'-0" A-401a

2 A-401a

A-401a

S HOPE ST

S HO

BLVD

BLVD

W PICO

W PICO

ALLEY

AL

SITE DIAGR

5

A.5

03

FG.03

WT-01A

11/20/2020 100% DESIGN DEVELOPMENT 11/20/2020 100% DESIGN DEVELOPMENT

DATE

ISSUE

DATE

ISSUE

NO.

DATE

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND A THESE DRAWINGS ARE INSTRUMEN NOT BE USED FOR OTHER PROJECTS, FOR ADDITIONS TO NOT BE USED FOR OTHER PROJECT PROJECT OR COMPLETION OF THIS PROJECT BY OTHER PROJECT OR COMPLETION OF THIS

COPYRIGHT © 2020 SHoP ARCHITECTS PC. ALL RIGHTS R COPYRIGHT © 2020 SHoP ARCHITEC

2' - 8"

03

A.5 FG.03

GLASS RAILING GLASS RAILING RL-07 GL-03 RL-07 GL-03

02 - EVENT PODIUM LEVEL 02 - EVENT PODIUM 18' - 11" 18' - 11"

"

FG.03 FB.03

NOT FOR CONSTRUCTION NOT FOR CONSTR

FB.03

44

DRAWING TITLE

DRAWING TITLE

WT-01a WT-

1' - 5"

1' - 5"

1' - 7 7/8"

4' - 0 7/8"

SLOPE

FG.01

FB.02

FB.02 2 A-401c

2 A-401c

3 A-401c

3 A-401c

8

FG.01

E

LEVEL 05 46' - 8"

E

3' - 5 1/2"

LEVEL 05 46' - 8"

8

DARK B MT-02 52' - 4"

2' - 7"

GL-01a

1' - 7 7/8" 5' - 2 5/8" 2' - 7"

52' - 4"

1' - 5"

1' - 5" 46' - 8"

3' - 5 1/2"

29' - 10 1/4" 3' - 5 1/2"

1' - 5"

LEVEL 05 46' - 8"

LEVEL 05 46' - 8"

LEVEL 05 46' - 8"

LEVEL 05 46' - 8"

5' - 2 5/8"

GL-01a

6"

5' - 2 5/8"

GL-01a

SLOPE

1' - 5"

1' - 7 7/8"

4' - 0 7/8"

4' - 0 7/8"

SLOPE

29' - 10 1/4"

46' - 8"

46' - 8"

GL-01a

GL-01a

GL-01a

GL-01a

WT-01c - ELEVATION

WT-02 - TYPICAL SECTION

A-401c

1' - 8 1/2"

8

3 A-401c

6 A-300

LEVEL 01 0' - 0"

LEVEL 01 0' - 0"

1' - 8 1/2"

2 A-401c

1' - 8 1/2"

FB.02

1/2" = 1'-0"

1 A-435

DARK BRASS METAL PANEL MT-02

1' - 8 1/2"

GL-01a

FFE -1' - 8 1/2"

7' - 7 5/8"

6"

1 A-435 2 A-435

7' - 7 5/8"

2 A-435

LEVEL 01 0' - 0"

6" 1' - 8 1/2"

LEVEL 01 0' - 0"

1' - 8 1/2"

GL-01a

29' 1/4" 7' -- 7105/8"

2 A-435

1 A-435

1/2" = 1'-0"

A-401c

LEVEL 01 0' - 0"

LEVEL 01 0' - 0"

FFE

FFE -1' - 8 1/2"

3 A-401c

-1' - 8 1/2"

PAINTED STEEL MULLIONS

A

4"

MT-04

3' - 0 5/8"

2' - 4 1/4"

E 6 A-435

3' - 7 5/8"

3' - 7 5/8"

3' - 6 1/8"

FG.01

4 1/4"

3' - 6 1/8"

3" 8" 3"

DARK BRASS CAP- ELEVATION 6 WT-01c 1/2" = 1'-0" WT-01c - ELEVATION 1/2" = 1'-0" MT-02

2 A-401c

3 A-401c

3 A-401c

8

WT-01c plan 2

FB.02

2' - 4 1/4" 1'4-1/4" 4 1/4" 4"

4"

7 A-435

3' - 7 5/8"

PAINTED STEEL MULLIONS 3' - 7 5/8" MT-04

3' - 7 5/8"

3' - 7 5/8"

3' - 6 1/8"

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

4 1/4"

3' - 6 1/8"

3' - 6 1/8"

3" 8" 3"

DARK BRASS CAP DARK BRASS CAP MT-02 MT-02

3' - 6 1/8"

3' - 7 5/8"

3' - 7 5/8"

A-401c

3 WT-02 - TYPICAL SECTION 1/2" = 1'-0" WT-02 - TYPICAL SECTION 1/2" = 1'-0" A-401c

3' - 6 1/8"

1/2" = 1'-0"

E

E

FG.01

E FG.01

5 A-119

A-401c

3' - 0 5/8"

MT-04

MT-02

1' - 8 3/8"

3 6 A-401c PAINTED STEEL MULLIONS A-435 STEEL MULLIONS PAINTED MT-04

DARK BRASS METAL PANEL

6 A-300

3' - 0 5/8"

8 2 6 A-401c A-435

A-401c

8

2' - 4 1/4"

DARK BRASS METAL PANEL DARK BRASS METAL PANEL MT-02 MT-02

FB.02 2 A-401c

3' - 0 5/8"

FB.02

A-300

FG.01

3" 8" 3"

5 WT-01c plan 2 1/2" = 1'-0" WT-01c plan 2 1/2" = 1'-0" A-119

DARK BRASS CAP

A-401c

5 A-119

A-401c

MT-02

FB.02

8 2 A-401c

3 A-401c

8

3 A-401c WT-01c - plan

1' - 4 1/4"

MT-04

3' - 0 5/8"

7 PAINTED STEEL MULLIONS PAINTED STEEL MULLIONS A-435 MT-04

3/8"

7 A-435

1' - 4 1/4"

DARK BRASS METAL PANEL DARK BRASS METAL PANEL MT-02 MT-02

1/2" = 1'-0"

E 3' - 0 5/8"

2 A-401c

- 8 3/8"

FB.02

4 A-117

A-401c

E

Danielle Tellez Portfolio | 45

A-401c

3 A-401c

A-401c

FG.01

FG.01

E

E METAL PANEL ROOF SYSTEM 4' - 4 3/8"

MT-04

DARK BRASS METAL PANEL MT-02

SLOPE

1' - 5"

4' - 0"

1' - 7 7/8"

1' - 7 7/8"

