Architecture Portfolio

Tina Nguyen 2023 WORK SAMPLE WORK SAMPLE 2022

PROFESSIONAL WORKS 2021 2015 - 2020

TPG PERKINS&WILL

NYC SEA

PERKINS&WILL Sketch-up, Rhino, Revit, Enscape, Lumion, Indesign, Illustrator and Photoshop, New Forma, & Blue Beam.

Role Primary Responsibility

Architectural Designer 2 Project experience in Healthcare (3), Lab & Science Technology (2), High-Rise residential (1) and TI Projects (13). Lead (Job Captain) and support all design phases for most TI projects. Intense involvement in construction administration, consultant coordination, and client meetings. Facilitated, produced, and prepared design presentations and design options for space programming and design development. Prepared construction documents that involve code and support technical design details.

Prepared and developed programming options for patient care and existing conditions. Produced architectural renderings, drawings, 3D, and physical models (massing & site).

SELECTED PROJECTS

2016 Westbank Highrise Residential

HIGHRISE

2020 Swedish Block 95 Medical Office Building 2019 Swedish North Tower In-Patient Building 2018 Swedish Enabling Project - Nourish Breakroom

HEALTHCARE

2017 Vulcan V8

OFFICE

2021 Wagamama ATL

HOSPITALITY

WESTBANK HIGH-RISE JUN 2016

Sketch-up, Rhino, Revit, Indesign, Illustrator and Photoshop.

Role Primary Responsibility

Architectural Designer 1 Schematic Design, DRB package, and documentation (details development, diagrams, and facade design) in mapping elements on the exterior facade of Westbank Frye.

Exterior Renderings of Westbank Frye Motiv Images

Facade Design

Westbank Frye High-Rise The Board supported the massing scheme from the

, BUILDING FACADE /

EDG proposal of an iconic building shape.

nd character od attributes, esign with an en contribute he sunscreens scrim which ies of unique

Frye Salon Frye Salon features over one hundred forty paintings from the Frye Art Museum’s Founding Collection, recreating the sumptuous viewing experience enjoyed by visitors to the art gallery in Charles and Emma Frye’s Seattle home in the first decades of the

d as a series of ed around the tretched on a age is mapped le, repetition, abstraction of

twentieth century. Hung floor to ceiling, the paintings capture the atmosphere of

om perforated k system. The ony conditions to access the e fixed where s and are not

- Fryemuseum.org

the Fryes’ salon-style exhibitions, which showcased the artists of the renowned Munich Secession and the “stars” of the preceding Artists’ Association, the Munich Künstlergenossenschaft.

AXONOMETRIC AXONOMETRIC VIEWVIEWVIEW AXONOMETRIC AXONOMETRIC VIEW

AXONOMETRIC VIEW AXONOMETRIC VIEW

SCREEN DESIGN

SCREEN DESIGN

WESTBANK FRYE - PERFORATION PATTERN STUDIES

ESTBANK FRYE - PERFORATION PATTERN STUDIES

WITHOUT SCREENS WITHOUT SCREENS WITHOUT SCREENS WITHOUT SCREENS

VOLUME

Frye Art Museum Images (Inspiration)

Westbank FryeSCREENS Highrise WITHOUT | Project 3021510 | DRB Recommend WITHOUT SCREENS

ARCHITECTURE, BUILDING FACADE / Westbank Frye High-Rise The Board suggested a facade system that would manage solar gain and create architectural interest.

Facade inspiration came

Facade is a canvas

from the ‘Frye Salon’:

wrapped around the three

the museums Founding

boxes - a simple “warp”

Collection of paintings that captures the atmosphere of the Frye’s exhibit style.

woven together to create a framework.

The screens shift creating new patterns resulting in an artful representation of urban living and relating it to the Frye Museum.

ARCHITECTURE SITE URBAN DESIGN

ARCHITECTURE, BUILDING FACADE/

MAPPING THE SALON ON THE EXTERIOR FACADE

SCREENS WITHWITH SCREENS WITH SCREENS WITH SCREENS

SCREEN WRAP

GALLERY SPACE

dation MeetingWITH | 09.21.2016 SCREENS

PATTERN

WRAP EXTERIOR FACADE OF WBF

SHUFFLE

PICK A STARTING POINT

23

WITH SCREENS

UNFOLD

RE-ARRANGE SALON WALLS ACROSS BOX WRAP EXTERIOR AND SHIFT STRIP AT EACH LEVEL TO REDUCE STACKING EFFECT OF IMAGES

Salon Mapping Diagrams

EACH SALON WALL IS PROJECTED TO THE EXTERIOR OF THE FACADE

MAPPING THE SALON ON THE EXTERIOR FACADE

WESTBANK FRYE

SCREEN PERFORATION APPROACH 09/06/2016

ENGINEERED THICKNESS TO SPAN DIMENSIONS ENGINEERED SHOWN ONTHICKNESS DRAWINGSTO AND SPAN MEET DIMENSIONS SHOWN ON DRAWINGS AND MEET SPECIFIED CRITERIA. SPECIFIED CRITERIA.

SCREENS GENERAL NOTES

4

3

3

3

2

2

5/8"

5/8"

5/8"

5/8"

5/16"

5/16"

5/16"

5/16"

SCREENS GENERAL SCREENS NOTESGENERAL WESTB 2. PANEL CONSTRUCTION: FOLDED, PREFINISHED ALUMINUM PLATE PANELS WITH

5/8"

4

5/16"

5/16"

3

3

9/16"

4

WEST AND NORTH TOWER NORTH/WEST SOUTH AND ELEVATIONS NORTH TOWER OPP SIM NORTH/ SOUTH ELEVATIONS OPP SIM

TION

5/8"

9/16"

3

5/8"

9/16"

AM

BREAKING MECHANISM, ANDPREFINISHED ACCESSORIES. 2. PANEL CONSTRUCTION: FOLDED, 2. PANEL ALUMINUM CONSTRUCTION: PLATE PANELS FOLDED, WITHPREFINISHED ALUMINU

5/16"

9/16"

4

W

5/8"

5/16"

EASTINTERIOR ELEVATION INTERIOR FACING NORTH ELEVATION FACING NORTH ELEVATION

707 Terry A

9/16"

9/16"

9/16"

9/16"

2

2

2

EAST ELEVATION

SCREENS GENERAL SCREENS NOTESGENERAL NOTES

10. ALTERNATES: PROVIDE PRICING FOR 2 SEPARATE BASIS OF DESIGN SYSTEMS: 1. FULL OPERABLE PERFORATED METAL SCREEN SYSTEM (SINGLE SOURCE: ENGINEERED THICKNESS TO SPAN DIMENSIONS SHOWN ON DRAWINGS AND MEET PANELS AND 9. ALTERNATE: PROVIDE PRICING FOR STAINLESS STEEL PANEL WITH “ANGEL HAIR” BREAKING MECHANISM, AND ACCESSORIES. BREAKING MECHANISM, AND ACCESSORIES. CUSTOM PANELS PER FRYE MUSEUM SALON IMAGERY AND ATTACHED ELEVATIONS FINISHART IN LIEU OF ALUMINUM. HARDWARE): SPECIFIED CRITERIA. AND 2. ALL HENDRICKS, OR APPROVED EQUAL, STANDARD PANELS, SO THAT THE CLIENT AND6.DESIGN TEAM CAN CHOOSE ADESIGN: ‘BLEND’ BASED ON THE PROJECT BUDGET. 10.

