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
G
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
C
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
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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
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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
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GL-04A
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4500
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3
_________________________________________________ _____
MT-11
4500
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INDICATIVE LINE OF BALUSTRADE
3
_________________________________________________ _____
6140-01
GL-04
CD-04
GL-04
CD-04
GL-04A
GL-04A
CD-04
MT-11
4500
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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
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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
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INDICATIVE LINE OF OPERABLE IN OPEN POSITION
1150 1500 TYP
FE6504-53
1325
1325
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CL CL
F.O.G.
1325 3000 CL TYP
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WT-04 - PLAN AT FIXED SCALE 1 : 25
CL
1 FE6504-51
800
5
MULLION (TYP.) 350 1150
CD-04
2 6140-01
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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
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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