1' - 0 3/4"

1 A-447

SLOPE

2' - 7"

2' - 7"

52' - 4"

LEVEL 05 46' - 8"

10' - 1 1/8"

3' - 5 1/2"

LEVEL 05 46' - 8"

5' - 2 5/8"

FINISH CEILING SEE RCP GL-01a

DARK BRASS CAP

PAINTED STEEL MULLIONS

MT-02

MT-04

6"

6"

29' - 10 1/4"

29' - 10 1/4"

4 A-435

3 A-435

9' - 4 1/8"

7' - 7 5/8"

35

1' - 8 1/2"

LEVEL 01 0' - 0"

LEVEL 01 0' - 0"

FFE

FFE -1' - 8 1/2"

-1' - 8 1/2"

35

5 A-435

WT-02 - TYPICAL SECTION

1/2" = 1'-0"

3 A-401c

A-401c

WT-02 - SECTION

1/2" = 1'-0"

2 A-401c

A-401c

WT-02 - AXON

WT-01B 46

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

LEVEL 05 46' - 8" LEVEL 05 46' - 8"

GL-01a GL-01a

OPER

10' - 410' 7/8"- 4 7/8"

OPER

GL-01a GL-01a

OPER

OPER

GL-01a GL-01a

M

7' - 8 3/8" 7' - 8 3/8"

M

GL-01a GL-01a

1' - 8 1/2" 1' - 8 1/2"

LEVEL 01 0' - 0" LEVEL 01 0' - 0"

8 8

2 A-445 2 A-445

DARK DARK

WT-02 - ELEVATION

1/2" = 1'-0"

WT-02 - ELEVATION

1/2" = 1'-0"

4 A-300

4

A-300

A-402 A-402

7 OPERABLE FACADE COUNTERWEIGHTS OPERABLE FACADE COUNTERWEIGHTS

2 A-402 2 A-402

7

OPERABLE FACADE TRACK PAINTED STEEL MULLIONS

OPERABLE FACADE TRACK GL-01a

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

MT-04 PAINTED STEEL MULLIONS

4' - 0 5/8"

3' - 11 7/8"

3' - 11 7/8"

3' - 11 7/8"

3' - 11 7/8"

4' - 0 5/8"

5"

5"

4' - 0 5/8"

3' - 11 7/8"

3' - 11 7/8"

3' - 11 7/8"

3' - 11 7/8"

4' - 0 5/8"

5"

DARK BRASS CAP MT-02 DARK BRASS CAP

2' - 6 1/2"

WT-01c

2' - 6 1/2"

MT-02 DARK BRASS METAL PANEL MT-02

E

FG.01

MT-02

FG.01

DARK BRASS METAL PANEL WT-01c

E

3' - 0 5/8" 3' - 0 5/8"

5"

7 5/8" 7 5/8"

MT-04

GL-01a

24' - 10 1/2"

2' - 6 1/2"

WT-01c

24' - 10 1/2"

2' - 6 1/2"

WT-01c

WT-02 plan

1/2" = 1'-0"

WT-02 plan

1/2" = 1'-0"

Danielle Tellez Portfolio | 47

3 A-117 A-117

3

A-402 A-402

E

DARK BRASS METAL PANEL MT-02

8 1/4"

STEEL BEAM

2' - 4 3/8"

METAL PANEL ROOF SYSTEM 3' - 1 3/4"

1' - 1 5/8"

MT-04

2' - 7"

1' - 0 3/4" 4' - 0"

1' - 5"

1' - 7 7/8"

LOUVER FOR NATURAL VENTILATION

LEVEL 05 46' - 8"

LEVEL 05 46' - 8"

8' - 8 7/8"

10' - 1 7/8"

3' - 5 1/2"

2 A-446

FINISH CEILING SEE RCP

5' - 3 3/8"

WT-01c

1 A-446

PAINTED STEEL MULLIONSAND FRAME MT-02

9' - 9 3/8"

39' - 5 5/8"

GL-01a

10' - 4 7/8"

OPERABLE FACADE PANELS

10' - 0 3/8"

10' - 4 7/8"

OPERABLE FACADE TRACKS

7' - 8 3/8"

DARK BRASS CAP MT-02

1' - 8 1/2"

LEVEL 01 0' - 0"

DARK BRASS METAL PANEL

7' - 8 3/8"

MT-02

WT-02 - ELEVATION

4 A-300

A-402

6 1/2" 1' - 2"

1/2" = 1'-0"

7

LEVEL 01 0' - 0"

7 5/8"

3' - 6 1/8"

1 A-445

5"

48

5/8"

/8"

7

E

WT-01C

3 3 A-421 A-421

10.5 10.5 10' - 8 3/4" 10' - 8 3/4"

10' - 8 3/4" 10' - 8 3/4"

10' - 8 3/4"

1' - 8 5/8"1' -1'5"- 5" 2' -1'4-1' 8 -5/8" 8 5/8" 1/4"

10' - 8 3/4"

2' -2'4 -1/4" 4 1/4"

3 A-421

10.5

1' - 5"

WT-01b WT-01b

LEVEL 05 LEVEL 46' -05 8" 46' - 8" PRE PATINATED COPPER METAL PANEL PRE PATINATED COPPER METAL PANEL MT-01 MT-01 LEVEL 05 46' - 8"

WT-01b PRE PATINATED COPPER METAL PANEL MT-01

10.5 10.5

3 3 A-421 A-421

10.5

SFT-01 - ELEVATION SFT-01 - ELEVATION

1/2 1/2

SFT-01 - ELEVATION

1/2

SFT-01 - RCP SFT-01 - RCP

1/2 1/2

SFT-01 - RCP

1/2

6' - 10 7/8"

6' -6'10- 10 7/8"7/8"

3 A-421

PRE PATINATED COPPER METAL PANEL PRE PATINATED COPPER METAL PANEL MT-01 MT-01

A.5 A.5

PRE PATINATED COPPER METAL PANEL

3' -3'10" - 10"

MT-01

3' - 10"

A.5

A A

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 10 7/8" 1' - 10 7/8"

1' - 10 7/8" 1' - 10 7/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

1' - 9 1/8" 1' - 9 1/8"

DRIP EDGE DRIP EDGE

1' - 9 1/8"

1' - 9 1/8"

1' - 9 1/8"

1' - 9 1/8"

1' - 9 1/8"

1' - 10 7/8"

1' - 10 7/8"

1' - 9 1/8"

1' - 9 1/8"

1' - 9 1/8"

1' - 9 1/8"

1' - 9 1/8"