ALTERNATES: PROVIDE PRICING FOR 2 SEPARATE BASIS OF DESIGN SYSTEMS: 1. FULL HARDWARE BASIS OF1.

RENSON (CONTACT 6.

HARDWARE GILLES BASIS VANPOUCKE OF DESIGN: RENSONWITH (CONTACT GILLE FULLY ENGINEERED SYSTEM –DELEGATED DESIGN PROCUREMENT DESIGN OPERABLE PERFORATED METALPANELS SCREEN OPERABLE (SINGLE PERFORATED SOURCE: PANELS METALAND AND SCREEN SYSTEM (SINGLE SOURCE: AND CUSTOM PERSYSTEM FRYE ART MUSEUM SALON IMAGERY ATTACHED ELEVATIONS 3.

PANEL PERFORATION: CUSTOM HOLED PERFORATION PATTERN TO ACHIEVE IMAGE ASPANELS GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE HARDWARE): HARDWARE): PRECONSTRUCTION AND 2. ALLASSIST HENDRICKS, OR APPROVED EQUAL,SERVICES. STANDARD PANELS, SO THAT THE CLIENT

INTERIOR FACING NORTH ELEVATION

WEST AND NORTH TOWER NORTH/ SOUTH ELEVATIONS OPP SIM 5/16" RN DIAGRAM

5/8"

5/8"

5/8"

5/16"

5/16"

5/16"

SHOWN ON DRAWINGS. PROVIDE OVERALL. OPENNESS OF 50-60% (PIETER.VERHAEGHE@RENSON.BE); ALTERNATE: (PIETER.VERHAEGHE@RENSON.BE); HAWA AG. ALTERNATE: HAWA AG AND DESIGN TEAM CAN CHOOSE A ‘BLEND’ BASED ON THE PROJECT BUDGET.

1. FULLY ENGINEERED SYSTEM –DELEGATED 1.

DESIGN FULLY PROCUREMENT ENGINEERED SYSTEM WITH DESIGN –DELEGATEDALUMINUM DESIGN PROCUREMENT WITH DESIGN 2. PANEL CONSTRUCTION: FOLDED, PREFINISHED PLATE PANELS WITH ASSIST PRECONSTRUCTION SERVICES. ASSISTORGANIC PRECONSTRUCTION SERVICES. 4. PANEL FINISH: HIGH-PERFORMANCE COATING: 3-COAT FLUOROPOLYMER

7. LOCATION: TOWER EXTERIOR BALCONIES AND 7.TO LOCATION: ROOFTOP TOWER AMENITIES. EXTERIOR AND ROOFTOP ENGINEERED THICKNESS SPAN DIMENSIONS SHOWN ON BALCONIES DRAWINGS AND MEET FINISH 70-PERCENT PVDF RESIN: AAMA 2605, “MILL FINISH LOOK”. PROVIDE

SPECIFIED CRITERIA. 2. PANEL CONSTRUCTION: FOLDED, PREFINISHED 2.

PANEL ALUMINUM CONSTRUCTION: PLATE PANELS FOLDED, WITHPREFINISHED ALUMINUM PLATE PANELS WITH SAMPLE FOR ARCHITECT’S APPROVAL. 8. PERFORMANCE REQUIREMENT: PROVIDE 8.

PERFORMANCE SOURCE FOR REQUIREMENT: PANELSHOWN FABRICATION PROVIDE SINGLE SOURC ENGINEERED THICKNESS TO SPAN DIMENSIONS ENGINEERED SHOWN ONSINGLE THICKNESS DRAWINGS TO AND SPAN MEET DIMENSIONS ON DRAWINGS AND MEET 3. PANEL PERFORATION: CUSTOMWITH HOLED PERFORATION PATTERN TO ACHIEVE IMAGE AS SPECIFIED CRITERIA. SPECIFIED CRITERIA. (PANEL WITH HARDWARE).

DESIGN/ASSIST PROCUREMENT (PANEL HARDWARE).

FOR FULLY ENGINEERED DESIGN/ASSIST PROCUREMENT

WEST AND NORTH TOWER NORTH/ SOUTH ELEVATIONS OPP SIM

9/16"

12" = 1'-0"

12"DIAMETER = 1'-0" 12" = 1'-0" 3/16"-1/2" HOLE - 5/8" CENTERS 3/16"-1/2"- OPEN HOLE DIAMETER AREA VARIES - 5/8" (20%-58%) CENTERS - OPEN AREA VARIES (20%-58%) AVERAGE OPEN AREA = 50%. 420 HOLES AVERAGE / SFOPEN AVERAGE AREA = 50%. 420 HOLES / SF AVERAGE

CUSTOM PATTERN 1 1/2"

SEE SCHEDULE

1 1/2" 1 1/2"

SEE SCHEDULE

1 1/2"

STANDARD PATTERN

5/16"

1 1/2"

1 1/2"

9/16"

9/16"

2

1 1/2"

PERFOR SCREENS GENERAL SCREENS NOTESGENERAL SCREE

SEE SCHEDULE

AT IMAGE PATTERN AT IMAGE 5 CUSTOM PATTERN 5 CUSTOM 1 1/2"

1 1/2"

CUSTOM PATTERN 1 1/2" SEE SCHEDULE CUSTOM 1 1/2" 1 1/2" PATTERN SEE SCHEDULE 1/2" PATTERN AT IMAGE AT 1IMAGE L PATTERN NORTH/ SOUTH ELEVATIONS 5 5 CUSTOM

S

PERFOR 2. PANEL CONSTRUCTION: FOLDED, PREFINISHED 2. PANEL ALUMINUM CONSTRUCTION: PLATE PANELS FOLDED, WITHPREFINISHED ALUMINU PR ENGINEERED THICKNESS TO SPAN DIMENSIONS ENGINEERED SHOWN ONTHICKNESS DRAWINGSTO AND SPAN MEET DIMENSIONS SHOWN ON SCREE SPECIFIED CRITERIA. SPECIFIED CRITERIA. P

PRELIM C 3. PANEL PERFORATION: CUSTOM HOLED PERFORATION 3. PANEL PERFORATION: PATTERN TO ACHIEVE CUSTOM HOLED IMAGE AS PERFORATION PA PRICING SHOWN ON DRAWINGS. PROVIDE OVERALL. OPENNESS SHOWN ONOF DRAWINGS. 50-60% PROVIDE OVERALL. OPENNESS OF B 5/26/2

B.0.D. Hendrick Metal Panel 420 Holes/Sf Average

STANDARD PATTERN

STANDARD PATTERN STANDARD PATTERN

4 4 STANDARD PATTERN STANDARD PATTERN 5/8" 5/8"

5. PANEL HARDWARE: STAINLESS STEEL, HEAVY 5. PANEL DUTY HARDWARE: ROLLING HARDWARE STAINLESS STEEL, HEAVY DUTY ROL B D INCLUDING: TRACK, BRACKETS, FASCIAS, HANGERS, INCLUDING: GUIDES, TRACK, GUIDE BRACKETS, CHANNELS, GUIDE CFASCIAS, HANGERS, BREAKING MECHANISM, AND ACCESSORIES. BREAKING MECHANISM, AND ACCESSORIES.