DRIP EDGE

A

10.5

10' - 8 3/4"3 A-421 10' - 8 3/4"

COPING COPING MT-04 MT-04

10' - 8 3/4"

COPING

11' - 4"

11' 11' - 4"- 4"

MT-04

PLANTER BED PLANTER BED

3' -3'10" - 10"

10' - 8 3/4"

3 3 A-421 A-421

COPING COPING MT-04 MT-04 PLANTER BED

A.5 A.5

A.5 COPING MT-04

3' - 10"

10' - 8 3/4" 10' - 8 3/4"

10.5 10.5

FB.03 FB.03

PRE PATINATED COPPER METAL PANEL PRE PATINATED COPPER METAL PANEL MT-01 MT-01

FB.03

PRE PATINATED COPPER METAL PANEL MT-01

Danielle Tellez Portfolio | 49

FB.02

8.5

FB.02

8.5 3' - 10"

9 9 2 A-441 2 A-441

4 A-441 4 A-441

3' - 10"

COPING MT-04

1 A-441 1 A-441

OWNER RELEVANT GROUP 1605 NORTH CAHUENGA BLVD OWNER LOS ANGELES, CA 90028

COPING MT-04

RELEVANT GROUP

tel 323.466.1400 1605 NORTH CAHUENGA BLVD LOS ANGELES, CA 90028

PLANTER SEE LANDSCAPE

tel

MT-01 DRIP EDGE DRIP EDGE PRE PATINATED COPPER METAL PANEL

2' - 4 7/8" 2' - 4 7/8"

PRE PATINATED MT-01 COPPER METAL PANEL

PAINTED ALUMINUM METAL PANEL MT-04 PAINTED ALUMINUM METAL PANEL MT-04

1' - 5" 1' - 5" 1' - 8" 1' - 8"

PRE PATINATED COPPER METAL PANEL

323.466.1400

PLANTER SEE LANDSCAPE

ARCHITECT SHoP ARCHITECTS 233 BROADWAY 11th FLOOR ARCHITECT NEW YORK, NY 10279

WT-01b BELOW

PRE PATINATED MT-01 COPPER METAL PANEL

SHoP ARCHITECTS 212.889.9005 tel 233 BROADWAY 11th FLOOR

LEVEL 05 46' - 8" LEVEL 05 46' - 8"

NEW YORK, NY FACADE & 10279 WATERPROOFING

SURFACE DESIGN PIER 33 NORTH, SUITE 200 LANDSCAPE

STUDIO NYL tel 303.558.3145

SURFACE415.621.5522 DESIGN tel PIER 33 NORTH, SUITE 200 SAN FRANCISCO, CA 94111 MODULAR DESIGNER

BOULDER, COLORADO 80303

2995 BASELINE ROAD, SUITE 314 BOULDER, COLORADO 80303 STRUCTURAL ENGINEER

WT-01b BELOW

MT-01

tel 303.558.3145 ENGLEKIRK

tel 415.621.5522 KTGY ARCHITECTURE + PLANNING 433 S.SPRING STREET, SUITE 750 MODULAR DESIGNER

LOS ANGELES, CA 90013 KTGY ARCHITECTURE + PLANNING tel 310.394.2623 433 S.SPRING STREET, SUITE 750 LOS ANGELES, CA 90013 VERT. TRANSPORTATION

888 S. FIGUEROA STREET, 18TH FLOOR LOS ANGELES, CA 90017 MEP ENGINEER tel

GLUMAC 323.733.6673

tel 310.394.2623 HKA ELEVATOR CONSULTING

707 WILSHIRE BLVD, 23RD FLOOR MEP ENGINEER

23211 SOUTH POINTE DRIVE VERT. TRANSPORTATION

LOS ANGELES, CA 90017

LAGUNA HILLS, CA 92653

GLUMAC tel 213.239.8866

HKA ELEVATOR CONSULTING tel 949.348.9711

707 WILSHIRE BLVD, 23RD FLOOR

23211 SOUTH POINTE DRIVE

LOS ANGELES, CA 90017 CIVIL ENGINEER tel KPFF

LAGUNA HILLS, CA 92653 FACADE MAINTENANCE

213.239.8866

tel HIGHLINE949.348.9711 CONSULTING

700 SOUTH FLOWER STREET, SUITE 2100 CIVIL ENGINEER

4361 TECHNOLOGY DRIVE, UNIT D FACADE MAINTENANCE

LOS ANGELES, CA 90017

LIVERMORE, CA 94551

KPFF tel

HIGHLINE CONSULTING

213.418.0201 700 SOUTH FLOWER STREET, SUITE 2100 LOS ANGELES, CA 90017 SHORING tel CEFALI

tel 925.245.0841 4361 TECHNOLOGY DRIVE, UNIT D

LIVERMORE, CA 94551 POOL CONSULTANT

213.418.0201

tel ADDISON925.245.0841 POOL INC.

4344 LAUREL CANYON BLVD, SUITE 3 SHORING

1/2" = 1'-0"

FT-01 - ELEVATION

1/2" = 1'-0"

6 A-300

6

A-300

A-421

A-421

SFT-01 - SECTION TYP

1/2" = 1'-0"

SFT-01 - SECTION TYP

1/2" = 1'-0"

3

A-322

4363 WOODMAN AVE POOL CONSULTANT

LOS ANGELES, CA 91604

3 A-322

A-421

A-421

SHERMAN OAKS, CA 91423

CEFALI 818.752.1812 tel 4344 LAUREL CANYON BLVD, SUITE 3

ADDISON818.205.9255 POOL INC. tel 4363 WOODMAN AVE

LOS ANGELES, CA 91604 METHANE MITIGATION

SHERMAN OAKS, CA 91423 KITCHEN CONSULTANT

tel METHANE818.752.1812 SPECIALISTS

tel 818.205.9255+ BAR SPECIALIST KITCHEN, RESTAURANT

621 VIA ALONDRA, SUITE 611 METHANE MITIGATION

36 LOCUST STREET KITCHEN CONSULTANT

CAMARILLO, CA 93012

tel 805.987.5356 621 VIA ALONDRA, SUITE 611 CAMARILLO, CA 93012

BURLINGTON, VT 05401 KITCHEN, RESTAURANT + BAR SPECIALIST tel 802.503.1222 36 LOCUST STREET BURLINGTON, VT 05401

tel

tel

METHANE SPECIALISTS

FB.03

A.5

FB.03

A.5

3' - 10"

FG-09

B

FG-09

B

6 A-442 6 A-442

SAN FRANCISCO, CA 94111

888 S. FIGUEROA STREET, 18TH FLOOR STRUCTURAL ENGINEER LOS ANGELES, CA 90017

ENGLEKIRK 323.733.6673 tel

FT-01 - ELEVATION

LANDSCAPE

212.889.9005 tel STUDIO NYL 2995 BASELINE ROAD, SUITE 314 FACADE & WATERPROOFING

805.987.5356

802.503.1222

THE MORRISON THE MORRISON 1 22 0- 12 46 S O U T H H O P E S TR E E T & 4 27 - 4 35 W E S T P ICO B L V D L O S A N G E L E S , CA 9 0 0 1 5 1 22 0- 12 46 S O U T H H O P E S TR E E T & 4 27 - 4 35 W E S T P ICO B L V D L O S A N G E L E S , CA 9 0 0 1 5

COLUMN BEYOND COLUMN BEYOND

3' - 1" 3' - 1"

2' - 4 7/8" 2' - 4 7/8"

3' - 10"

LEVEL 05 46' - 8" LEVEL 05 46' - 8"

1/2" = 1'-0"

SFT-01 - RCP

1/2" = 1'-0"

5 A-223

5

A-223

A-421

A-421

SFT-01 - SECTION AT WT-01d

1/2" = 1'-0"

SFT-01 - SECTION AT WT-01d

1/2" = 1'-0"

2 A-321

A-321

2

A-421

A-421

S HOPE ST BLVD BLVD W PICOW PICO

S HOPE ST

W 12THWST 12TH ST

SFT-01 - RCP

ALLEY ALLEY

N

SITE DIAGRAM

N

SITE DIAGRAM

11/20/2020 100% DESIGN DEVELOPMENT

DATE

ISSUE

NO.

DATE

REVISION

11/20/2020 100% DESIGN DEVELOPMENT THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH MAY NOT BE USED FOR OTHER PROJECTS, FOR ADDITIONS TO THIS NO. DATE DATE PROJECT ORISSUE COMPLETION OF THIS PROJECT

BY OTHERS. REVISION

SFT-01

THESE DRAWINGS INSTRUMENTS ANDRESERVED. AS SUCH MAY COPYRIGHT © 2020ARE SHoP ARCHITECTSOF PC.SERVICE ALL RIGHTS NOT BE USED FOR OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR COMPLETION OF THIS PROJECT BY OTHERS.

NOT FOR CONSTRUCTION

COPYRIGHT © 2020 SHoP ARCHITECTS PC. ALL RIGHTS RESERVED.

DRAWING TITLE NOT FOR DRAWING TITLE

50

SEAL & SIGNATURE SEAL & SIGNATURE

CONSTRUCTION

SFT-01

SFT-01 DATE

PROJECT NO. DATE

11/20/2

19103

11/20/2

Taxonomy of Porch Finishes & Cofigurations

Danielle Tellez Portfolio | 51

05

SHoP: East Whisman Paseo

The East Whisman Paseo is a thoroughfare between two residential complexes of a tech campus in San Francisco, CA. The stoop was studied as a design feature which acted to mediate between private living spaces and the public realm. Planted mounds shroud the porches in greenery, while stoop steps & benches along the Paseo create spaces for residents and pedestrians alike to gather.

2021

Stoop as Ground

52

Stoop as Pergola

Stoop as Building

Stoop as Object

Danielle Tellez Portfolio | 53

54

Danielle Tellez Portfolio | 55

06

SHoP: 55 Pitt Street

55 Pitt Street is a mixed-use office tower in the heart of Sydney, Australia. The design for this landmark workplace draws its inspiration from the history of the city and its natural surrounds. On the ground plane, the Cove entry creates a rich connection between city and coast. Sandstone retail portals & planters hosting trees and native plants are eroded away at the corner to reveal a dynamic public plaza & 3 story water feature. The podium facade continues the aesthetic of sandstone masonry with activated mid-door spaces highlighted by double wide static & operable glazing units. The core facade carries the sandstone aesthetic through the tower, stepping away to introduce more mid-door amenity spaces at the top of the tower. The main office tower facade is composed of twisting ram-pressed terracotta sunshades meant to evoke the riverbeds of indigenous Australian landscapes. I led the coordination of all curtain wall facades from SD to AFT, primarily developing and documenting the office facade.

2021 - 2022

56

Podium Facades

Danielle Tellez Portfolio | 57

Figure 4.3: Podium Elevatio

58

2 6120-01

2

GL-03

GL-03

GL-03

GL-03

GL-03

GL-03

GL-03

GL-03

GL-03

GL-03

GL-03

GL-03

6120-01

MT-07

MT-07

GL-03

2

GL-03

6420-01

GL-03

GL-03

GL-03

GL-03

FFL 9220

01

FFL 9220

01

2 6420-01

MT-03

MT-03

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

GL-02

ORNER - ELEVATION : 25

ORNER - ELEVATION 25

CL

7 101

CL

2300 1500

7 101

2300 1500 CL

1500

AWNING OVERHEAD

MT-09 STEEL ROD

MT-03 GLAZED PIVOT PANELS

AWNING OVERHEAD

2

1500

MT-09 STEEL ROD

MT-03 INTERNAL COVE GLAZED PIVOT PANELS

6120-01

EET EET STR STR OOD OOD ERW ERW UND UND

CL

INTERNAL COVE

2 6120-01

CL CL

1422 1422 .G. F.O

1 FE6502-50

1

1 101

F.O.G.

F.O

2 101

1500 CL

2 101 CL

1500 CL

1500

1500 CL

1500 CL

1 101 CL

1500 CL

1500

1500 CL

1500 CL

1422 F.O.G.

CL

1500 CL

.G.

FE6502-50

1422

BOUNDARY

CL BOUNDARY

PITT STREET OVERHEAD DanielleAWNING Tellez Portfolio | 59

A

Recent revision history Description # Status A DESIGN DEVELOPMENT PACKAGE 1 B DESIGN DEVELOPMENT PACKAGE 2 C DESIGN DEVELOPMENT PACKAGE 3

MT-07

17/1

21/0

F.O.G.

BOUNDARY

650

Dat 30/0

PATCH FITTING CL

Notes Copyright © Woods Bagot 2018 All Rights Reserved No material may be reproduced without prior permission

Contractor must verify all dimensions on site before commencin work or preparing shop drawings.

Do not scale drawings.

MT-07

2145

TENSION CABLES GL-03 LAMINATED GLAZING (TYP.)

?