HARDWARE BASIS OF DESIGN: RENSON (CONTACT 6. HARDWARE GILLESBASIS VANPOUCKE OF DESIGN:B RENSON (CONTACT GILLE = 1'-0" - 5/8" CENTERS C 1/2" HOLE12" DIAMETER 1/2"- 58% HOLEOPEN DIAMETER AREA - 5/8" CENTERS - 58% OPEN6.AREA

12"DIAMETER = 1'-0" 12" = 1'-0" 3/16"-1/2" HOLE - 5/8" CENTERS 3/16"-1/2"- OPEN HOLE DIAMETER AREA VARIES - 5/8" (20%-58%) CENTERS - OPEN AREA VARIES (20%-58%)

AVERAGE OPEN AREA = 50%. 420 HOLES AVERAGE / SFOPEN AVERAGE AREA = 50%. 420 HOLES / SF AVERAGE B.O.D. HENDRICK METAL PANEL 420 B.O.D. HOLES HENDRICK / SF AVERAGE METAL PANEL 420 HOLES / SF AVERAGE CUSTOM PATTERN CUSTOM AT 5/8" 5/8" IMAGE PATTERN AT IMAGE

1 1/2"

1 1/2"

1 1/2"

11 1/4"

1 1/2" 2 1/2"

11 1/4"

1 1/2"

3/4" = 1'-0"

2

SEE SCHEDULE 11 1/4" SEE SCHEDULE

SEE SCHEDULE

EQ.

REFER TO SCHEDULE FOR SCREEN SIZES 3/16" ALUMINUM PANEL W/ 3 COAT

2 1/2"

EQ.

3 TYPICAL SCREEN AXON NOT TO SCALE

KYNAR FINISH TO MATCH MILL FINISH ALUMINUM

TYPICAL SCREEN AXON TYPICAL SCREEN AXON

3

NOT TO SCALE PERFORATED METAL FASCIA

PERFORATED METAL FASCIA SCREEN RETURNS TO BE SCREEN RETURNS TO BE 3/16" ALUMINUM PANEL W/ 3 COATKYNAR FINISH TO MATCH MILL BREAKFORMED AND WELDED BREAKFORMED ALUMINUM AND WELDED KYNAR FINISH TO MATCH MILL FINISH 11 1/4"

3/4" = 1'-0"

2 1/2"

TYPICAL SCREEN DETAIL AND RETURNS EQ. EQ. TYPICAL SCREEN DETAILS & RETURN

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

2 1/2" SEE SCHEDULE

7. LOCATION: TOWER EXTERIOR BALCONIES AND 7. LOCATION: ROOFTOPTOWER AMENITIES. EXTERIOR BALCONIES AND ROOFTOP

8. PERFORMANCE REQUIREMENT: PROVIDE SINGLE 8. PERFORMANCE SOURCE FOR REQUIREMENT: PANEL FABRICATION PROVIDE SINGLE SOURC (PANEL WITH HARDWARE). DESIGN/ASSIST PROCUREMENT (PANEL WITH HARDWARE).

FOR FULLY ENGINEERED DESIGN/ASSIST PROCUREMENT PANEL AND HARDWARE SYSTEM. PANELS TO PANEL ACCOMMODATE AND HARDWARE MAXIMUM SYSTEM. PANELS TO ACCOMMODA SEISMIC MOVEMENT DISPLACEMENT FOR INTER-STORY SEISMIC MOVEMENT DRIFT ANDDISPLACEMENT ANTICIPATED FOR INTER-STORY DR MAXIMUM LIVE-LOAD DEFLECTION COMPLYING MAXIMUM WITH AAMA LIVE-LOAD 501.4. ENGINEER DEFLECTION COMPLYING WITH AAMA SYSTEM FOR OUT-OF-PLANE WIND LOAD ANDSYSTEM IN-PLANE FOR SEISMIC OUT-OF-PLANE RACKING.WIND LOAD AND IN-PLANE SEI ENGINEER FOR HARMONIC FREQUENCY REDUCTION. ENGINEER PROVIDE FOR HARMONIC COMPENSATION FREQUENCY REDUCTION. PROV CHANNEL AS REQUIRED. PROVIDE VISUAL MOCK-UP. CHANNEL PROVIDE AS REQUIRED. MINIMUM PROVIDE OF 20 VISUAL MOCK-UP. PROV YEAR WARRANTY. YEAR WARRANTY.

9. ALTERNATE: PROVIDE PRICING FOR STAINLESS 9. ALTERNATE: STEEL PANEL PROVIDE WITH “ANGEL PRICINGHAIR” FOR STAINLESS STEEL PA FINISH IN LIEU OF ALUMINUM. FINISH IN LIEU OF ALUMINUM.

A

11 1/4"

&KHFNHG -RE 1XPEHU $SSURYHG 'UDZQ

OVERHEAD TRACK BEYOND

A

B

PERFORATED METAL FASCIA PERFORATED METAL FASCIA

PANEL PANEL0103

PANEL 02

PANEL 03

PANEL 01

PANEL 02

PANEL 03

A

S

'UDZQ

TYPICAL SCREENTYPICAL DETAIL ELEVATION SCREEN DETAIL ELEVATION

1 1/2"

1 1/2"

11 1/4"

1/2" = 1'-0"

&KHFNHG

$ C

EXTERIO

PANELAREA 01 02 HOLES PANEL 03 AREA AVERAGE OPEN = 50%.

420 AVERAGE / SFOPEN AVERAGE = 50%. 420 HOLES / SF AVERAGE 3PANEL 3 3

2

EQ.

EQ. EQ.

EQ.

3

3

EQ.

3/4" = 1'-0"

2 1/2"

2

3/16" ALUMINUM PANEL W/ 3 COAT3/16" ALUMINUM PANEL METAL W/ 3 COAT PERFORATED FASCIA REFER TO SCHEDULE FOR SCREEN SIZES KYNAR FINISH TO MATCH MILL KYNAR FINISH TO MATCH MILL FINISH ALUMINUM FINISH ALUMINUM

EQ.

EQ.