STRUTS

FFL 9220

01

1370

NOTE: THE FOLLOWING DESIGN ELEMENTS ARE UNDER REVIEW AND DEVELOPMENT PLANTER

550

SYPHONIC GUTTER

North Elevation - Retail Extents to Underwood St - Terracotta design depth - Softcore module sizing

FALL

MT-52 SFT-02 CLADDING

1 FE6502-10

2

PIVOT PANEL IN OPEN POSITION

FE

MT-09 STEEL ROD

6420-01

RETRACTABLE LOCK PIN

1 PITT STREET

2

FE6502-10

WT-02 - CORNER - SECTION SCALE 1 : 25

Consultants

Architects Structural Engineer Fire Engineer Geotechnical Engineer Facade Engineer ESD BIM Civil Engineer Hydraulic Engineer Mechanical Engineer Fire Services Engineer Electrical Engineer Wind Consultant Vertical Transportation Waste Acoustic Engineer Facade Access Consultant CPTED Consultant Security BCA DDA Landscape Architect Traffic Consultant Surveyor Planner Heritage Consultant

Woods Bagot / SHoP Architects ARUP ARUP ARUP PRISM Cundall IIMBE CJ Arms CJ Arms Stantec Omnii IGS Windtech WSP ARUP ARUP ARUP ARUP NDY Philip Chun Morris Goding 360 Degrees PTC Veris Ethos Urban GML

Key Plan

55 Pitt St

Ausgrid

Pitt S

treet

Telstra

Dalley Street

Client

WT-02 & WT-03 Consultant

Project

60

55 Pitt Street Sydney NSW 2000

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

FFL 35750

07

FFL 35750

07

FFL 35750

07

FFL 31250

06

FFL 31250

06

FFL 31250

06

FFL 26750

05

FFL 26750

05

FFL 26750

05

CD-04

2 6140-01

GL-04

CD-04

GL-04

CD-04

GL-04

GL-04

CD-04

MT-11

CD-04

GL-04

CD-04

GL-04

CD-04

GL-04

GL-04

CD-04

MT-11

CD-04

GL-04

CD-04

GL-04

CD-04

GL-04

GL-04

CD-04

MT-11

4500

4500

4500

CD-04

GL-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

GL-04

GL-04

GL-04

CD-04

GL-04

CD-04

GL-04A

GL-04A

CD-04

CD-04

GL-04

CD-04

GL-04

CD-04

GL-04A

GL-04A

CD-04

MT-11

4500

CD-04

3

_________________________________________________ _____

MT-11

4500

6140-01

INDICATIVE LINE OF BALUSTRADE

3

_________________________________________________ _____

6140-01

GL-04

CD-04

GL-04

CD-04

GL-04A

GL-04A

CD-04

MT-11

4500

CD-04

INDICATIVE LINE OF BALUSTRADE

3

_________________________________________________ _____

6140-01

GL-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

CD-04

INDICATIVE LINE OF BALUSTRADE GL-04

GL-04

1

WT-04 - ELEVATION SCALE 1 : 25

A

A

MT-13 INTERNAL CLADDING (TYP.)

MT-11

MT-13 INTERNAL CLADDING (TYP.)

MT-11

CL GL-04 IGU (TYP.)

1500 TYP

350

5

WT-04 - PLAN AT FIXED SCALE 1 : 25

1150

1 FE6504-51

1325

350

1325

CL F.O.G.

1325 3000 CL TYP

CL

3

BOUNDARY

CL

CD-04

GL-04

F.O.G. BOUNDARY

CL

3000 CL TYP

CL

1500 TYP

2 6140-01

IGU (TYP.)

350

1150

CL

350

MT-13 INTERNAL CLADDING (TYP.)

WT-04 - PLAN AT FIXED SCALE 1 : 25 A

1150

CL

1500 TYP

A 5

350

1325

CL

1500 TYP

CL

1500 TYP

440 350

MT-13 INTERNAL CLADDING (TYP.)

1

350

MT-11

FE6504-50

1

3

1325 3000 CL TYP

2

6140-01

CL CL

1

2

GL-10 BALUSTRADE 440

MULLION (TYP.)

FE6504-53

6140-01

3

1

MT-11

FE6504-50

1325

CL

1500 TYP

FE6504-53

GL-10 BALUSTRADE 440

MULLION (TYP.)

F.O.G.

2 6140-01

A

BOUNDARY CD-04

MT-11

GL-04

METAL TRIM

IGU (TYP.)MT-13 INTERNAL 350 CLADDING (TYP.) 1150

MT-11 METAL TRIM

CL GL-04 IGU (TYP.)

1500 TYP

350

3

WT-04 - PLAN AT OPERABLE SCALE 1 : 25

CL

MT-11

GL-04

METAL TRIM

IGU (TYP.)

CD-04

1 350 CL

1150

CD-04

1500 TYP 350

CL

1500 TYP

INDICATIVE LINE OF GL-10 MULLION (TYP.) OPERABLE IN OPEN POSITION BALUSTRADE 440 1150 350

1

MT-11

FE6504-50

1004

METAL TRIM

1150

CL

F.O.G. BOUNDARY

CL

350 CL

INDICATIVE LINE OF OPERABLE IN OPEN POSITION

1325 3000 CL TYP

INDICATIVE LINE OF OPERABLE IN OPEN POSITION

1150 1500 TYP

FE6504-53

1325

1325

F.O.G. BOUNDARY

CL CL

F.O.G.

1325 3000 CL TYP

1004

WT-04 - PLAN AT FIXED SCALE 1 : 25

CL

1 FE6504-51

800

5

MULLION (TYP.) 350 1150

CD-04

2 6140-01

1004 800

METAL TRIM

1 FE6504-51

440

MT-11

IGU (TYP.)MT-13 INTERNAL 350 CLADDING (TYP.) 1150

2 6140-01

440

MULLION (TYP.)

CD-04

GL-04 METAL TRIM

MULLION (TYP.)

1004

WT-04 - ELEVATION SCALE 1 : 25

CD-04

CD-04

1004

1

CD-04

CD-04

1004

WT-04 - ELEVATION SCALE 1 : 25

CL CL

BOUNDARY

800

A

1

Danielle Tellez Portfolio | 61

Recent # Sta A

A

B

350

F.O.G.

BOUNDARY

C

FFL 35750

07

Notes Copyrig All Righ No mat

550

Contrac work or

MT-12

1

BACKPAN

Do not

FE6504-13

SHADE

MT-11

4500 3600

4500

MULLION (TYP.)