NOT BCopyrF

1

1

1

NOT TO SCALE

$

NOT FOR CON

NOT TO SCALE

Copyr

2

TYPICAL SCREEN AXON

1

PERFORATED METAL FASCIA NOT TO SCALE

AXON TYPICAL SCREEN AXON 3 TYPICAL SCREEN

OVERHEAD TRACK BEYOND

EQ.

SEE SCHEDULE

11 1/4"

EQ.

EQ.

3

NOT FOR CON

OVERHEAD TRACK BEYOND

12

NOT TO SCALE REFER TO SCHEDULE FOR SCREEN SIZES OPERABLE PERFORATED SCREEN OPERABLE SCREEN PERFORATED METAL FASCIA METAL FASCIA

2 1/2"

3/4" = 1'-0"

SEE SCHEDULE 2 1/2"

SCREEN DETAIL AND RETURNS TYPICAL SCREEN DETAILS & RETURN 2TYPICAL 2 1/2"

3

EQ.

DETAIL AND SCREENEQ. TYPICAL EQ. EQ. RETURNS EQ. EQ.

11 1/4"

11 1/4"

EQ.

1/2" = 1'-0"

2

3/4" = 1'-0" REFER TO SCHEDULE FOR SCREEN NOT TO SCALE REFER SIZESTO SCHEDULE FOR SCREEN SIZES 11 1/4"

1 1/2" 1 1/2"

4

3/4" = 1'-0"

2 1/2"

2

PARTIAL EAST ELEVATION SHOWN (WEST ELEVATION OPP SIM)

1111/4" 1/2"

EVATIONS

= 1'-0" - 5/8" CENTERS 1/2" HOLE12" DIAMETER 1/2"- 58% HOLEOPEN DIAMETER AREA - 5/8" CENTERS - 58% OPEN AREA B.O.D. HENDRICK METAL PANEL 420 B.O.D. HOLES HENDRICK METAL PANEL 420 HOLES / SF AVERAGE 2 2 / SF AVERAGE

3/4" = 1'-0" REFER TO SCHEDULE FOR SCREEN NOT TO SCALE REFER SIZESTO SCHEDULE FOR SCREEN SIZES

1 1/2"

3/4" = 1'-0"

VATION OPP SIM) VE NO SCREENS)

4

DETAIL AND DETAIL AND RETURNS SCREEN RETURNS AXON SCREEN AXON 2 TYPICAL SCREEN 2 TYPICAL 3 TYPICAL SCREEN 3 TYPICAL 1 1/2" SEE SCHEDULE 1 1/2" 1 1/2" SEE SCHEDULE 1 1/2" DETAIL SCREEN DETAIL DETAILELEVATION SCREEN TYPICAL SCREENTYPICAL AND RETURNS AND RETURNS TYPICAL SCREENTYPICAL AXON SCREEN AXON 1 TYPICAL 4

S A

PANEL 01

PANEL 02

PANEL 02

A

PANEL 03

OVERHEAD TRACK BEYOND

1/2" = 1'-0"

PERFORATED METAL FASCIA

3

$

11 1/4"

PANEL 02

3

PANEL PANEL0103

PANEL 02

PANEL 03

PANEL 01

PANEL 02

PANEL 03

NOT FOR CON B

PERFORATED METAL FASCIA

Copyr 2

PERFORATED METAL FASCIA

2

1

1

A

1 1/2"

1 1/2"

PANEL 01

11 1/4"

4

WN VATION ( EXTERIOR OPP SIM) FACING NORTH ELEVATION OPP SIM) VE RIOR NOFACING SCREENS) N/S ELEVATIONS HAVE NO SCREENS)

TYPICAL SCREENTYPICAL ELEVATION DETAIL ELEVATION SCREEN DETAIL PERFORATED METAL FASCIA

NS ST VATION ELEVATION OPP SIM) SHOWN (WEST ELEVATION OPP1 SIM) 1/2" = 1'-0"

1 1 TYPICAL SCREEN DETAIL ELEVATION 1/2" = 1'-0"

4

4

11 1/4"

PARTIAL EAST ELEVATION SHOWN (WEST ELEVATION OPP SIM)

1/2" = 1'-0"

PANEL 01

3PANEL 02

PANEL 03

DETAIL AND DETAIL AND RETURNS SCREEN RETURNS AXON SCREEN AXON 2 TYPICAL SCREEN 2 TYPICAL 3 TYPICAL SCREEN 3 TYPICAL 3/4" = 1'-0"

3

&KHFNHG

EXTERIO

PERFORATED METAL FASCIA

OPERABLE SCREEN

ELEVATION DETAIL SCREEN DETAIL ELEVATION OPERABLE SCREEN 1 TYPICAL SCREEN 1 TYPICAL

PARTIAL EAST ELEVATION SHOWNPARTIAL (WEST ELEVATION EAST ELEVATION OPP SIM) SHOWN (WEST ELEVATION OPP SIM) 1/2" = 1'-0" 4

PANEL PANEL0103

'UDZQ $SSURYHG

OVERHEAD TRACK BEYOND OPERABLE SCREEN PERFORATED METAL FASCIA

11 1/4"

11 1/4" SEE SCHEDULE

SEE SCHEDULE

2 1/2" SEE SCHEDULE

SEE SCHEDULE

NEVATIONS EAST/ WEST ELEVATIONS

11 1/4" SEE SCHEDULE

SEE SCHEDULE 11 1/4"

Westbank Frye Highrise | Project 3021510 | DRB Recommendation Meeting | 09.21.2016 PERFORATED METAL FASCIA

,668(

-RE 1XPEHU

EQ.SCREEN RETURNS TO BE SCREEN RETURNS TO BE OVERHEAD TRACK BEYOND PERFORATED OVERHEAD TRACK BEYOND BREAKFORMED AND WELDED BREAKFORMED AND WELDED METAL FASCIA OPERABLE SCREEN

EX

$SSURYHG

1 AREA VARIES 4 12" = 1'-0"(20%-58%) 3/16"-1/2" HOLE DIAMETER - 5/8" CENTERS 3/16"-1/2"- OPEN HOLE DIAMETER - 5/8" (20%-58%) CENTERS - OPEN AREA VARIES

4

,668(

$SSURYHG

EXTERIO B

-RE 1XPEHU

1 1/2"

11 1/4"

PANEL 02

PARTIAL EAST ELEVATION SHOWN (WEST ELEVATION 12" = 1'-0" 12" =OPP 1'-0"SIM)

VATION SHOWN ( EXTERIOR FACING NORTH ELEVATION OPP SIM) L BAY ON INTERIOR FACING N/S ELEVATIONS HAVE NO SCREENS) 4

&KHFNHG

12

PERFORATED METAL FASCIA

1 1/2"

'UDZQ

PERFORATED METAL FASCIA PATTERN CUSTOM PATTERN STANDARD PATTERN STANDARD PATTERN 1SIM)AT 1 1/2"TYPICAL LIONS PATTERN EAST/ WEST SHOWN ELEVATIONS ELEVATION SCREEN DETAIL PARTIAL EAST ELEVATION PARTIAL (WEST ELEVATION EASTCUSTOM ELEVATION OPP SIM) SHOWN (WEST ELEVATION OPP 1/2" =IMAGE 1'-0" = AT 1'-0" IMAGE