N D U D

INTERNAL LANDSCAPE (BY TENANT)

N -

MT-10 EXTERIOR TRIM (TYP.) FFL 31250

06

FFL 26750

05

CD-04

MT-12 BACKPAN

1 FE6504-15

CEILING FINISH

4500

INDICATIVE LINE OF BIFOLD WHEN OPEN

1200

GL-10 BALUSTRADE

450

350 800

1 FE6504-14

2

WT-04 - SECTION SCALE 1 : 25

Consul

Archite Structu Fire En Geotec Facade ESD BIM Civil En Hydrau Mechan Fire Se Electric Wind C Vertica Waste Acousti Facade CPTED Securit BCA DDA Landsc Traffic C Survey Planne Heritag

Key Pla

Client

Consul

WT-04 62

Project

55 P

Project

1211 Drawn

Danielle Tellez Portfolio | 63

Sandstone Facades of Sydney

Figure 5.6: Materiality references

55 Pitt Street | 100% Design Development | Architectural Design Report | Woods Bagot | SHoP | March 2022

CONTINUE SANDSTONE

REINFORCE MONOLITHIC READING

PROVIDE TEXTURE

COMPLEMENT TOWER FACADE Figure 5.7: Hard-Core Principles 57

64

No

ALL PROFILE DRAWINGS, DIMENSIONS, AND QUANTITIES PROVIDED HERE ARE NOTIONAL AND ARE TO BE INDEPENDENTLY VERIFIED

BY THE CONTRACTOR FOR PRICING AND FABRICATION. REFER TO SEPARATE ARCHITECTURAL SURFACE MODEL FOR GEOMETRY. TP-5-14

Con

CURTAIN wor W Do

TP-5-13

693

TP-5-12

TERRACOTTA PROFILE TAG

340

4000

TP-5-11

RAM PRESS DIAGRAM 3307

TE-5-02

TERRACOTTA PROFILE ID

H

W

D

COUNT

TP-5-01

600

225

145

1710

TP-5-02

600

265

220

1710

TP-5-03

600

265

245

1710

TP-5-04

520

260

225

1710

TP-5-05

520

250

TP-5-06

520

220

TP-5-07

520

220

180

1710

TP-5-08

600

260

185

1748

600

275

250

1748

TP-5-10

TP-5-09

TP-5-08

55

5H.7

5S.7 TP-5-07

993

TP-5-09

MBER OF UNITS

17

54

6 5

6

440

5

253

17

782

17

782

TP-5-08

65S.6

5

5H.6253

5

6

253

17

17

17

17

TP-5-01

5 6

10

10

10

10

10

10

TP-5-07

460

10

TP-5-06

460

10

TP-5-05

TOTAL:

450

600

6000 4100

520 520

520 993

520

250

165

1748

TP-5-14

620

115

165

1748

TP-5-15

600

220

100

1672

TP-5-16

520

220

100

1672

TE-5-01

VARIES

330

120

304

TE-5-02

VARIES

330

120

304

TE-5-03

VARIES

260

95

38

TE-5-04

VARIES

225 CURTAIN 75 WALL TYPE

TE-5-05

VARIES

220 55 H = HOOD S 190 UNIT TYPE: = STEM

CURTAIN WALL UNIT TAG1672 520 220 130

38

2

5H.1S

WT-05 TERRACOTTA PROFILE SCHEDULE

3

RAM PRESS DIAGRAM

TE-5-02

TE-5-05 TE-5-05

NUMBER OF UNITS ELEVATION

UNIT TYPE

5H.1 TYPICAL HT = 3950

5H.2 CLIENT HT = 4300

5H.3 LEVEL 10 HT = 4950

5H.4 LEVEL 28 HT = 3950

NORTH

HOOD

203

23

5

5

NORTH

STEM

204

21

6

6

5

EAST

HOOD

629

68

17

17

17

EAST

STEM

629

68

17

17

17

SOUTH

6

HOOD

204

STEM

203

23

5

5

HOOD

370

40

10

10

10

WEST

STEM

370

40

10

10

10

TP-5-17

TP-5-16

6

6

WEST

TP-5-11

TE-5-01

21

5H.5 LEVEL 29 HT = 6000

SOUTH

TP-5-13

TP-5-15

TP-5-04

3950

635

VARIATION: L = LOUVER S = SHADOW BOX C = CORNER

5H.5

TP-5-05

5 6

2957

TP-5-14 TP-5-03

TP-5-10

TP-5-02

TP-5-09

TP-5-15

253

5S.4

4

TP-5-08

TP-5-01

28

460

1748

TP-5-13

TOTAL PROFILE30058 TERRACOTTA MIX

TP-5-07

TP-5-06

460

220

TP-5-08

TE-5-05

5S.5

253

310

TP-5-09

TP-5-16

782

635

TP-5-10

TP-5-17

782

1748

TP-5-12

TP-5-11

TP-5-01

253

1748

255

TP-5-17

TP-5-15

TP-5-02

253

265

335

TE-5-01 TP-5-03

BTOTAL

275

650

TP-5-16

TE-5-05

1710

600

TP-5-17

TE-5-05

3496

TP-5-04

29

TP-5-10

TP-5-09

TP-5-02

1900

253

130 ID PROFILE

25

17

6

TP-5-03

TE-5-02

160 1710 CURTAIN WALL TYPE

25

5

SUBTOTAL

TE-5-01

TP-5-11

443

6

5

5H.7 LEVEL 55 TP-5-04 HT = 4000

443

6

3407

5

5H.6 LEVEL 54 HT = 4400 440

5H.5 LEVEL 29 HT = 6000 4400

5H.4 LEVEL 28 HT = 3950

TP-5-05

5H.1S

SHAPE: P = PRESSED E = EXTRUSION

TP-5-11

TP-5-10

TP-5-06

TP-5-01

TERRACOTTA

100

3

WT-05 CURTAIN PANEL SCHEDULE

TP-5-12

5H.4

TP-5-11

3496 TP-5-17

TP-5-06

TP-5-16

993

TP-5-07

TP-5-11

TP-5-02

TP-5-09

TP-5-01

TP-5-08

HOOD UNIT

TP-5-06

TP-5-16

TP-5-11

520 TP-5-05

TP-5-02

TP-5-09

TP-5-01

TP-5-08

5H.2

TP-5-15 TP-5-12

TP-5-02

TP-5-17

TP-5-06

TP-5-16

TP-5-10

TP-5-15

TP-5-01

STEM UNIT

993

TP-5-09

TP-5-11

600 TP-5-10

TP-5-02

TP-5-09

TP-5-08

520

TP-5-03

TP-5-08

TP-5-01

5H.1

TP-5-07

TP-5-06

Key

5

TERRACOTTA PROFILES 6WT-05WT-05 AXON - TYPICAL PROFILES

Danielle Tellez Portfolio | 65 Date generated 3/21/2022 6:09:43 PM

BIM 360://55 Pitt St/SHP-AR-0102-RVT-R21.rvt

520

3950

WT-05 UNITS SCALE 1 : 50

Arc Stru Fire Geo Fac ES BIM Civ Hyd Me Fire Ele Win Ver Wa Aco Fac CP Sec BC DD Lan Tra Sur Pla Her