5

,668(

-RE 1XPEHU12

OPERABLE SCREEN

PANEL 01

PRELIM PRICING S 5/26/2

12

OVERHEAD TRACK BEYOND OPERABLE SCREEN

PERFORATED SCREEN RETURNS TO BE METAL FASCIA OPERABLE SCREEN BREAKFORMED AND WELDED

SCREEN RETURNS TO BE BREAKFORMED AND WELDED

SEE SCHEDULE

11 1/4" SEE SCHEDULE

SEE SCHEDULE

Westbank Frye Highrise | Project 3021510 | DRB Recommendation Meeting | 09.21.2016 OPERABLE SCREEN

GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE (PIETER.VERHAEGHE@RENSON.BE); ALTERNATE: (PIETER.VERHAEGHE@RENSON.BE); HAWA AG. ALTERNATE: HAWA AG

10. ALTERNATES: PROVIDE PRICING FOR 2 SEPARATE 10. ALTERNATES: BASIS OFPROVIDE DESIGN SYSTEMS: PRICING FOR 1. FULL 2 SEPARATE BASIS PERFOR CUSTOM PANELS PER FRYE ART MUSEUM SALON CUSTOM IMAGERY PANELS ANDPER ATTACHED FRYE ART ELEVATIONS MUSEUM SALON IMAGERY AND 2. ALL HENDRICKS, OR APPROVED EQUAL, AND STANDARD 2. ALL HENDRICKS, PANELS, SO ORTHAT APPROVED THE CLIENT EQUAL, STANDARD SCREE AND DESIGN TEAM CAN CHOOSE A ‘BLEND’ BASED AND DESIGN ON THETEAM PROJECT CAN BUDGET. CHOOSE A ‘BLEND’ BASED ON THE

EQ.SCREEN RETURNS TO BE SCREEN RETURNS TO BE OVERHEAD TRACK BEYOND PERFORATED OVERHEAD TRACK BEYOND BREAKFORMED AND WELDED BREAKFORMED AND WELDED METAL FASCIA

EQ. FINISH ALUMINUM

NG SOUTHPARTIAL ELEVATION EXTERIOR SHOWN FACING ( EXTERIOR SOUTHFACING ELEVATION NORTH SHOWN ELEVATION ( EXTERIOR OPP SIM) FACING NORTH ELEVATION OPP SIM) (CENTRAL BAY ON INTERIOR FACING (CENTRAL N/S ELEVATIONS BAY ON INTERIOR HAVE NOFACING SCREENS) N/S ELEVATIONS HAVE NO SCREENS)

WN VATION ( EXTERIOR OPP SIM) FACING NORTH ELEVATION OPP SIM) VE RIOR NOFACING SCREENS) N/S ELEVATIONS HAVE NO SCREENS)

REFER TO SCHEDULE FOR SCREEN SIZES

KYNAR FINISH TO MATCH MILL FINISH ALUMINUM

9/16"

AND EQ. RETURNS EQ. 2EQ.TYPICALEQ.EQ.3/16" ALUMINUM PANEL W/ 3 COAT3/16" ALUMINUM PANEL W/ 3 COAT

EQ.

9/16"

9/16"

9/16"

1 1/2" 1 1/2"

DETAIL AND DETAIL AND RETURNS SCREEN RETURNS AXON SCREEN AXON 2 TYPICAL SCREEN 2 TYPICAL 3 TYPICAL SCREEN 3 TYPICAL

ERIOR FACING NORTH ELEVATION

NELEVATIONS NORTH/ SOUTH ELEVATIONS

4

12"(20%-58%) = 1'-0" 1/2"12" HOLE DIAMETER - 5/8"1/2" CENTERS - 58% OPEN 12" = 1'-0" = 1'-0" HOLE DIAMETER CENTERS - OPEN1 AREA HOLE DIAMETER - 5/8" AREA CENTERS - 58% OPEN AREA 5/16" 1 1/2" 3/16"-1/2" SEE SCHEDULE 1 1/2" 1 1/2"- 5/8"SEE SCHEDULE 1/2" VARIES5/16" AVERAGE OPEN AREA = 50%. 420 HOLES / SFOPEN AVERAGE B.O.D. HENDRICK METAL PANEL 420 HOLES / SF AVERAGE AVERAGE AREA = 50%. 420 HOLES / SF AVERAGE B.O.D. HENDRICK METAL PANEL 420 HOLES / SF AVERAGE 3/16" ALUMINUM PANEL W/ 3 COAT3/16" ALUMINUM PANEL W/ 3 COAT 3/4" = 1'-0" 3/4" = 1'-0" REFER TO SCHEDULE FOR SCREEN NOT TO SCALE NOT TO SCALE REFER SIZESTO SCHEDULE FOR SCREEN SIZES KYNAR FINISH TO MATCH MILL KYNAR FINISH TO MATCH MILL FINISH ALUMINUM FINISH ALUMINUM SEE SCHEDULE 1 1/2" 1 1/2" SEE SCHEDULE 1 1/2" SCREEN DETAIL

1 1/2"

ORTH VATIONS TOWER OPP SIM NORTH/ SOUTH ELEVATIONS OPP SIM

4

5 5/16" 3/16"-1/2" HOLE DIAMETER - 5/8" CENTERS - OPEN AREA VARIES (20%-58%)

1 1/2"

5

NG SOUTH ELEVATION SHOWN ( EXTERIOR FACING NORTH ELEVATION 12" =OPP 1'-0"SIM) 5/16" (CENTRAL BAY ON INTERIOR FACING N/S ELEVATIONS HAVE NO SCREENS)

5

PRELIM PRICING

HARDWARE): AND 2. ALL HENDRICKS, OR APPROVED EQUAL, STANDARD PANELS, SO THAT THE CLIENT AND DESIGN TEAM CAN CHOOSE A ‘BLEND’ BASED ON THE PROJECT BUDGET.

5/26/2 1. FULLY ENGINEERED SYSTEM –DELEGATED 1.

DESIGN FULLY PROCUREMENT ENGINEERED SYSTEM WITH DESIGN –DELEGATED DESIGN PROC PE ASSIST PRECONSTRUCTION SERVICES. ASSIST PRECONSTRUCTION SERVICES.