TP-5-03

TP-5-11

TP-5-07

TP-5-04

2957

1

Con

TP-5-04

TP-5-13

TP-5-05

5S.1

1 13 R1

600

TP-5-10

TP-5-12

TYPICAL FLOORS

600

TP-5-16

TE-5-02

TP-5-03

TP-5-14

HOOD UNIT

TP-5-06

600

TE-5-01

5S.2

TP-5-17

TP-5-15

TP-5-04

340

340

4300 3307

CLIENT FLOORS

25 TP-5-17

100

TP-5-07

TP-5-05

TP-5-14

TP-5-07

TE-5-03

5H.3

520

TE-5-04

TP-5-08

R9 69

993

TP-5-13

600

TP-5-10

5S.3

TP-5-09

TE-5-01

TP-5-03

25

360

TE-5-02

360

600

2877 1080

4950

TP-5-04

10

TP-5-10

TP-5-15

TP-5-05

7

WT

H

D

COUNT

145

1710

220

1710

245

1710

225

1710

160

5

S

1710

WT-05 TERRACOTTA PROFILES

130

1710

180

1710

185

1748

250

1748

265

1748

255

1748

220

1748

165

1748

165

1748

100

1672

100

1672

130

1672

120

304

120

304

95

38

75

38

55

190

OTAL

30058

Ram Pressed Terracotta

WT-05 66

2

CL

FFL 88550

20

CL

6150-01

FFL 88550

20

FFL 84600

19

2

GL-05

GL-05

GL-05

GL-05

GL-05

GL-05

GL-05

3950

GL-05

3950

6150-01

SHADOW BOX, TYP

FFL 84600

19

3950

SHADOW BOX, TYP

GL-05

GL-05

GL-05

GL-05

GL-05

GL-05

GL-05

GL-05

3

_________________________________________________ _____

3950

6150-01

FFL 80650

18

FFL 80650

18

3

_________________________________________________ _____

6150-01

1

WT-05 - ELEVATION SCALE 1 : 25

1

WT-05 - ELEVATION SCALE 1 : 25

CHAMFERED TOWER MULLION (TYP.)

TOWER IGU (TYP.)

2

1

6150-02

FE6505-50

GL-05

CL

MT-16

450

F.O.G. & BOUNDARY CHAMFERED TOWER MULLION (TYP.) MT-16 1840 CL

2

1840 MT-15

CL

6150-02

FE6505-50

CD-05

1840

CL

LINE OF MAX PROJECTION

GL-05 CL

TERRACOTTA SUNSHADE

TERRACOTTA SUNSHADE DASHED BELOW CL

EXTERIOR TRIM

TOWER IGU (TYP.)

1

1840

CL

450

F.O.G. & BOUNDARY

1840 CL

1840 MT-15 EXTERIOR TRIM

3

WT-05 - EW PLAN

CL

1840 CL

LINE OF MAX PROJECTION

1840 CD-05

CL

TERRACOTTA SUNSHADE

CL

TERRACOTTA SUNSHADE DASHED BELOW

Danielle Tellez Portfolio | 67

F.O.G.

Recent revision h # Status A

LINE OF MAX PROJECTION

B C

150

FFL 88550

20

Notes Copyright © Woo All Rights Reserv No material may b

GLAZED SPANDREL

Contractor must v work or preparing

900

400

GL-05C

1

Do not scale draw

FE6505-12

450

CL

3050

GL-05 TOWER IGU (TYP.)

NOTE: DESIGN UNDER DEVEL

19

FFL 80650

18

150

FFL 84600

400

BACKPAN

900

GL-05C

North E - Retail - Terrac - Softco

1 FE6505-13

SHADE CD-05

MT-16

3050

TERRACOTTA SUNSHADE

TOWER MULLION (TYP.) MT-15

EXTERIOR TRIM

2

WT-05 - EW SECTION SCALE 1 : 25

Consultants

Architects Structural Engine Fire Engineer Geotechnical Eng Facade Engineer ESD BIM Civil Engineer Hydraulic Engine Mechanical Engin Fire Services Eng Electrical Enginee Wind Consultant Vertical Transpor Waste Acoustic Enginee Facade Access C CPTED Consulta Security BCA DDA Landscape Archit Traffic Consultan Surveyor Planner Heritage Consulta

Key Plan

Client

WT-05 68

Consultant

Project

55 Pitt Str

6175-01

6175-01

CD-07

GL-06A

GL-06A

GL-06

2

GL-06

GL-06

CD-07

GL-06A

GL-06A

CD-07

GL-06A

GL-06A

GL-06

2

3 6175-01

GL-06

GL-06

6175-01 GL-06

GL-06

GL-06

GL-06

GL-06

GL-06 FFL 134400

31

FFL 134400

31

WT-06 FFL 134400

31

3950

WT-06

CD-07 GL-06

GL-06

GL-06A

GL-06A

GL-06

GL-06

GL-06

GL-06

GL-06A

GL-06A

GL-06

GL-06

GL-06

GL-06

GL-06A

GL-06A

GL-06

3950

GL-06 CD-07

3950

WT-06

CD-07

CD-07

GL-06

GL-06

CD-07

CD-07

CD-07

CD-07

GL-06

GL-06

CD-07

CD-07

CD-07

1

WT-06 TO WT-07 CD-07TRANSITION

GL-06

GL-06

CD-07

CD-07

CD-07

1

WT-06 TO WT-07 TRANSITION

1

WT-06 TO WT-07 TRANSITION

WT-06

WT-06

WT-06

MT-26

CD-07

MT-21 MULLION (TYP.)

GL-10 BALUSTRADE

MT-21 MULLION (TYP.)

GL-10 BALUSTRADE

MT-21 MULLION (TYP.)

3

WT-07

GL-10 BALUSTRADE GL-06 IGU (TYP.)

WT-06

6175-01

MT-26

CD-07 1500

1500

WT-07

CL

CL

1500

4

CL WT-06

MT-26

CL

WT-06

CL

6175-01

GL-06A IGU (OPERABLE UNITS) CL

1500

6175-01

1500 CL

2 6175-01

1500

2

6175-01

LEDGE

F.O.B

MT-04 LEDGE

1500

BOUNDARY

1016 CL

1500

GL-06A IGU (OPERABLE UNITS)

CL

BOUNDARY

MT-04

1016

CL GL-06 IGU (TYP.)