4. PANEL FINISH: HIGH-PERFORMANCE ORGANIC 4. PANEL COATING: FINISH: 3-COAT HIGH-PERFORMANCE FLUOROPOLYMERORGANIC COATING: = 1'-0" - 5/8" CENTERS 1/2" HOLE12" DIAMETER 1/2"- 58% HOLEOPEN DIAMETER AREA - 5/8" CENTERS - 58% OPEN AREA FINISH 70-PERCENT PVDF RESIN: AAMA 2605, FINISH “MILL FINISH 70-PERCENT LOOK”. PROVIDE PVDF RESIN: AAMA 2605, “MILL FINISH L B.O.D. HENDRICK METAL PANEL 420 B.O.D. HOLES HENDRICK / SF AVERAGE METAL PANEL 420 HOLES / SF AVERAGE SAMPLE FOR ARCHITECT’S APPROVAL. SAMPLE FOR ARCHITECT’S APPROVAL.

Average Open Area = 50%.420 Holes/SF Average

12"SIM) = 1'-0" PARTIAL EXTERIOR FACING SOUTH ELEVATION SHOWN ( EXTERIOR FACING NORTH ELEVATION OPP (CENTRAL BAY ON INTERIOR FACING N/S ELEVATIONS HAVE NO SCREENS)

HARDWARE):

STANDARD PATTERN 4 STANDARD PATTERN 4 Hole 1/2” Diameter - 5/8” Centers - 58% Open Area

12" = 1'-0" Hole Diameter = 1'-0" Centers 12" = 1'-0" 3/16"-1/2" HOLE DIAMETER - 5/8" CENTERS 3/16"-1/2" - OPEN HOLE DIAMETER AREAVaries VARIES - 5/8" (20%-58%) CENTERS - OPEN AREA VARIES (20%-58%) -12"5/8” - Open Area (20%-58%) NELEVATIONS NORTH/ SOUTH ELEVATIONS3/16”-1/2” AVERAGE OPEN AREA = 50%. 420 HOLES AVERAGE / SFOPEN AVERAGE AREA = 50%. 420 HOLES / SF AVERAGE

NG SOUTHPARTIAL ELEVATION EXTERIOR SHOWN FACING ( EXTERIOR SOUTHFACING ELEVATION NORTH SHOWN ELEVATION ( EXTERIOR OPP SIM) FACING NORTH ELEVATION OPP SIM) (CENTRAL BAY ON INTERIOR FACING (CENTRAL N/S ELEVATIONS BAY ON INTERIOR HAVE NOFACING SCREENS) N/S ELEVATIONS HAVE NO SCREENS)

CUSTOM PANELS PER FRYE MUSEUM SALON IMAGERY AND ATTACHED ELEVATIONS FINISHART IN LIEU OF ALUMINUM.

10. ALTERNATES: PRICING 2 SEPARATE 10. ALTERNATES: BASIS OFPROVIDE DESIGN SYSTEMS: PRICING FOR 1. FULL 2 SEPARATE DESIGN SYSTEMS: 1. FUL AND 2. ALL PROVIDE HENDRICKS, ORFOR APPROVED EQUAL, STANDARD PANELS, SO THATBASIS THE OF CLIENT CUSTOM PANELS PER FRYE ART MUSEUM SALON CUSTOM IMAGERY PANELS ANDPER ATTACHED FRYE ART ELEVATIONS MUSEUM SALON IMAGERY AND ATTACHED ELEVATIONS TEAM CAN10.

CHOOSE A STANDARD ‘BLEND’ BASED ON THE BUDGET. ALTERNATES: PROVIDE PRICING FORPROJECT 2 SEPARATE BASIS OF PANELS, DESIGNSO SYSTEMS: 1.CLIENT FULL ANDAND 2. ALLDESIGN HENDRICKS, OR APPROVED EQUAL, AND 2. ALL HENDRICKS, PANELS, SO ORTHAT APPROVED THE CLIENT EQUAL, STANDARD THAT THE OPERABLE PERFORATED METAL SCREEN SYSTEM OPERABLE (SINGLE PERFORATED SOURCE: PANELS METAL AND SCREEN SYSTEM (SINGLE ART MUSEUM SALON BASED IMAGERY AND ATTACHED ELEVATIONS AND DESIGN TEAM CAN CHOOSECUSTOM A ‘BLEND’ PANELS BASED AND DESIGN ONPER THEFRYE TEAM PROJECT CAN BUDGET. CHOOSE A ‘BLEND’ ON THE PROJECT BUDGET.

SCREEN RETURNS TO BE BREAKFORMED AND WELDED

SCREEN RETURNS TO BE BREAKFORMED AND WELDED

SEE SCHEDULE

WEST AND NORTH TOWER NORTH/ SOUTH ELEVATIONS OPP SIM

PANEL AND HARDWARE SYSTEM. PANELS TO ACCOMMODATE MAXIMUM CUSTOM PANELS PER FRYE ART MUSEUM SALON CUSTOM IMAGERY PANELS AND PER ATTACHED FRYE ART ELEVATIONS MUSEUM SALON IMAGERY AND 2. ALL HENDRICKS, OR APPROVED EQUAL, AND STANDARD 2. ALL HENDRICKS, PANELS, SO ORTHAT APPROVED THE CLIENT EQUAL, STANDARD MAXIMUM LIVE-LOAD DEFLECTION WITH 501.4.

ENGINEER AND DESIGN TEAM CAN ACOMPLYING ‘BLEND’ BASED AND DESIGN ONAAMA THE TEAM PROJECT CAN BUDGET. CHOOSE A ‘BLEND’ BASED ON THE 8. PERFORMANCE REQUIREMENT: PROVIDE SINGLE 8.

PERFORMANCE SOURCE FOR REQUIREMENT: PANEL FABRICATION PROVIDE SINGLE SOURCE FOR PANEL FABRICATION 8.CHOOSE PERFORMANCE REQUIREMENT: PROVIDE SINGLE SOURCE FOR PANEL FABRICATION SYSTEM FOR OUT-OF-PLANE LOAD AND IN-PLANE SEISMIC RACKING. (PANEL WITH HARDWARE).

DESIGN/ASSIST PROCUREMENT (PANEL WITH HARDWARE).

FOR FULLY ENGINEERED DESIGN/ASSIST PROCUREMENT FULLY ENGINEERED (PANELWIND WITH HARDWARE).

DESIGN/ASSIST PROCUREMENT FOR FOR FULLY ENGINEERED PANEL AND HARDWARE SYSTEM. PANELS TO PANEL ACCOMMODATE AND HARDWARE MAXIMUM SYSTEM. PANELS TO ACCOMMODATE MAXIMUM ENGINEER FOR HARMONIC FREQUENCY REDUCTION. PANEL AND HARDWARE SYSTEM. PROVIDE PANELS TOCOMPENSATION ACCOMMODATE MAXIMUM SEISMIC MOVEMENT DISPLACEMENT FOR INTER-STORY SEISMIC MOVEMENT DRIFT AND DISPLACEMENT ANTICIPATED FOR INTER-STORY DRIFT AND ANTICIPATED SEISMIC MOVEMENT FOR INTER-STORY CHANNEL AS REQUIRED. PROVIDE VISUAL DISPLACEMENT MOCK-UP. PROVIDE MINIMUM OFDRIFT 20 AND ANTICIPATED MAXIMUM LIVE-LOAD DEFLECTION COMPLYING MAXIMUM WITH AAMA LIVE-LOAD 501.4. ENGINEER DEFLECTION COMPLYING WITH AAMA 501.4. ENGINEER MAXIMUM LIVE-LOAD DEFLECTION COMPLYING WITH AAMA 501.4.

ENGINEER 1 1 YEAR WARRANTY. SYSTEM FOR OUT-OF-PLANE WIND LOAD ANDSYSTEM IN-PLANE FOR SEISMIC OUT-OF-PLANE RACKING.WIND LOAD AND IN-PLANE SEISMIC RACKING. 7. LOCATION: TOWER EXTERIOR BALCONIES AND ROOFTOP AMENITIES. 7. LOCATION: EXTERIOR BALCONIES AND 7. LOCATION: ROOFTOP TOWER AMENITIES. EXTERIOR BALCONIES AND ROOFTOP AMENITIES. SEISMICTOWER MOVEMENT DISPLACEMENT FOR INTER-STORY DRIFT AND ANTICIPATED

YEAR WARRANTY.

SEE SCHEDULE

SEE SCHEDULE

SOUTH AND ELEVATIONS NORTH TOWER OPP SIM NORTH/ SOUTH ELEVATIONS OPP SIM VATIONS OPPWEST SIM AND NORTH TOWER NORTH/WEST

FINISH INBASIS LIEUOF OFDESIGN: ALUMINUM. FINISH LIEU RENSON OF ALUMINUM. 6. HARDWARE RENSON (CONTACT 6. HARDWARE GILLESBASIS VANPOUCKE OFIN DESIGN: (CONTACT GILLES VANPOUCKE C GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE 8. PERFORMANCE REQUIREMENT: PROVIDE SINGLE SOURCE FOR PANEL FABRICATION C GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE (PIETER.VERHAEGHE@RENSON.BE); ALTERNATE: HAWA AG. (PANEL WITH HARDWARE).

DESIGN/ASSIST PROCUREMENT FULLY ENGINEERED (PIETER.VERHAEGHE@RENSON.BE); (PIETER.VERHAEGHE@RENSON.BE); HAWA2AG. HAWA AG. FOR 10. ALTERNATES: PROVIDEALTERNATE: PRICING FOR SEPARATE 10. ALTERNATES: BASISFOR OFALTERNATE: PROVIDE DESIGN SYSTEMS: PRICING 1. FULL 2 SEPARATE BASIS

9. ALTERNATE: PROVIDE PRICING FOR STAINLESS 9. ALTERNATE: STEEL PANEL PROVIDE WITH “ANGEL PRICINGHAIR” FOR STAINLESS STEEL PANEL WITH “ANGEL HAIR” 10.INALTERNATES: PROVIDE PRICING FOR 2 SEPARATE BASIS OF DESIGN SYSTEMS: 1. FULL FINISH LIEU OF ALUMINUM. FINISH IN LIEU OF ALUMINUM. 9. ALTERNATE: PROVIDE PRICING FOR STAINLESS STEEL PANEL WITH “ANGEL HAIR”

3/16" ALUMINUM PANEL W/ 3 COAT

AM

707 Terry A

SYSTEM FOR OUT-OF-PLANE WIND LOAD AND IN-PLANE SEISMIC RACKING. ENGINEER FOR HARMONIC FREQUENCY REDUCTION. ENGINEER PROVIDE FOR HARMONIC COMPENSATION FREQUENCY REDUCTION. PROVIDE COMPENSATION ENGINEER FOR FREQUENCY PROVIDE COMPENSATION CHANNEL AS REQUIRED. PROVIDE VISUAL MOCK-UP. CHANNEL PROVIDE AS REQUIRED. MINIMUM PROVIDE OFPANEL 20 REDUCTION. VISUAL MOCK-UP. PROVIDE MINIMUM OF 20 9. ALTERNATE: PROVIDE PRICING FORHARMONIC STAINLESS STEEL WITH “ANGEL HAIR” CHANNEL AS REQUIRED. PROVIDE VISUAL MOCK-UP. PROVIDE MINIMUM OF 20 YEAR WARRANTY. YEAR WARRANTY. FINISH IN LIEU OF ALUMINUM.

SCREEN RETURNS TO BE SCREEN RETURNS TO BE 3/16" ALUMINUM PANEL W/ 3 COATKYNAR FINISH TO MATCH MILL BREAKFORMED AND WELDED BREAKFORMED ALUMINUM AND WELDED KYNAR FINISH TO MATCH MILL FINISH FINISH ALUMINUM

EASTINTERIOR ELEVATION FACING NORTH ELEVATION INTERIOR FACING NORTH ELEVATION

INTERIOR FACING NORTH ELEVATION

NEVATIONS EAST/ WEST ELEVATIONS

2

1 1/2"

9/16"

3

5/8" 1/2"12" HOLE DIAMETER - 5/8"1/2" CENTERS - 58% OPEN = 1'-0" HOLE DIAMETER - 5/8" AREA CENTERS - 58% OPEN AREA 5/16" B.O.D. HENDRICK METAL PANEL 420 HOLES / SF AVERAGE B.O.D. HENDRICK METAL PANEL 420 HOLES / SF AVERAGE

9/16"

5/8" 12"(20%-58%) = 1'-0" 12" = 1'-0" 3/16"-1/2" HOLE DIAMETER - 5/8" CENTERS - OPEN AREA VARIES 5/16" AVERAGE OPEN AREA = 50%. 420 HOLES / SFOPEN AVERAGE AVERAGE AREA = 50%. 420 HOLES / SF AVERAGE 3/16" ALUMINUM PANEL W/ 3 COAT3/16" ALUMINUM PANEL W/ 3 COAT KYNAR FINISH TO MATCH MILL KYNAR FINISH TO MATCH MILL FINISH ALUMINUM FINISH ALUMINUM SEE SCHEDULE 1 1/2" 1 1/2" SEE SCHEDULE 1 1/2"

1 1/2"

9/16"

3

9/16"

9/16" 4

ORTH VATIONS TOWER OPP SIM NORTH/ SOUTH ELEVATIONS OPP SIM

5/8" PATTERN 4 STANDARD 4 STANDARD PATTERN 5/16"

5 5/16" 3/16"-1/2" HOLE DIAMETER - 5/8" CENTERS - OPEN AREA VARIES (20%-58%)

12" = 1'-0" 5/16"

WESTB

BRACKETS, FASCIAS,STEEL, HANGERS, GUIDEHARDWARE CHANNELS, YEARHARDWARE: WARRANTY. YEAR WARRANTY. 5. PANEL STAINLESSINCLUDING: STEEL, HEAVY 5.TRACK, PANEL DUTY HARDWARE: ROLLING HARDWARE STAINLESS HEAVYGUIDES, DUTY ROLLING D INCLUDING: TRACK, BRACKETS, FASCIAS, HANGERS, INCLUDING: GUIDES, TRACK, GUIDE BRACKETS, CHANNELS, FASCIAS, HANGERS, GUIDES, GUIDE CHANNELS, BREAKING MECHANISM, AND ACCESSORIES. BREAKING MECHANISM, AND ACCESSORIES. BREAKING MECHANISM, AND ACCESSORIES. 7.