WT-06

1500 CL

1500

CL

3

WT-07

1500

GL-06 IGU (TYP.)

1500 CL

WT-06 TO WT-07 STEP PLAN

CL

4

1500

3

1500

TO WT-07 STEP PLAN CD-07

4

CL

F.O.B

GL-06A IGU (OPERABLE UNITS)

CL

2 6175-01

LEDGE

1500 CL

F.O.B BOUNDARY

MT-04

1016 CL

WT-06 TO WT-07 STEP PLAN

GL-06

GL-06 SHADOW BOX

MT-26 MULLION (TYP.)

GL-06 1500 SHADOW BOX

MT-26 1500 MULLION (TYP.)

F.O.B. BOUNDARY

CD-07

F.O.B. BOUNDARY

WT-06

GL-06 1500

1500 CL

5 5

CL

1500

WT-06 STRIP PLAN

CL

CL WT-06

1500 CL

WT-06 STRIP PLAN

CL

1500 CL

GL-06

CD-07 1500 CL

1500 CL

GL-06

CL

1500

1544 CL

CL CD-07

MT-26 MULLION (TYP.)

SHADOW BOX

1544

F.O.B. BOUNDARY

WT-06

1500 C

1500 C

1500 C

1500 C

Danielle Tellez1544Portfolio | 69

1500 C

C

FFL 130450

30

FFL 130450

30

FFL 130450

30

F

GL-06

MT-21 MULLION (TYP.)

MT-21 MULLION (TYP).

FFL 134400

31

31 MT-22 BACKPAN

900

MT-22 BACKPAN

900

FFL 134400

INDICATIVE LINE OF BIFOLD WHEN OPEN WT-06

SHADE

CEILING FINISH

3950

3950

SHADE

3050

GL-06

3050

GL-06A

GL-10 BALUSTRADE (TYP).

MT-04

MT-04 COPING

COPING FFL 130450

SLOPE

30

FFL 130450

30

CD-07 GL-06

WT-07

LMR

2

WT-06 TO WT-07 TRANSITION SECTION

3

WT-06 TRANSITION SECTION

F.O.B BOUNDARY

WT-06 & WT-07

F.O.B. BOUNDARY

70

SLOPE

ndard

View 2

spaces

c

The tural

de

els

1

e

n entry gh provide

5:Bronze ured metal ding

Views of Queens Court

Louvre

eens Court Plan

CD01:Sandstone Cladding

Figure 3.15: Queens Court view towards Dalley Street

Danielle Tellez Portfolio | 71

Level 1 RL 9.22

"#$%&'

"#$$&'

72

2 6200-03

CD-04

2 6200-03

CD-04

CD-04

CD-04

MT-41

MT-41

MT-41

MT-41

CD-04

CD-04 MT-40

CD-04 MT-40

CD-04 MT-40

MT-41

MT-41

MT-41

1700

MT-41

CD-04

CD-04 MT-40

MT-40 MT-41

03

FFL 17800

03

RL 13510

02

RL 13510

02

FFL 9220

01

FFL 9220

01

MT-40

MT-40

MT-40

GL-15

GL-15

GL-15

GL-15

GL-15

GL-15

GL-15

GL-15

4290

1700

MT-41

FFL 17800

MT-40

MT-40

4290

GL-15

3

GL-15

6200-03

3 6200-03

4

_________________________________________________ _____

6200-03

GL-15

GL-15

GL-15

GL-15

GL-15

GL-15

GL-15

GL-15

GL-15

GL-10

GL-10

4290

GL-15

4

_________________________________________________ _____

4290

6200-03

GL-15

GL-15

MT-04

GL-15

1

WT-15 - ELEVATION MT-04 SCALE 1 : 25

1

WT-15 - ELEVATION SCALE 1 : 25

GL-15

GL-15

GL-10

GL-10

MT-04

MT-04

MT-04

GL-15

GL-15

GL-15

MT-04

MT-04

MT-04

GL-15

MT-04

GL-15

MT-04

2

W S

2

W S

5

W

INTERIOR/LOBBY

MT-41 CUSTOM STEEL MULLION

SLIDING DOOR

INTERIOR/LOBBY

MT-04

1

LEDGE

1

FE6515-50

MT-41 CUSTOM STEEL GL-15 MULLION

GL-10 SLIDING DOOR BALUSTRADE

FE6515-51

1500 CL

1500 CL

1

1500 CL

MT-04 LEDGE

1500 CL

EXTERIOR / QUEENS COURT 1

FE6515-50

GL-10 BALUSTRADE

1500 CL

CL

GL-15

FE6515-51

1500 CL

1500 CL

1500 CL

1500 CL

1500 CL

CL

EXTERIOR / QUEENS COURT

4

WT-15 - PLAN SCALE 1 : 25

Danielle Tellez Portfolio | 73

PODIUM FACADE

03 BRONZE COLOURED METAL TRIM STRUCTURAL GLAZING

3 6440-01

1

F.O.G.

WT-04

FFL 17800

EOT

FFL 17800

03

RL 13510

02

CD-04

_________________________________________________ _____

FE6516-13

SLOPE

MT-40

1700

1 FE6515-12

CUSTOM BRACKET CLAD IN BRONZE FINISHED METAL

SYPHONIC DRAINAGE REFER HYD ENG. DWG)

4290

4290

DEMOUNTABLE ART WALL ON STEEL FRAMING

MT-40

R2900

EXISTING AUSGRID WALL

CURVED SOLID ALUMINIUM CLADDING FINISH TO MATCH CANOPY STRUCTURE

SFT-05

CUSTOM TIMBER OR SIMILAR SOFFIT

SFT-04

RL 13510

313

QUEENS COURT CANOPY

02 2900

LIFT AND SLIDE SLIDING D WITH FOLDED FRAME

LOBBY

4290

4290

GL-15

MT-41

ARCHITECTURAL STEEL S MT-41 ARCHITECTURAL STEEL SUPPORT

GL-10

GLASS BALUSTRADE @ OP

FFL 9220

FFL 9220

01 MT-04

1

01

MT-04

FE6515-03

STRUCTURAL CONNECTION TBC AWAITING ARUP ADVICE

2

WT-15 - SECTION SCALE 1 : 25

STRUCTURAL CONNECTIO AWAITING ARUP ADVICE

3

WT-15 - SEC SCALE 1 : 2

WT-10 74