TOWER EXTERIOR AND ROOFTOP AMENITIES. 9. LOCATION: ALTERNATE: PROVIDE PRICINGBALCONIES FOR STAINLESS 9. ALTERNATE: STEEL PANEL PROVIDE WITH “ANGEL PRICINGHAIR” FOR STAINLESS STEEL PA 6. HARDWARE BASIS OF DESIGN: RENSON (CONTACT GILLES VANPOUCKE

5/8" CUSTOM PATTERN CUSTOM AT 5/8" 5/8" IMAGE PATTERN AT IMAGE

5 5/16"

BREAKING MECHANISM, AND ACCESSORIES. MAXIMUM LIVE-LOAD DEFLECTION COMPLYING MAXIMUM WITH AAMA LIVE-LOAD 501.4.“MILL ENGINEER DEFLECTION COMPLYING FINISH 70-PERCENT PVDF RESIN: AAMA 2605, FINISH LOOK”.

PROVIDE WITH AAMA

GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE CHANNEL AS REQUIRED. VISUAL MOCK-UP. CHANNEL PROVIDE AS REQUIRED. MINIMUM PROVIDE OF 20 VISUAL MOCK-UP. PROV 5. PROVIDE PANEL HARDWARE: STAINLESS STEEL, HEAVY DUTY ROLLING HARDWARE B.0.D. Hendrick Metal Panel 420 Holes/Sf Average (PIETER.VERHAEGHE@RENSON.BE); ALTERNATE: HAWA AG.

5/8"

9/16"

5/16"

SHOWN ON DRAWINGS. PROVIDE OVERALL. OPENNESS OF 50-60%

5.

PANEL HARDWARE: STAINLESS STEEL, HEAVY DUTY ROLLING HARDWARE C PANELS TO ACCOMMODA PANEL AND HARDWARE SYSTEM.3.PANELS TO PANEL ACCOMMODATE AND HARDWARE MAXIMUM SYSTEM. 3. PANEL PERFORATION: CUSTOM HOLED PERFORATION PANEL PERFORATION: PATTERN TO ACHIEVE CUSTOM HOLED IMAGE AS PERFORATION PATTERN TO ACHIEVE IMAGE AS D DR INCLUDING: TRACK, BRACKETS, FASCIAS, HANGERS, GUIDES, GUIDE CHANNELS, SEISMIC MOVEMENT DISPLACEMENT FOR INTER-STORY SEISMICPROVIDE MOVEMENT DRIFT ANDDISPLACEMENT ANTICIPATED FOR INTER-STORY SHOWN ON DRAWINGS. PROVIDE OPENNESS SHOWN ONOF DRAWINGS. 50-60% OVERALL. OPENNESS3-COAT OF 50-60% 4.OVERALL. PANEL FINISH: HIGH-PERFORMANCE ORGANIC COATING: FLUOROPOLYMER

4. PANEL FINISH: HIGH-PERFORMANCE ORGANIC 4. PANEL COATING: FINISH: HIGH-PERFORMANCE FLUOROPOLYMER ORGANIC COATING: 3-COATAND FLUOROPOLYMER SYSTEM FOR OUT-OF-PLANE WIND LOAD AND3-COAT SYSTEM IN-PLANE FOR SEISMIC OUT-OF-PLANE RACKING. WIND LOAD IN-PLANE SEI = 1'-0" - 5/8" CENTERS SAMPLE FOR ARCHITECT’S APPROVAL. 1/2" HOLE12" DIAMETER 1/2"- 58% HOLEOPEN DIAMETER AREA - 5/8" CENTERS - 58% OPEN AREA FINISH 70-PERCENT PVDF RESIN: 2605, RENSON FINISH “MILL FINISH 70-PERCENT LOOK”. PROVIDE PVDFGILLES RESIN: AAMA 2605, “MILL FINISH LOOK”. PROVIDE 6. HARDWARE OFAAMA DESIGN: (CONTACT ENGINEER FORBASIS HARMONIC FREQUENCY REDUCTION. ENGINEER PROVIDE FOR VANPOUCKE HARMONIC COMPENSATION FREQUENCY REDUCTION. PROV B.O.D. HENDRICK METAL PANEL 420 B.O.D. HOLES HENDRICK / SF AVERAGE METAL PANEL 420 HOLES / SF AVERAGE SAMPLE FOR ARCHITECT’S APPROVAL. SAMPLE FOR ARCHITECT’S APPROVAL.

Average Open Area = 50%.420 Holes/SF Average

5/8"

ERIOR FACING NORTH ELEVATION

9/16"

CUSTOM PATTERN AT IMAGE PATTERN AT IMAGE STANDARD PATTERN STANDARD PATTERN 53/16”-1/2” 5 CUSTOM 4 Hole Hole Diameter - 5/8” Centers - Open Area Varies (20%-58%) 4 1/2” Diameter - 5/8” Centers - 58% Open Area

9/16"

9/16"

*

ELEVATIONS

SCREENS GENERAL NOTES

SAMPLE FOR ARCHITECT’S APPROVAL. FOR ARCHITECT’S APPROVAL. SYSTEM FOR OUT-OF-PLANE WIND LOAD SAMPLE AND IN-PLANE SEISMIC RACKING. ASSIST PRECONSTRUCTION SERVICES.

FREQUENCY REDUCTION. PROVIDE COMPENSATION 9. ALTERNATE: PROVIDEENGINEER PRICINGFOR FORHARMONIC STAINLESS STEEL PANEL WITH “ANGEL HAIR” CHANNEL AS REQUIRED. PROVIDE VISUAL MOCK-UP. PROVIDE MINIMUM OF 20 FINISH IN LIEU OF ALUMINUM. 5. PANEL HARDWARE: STAINLESS STEEL, HEAVY 5. PANEL DUTY HARDWARE: ROLLING HARDWARE STAINLESS STEEL, HEAVY DUTY ROL

YEAR WARRANTY. D 2.

PANEL CONSTRUCTION: FOLDED, PREFINISHED ALUMINUM PLATE PANELS WITH INCLUDING: TRACK, BRACKETS, FASCIAS, HANGERS, INCLUDING: GUIDES, TRACK, GUIDE BRACKETS, CHANNELS, FASCIAS, HANGERS, GUIDE

5/8"

TION

7.

TOWER EXTERIOR AND ROOFTOP AMENITIES. 9. LOCATION: ALTERNATE: PROVIDE PRICINGBALCONIES FOR STAINLESS 9. ALTERNATE: STEEL PANEL PROVIDE WITH “ANGEL PRICING HAIR” FOR STAINLESS STEEL PANEL WITH “ANGEL HAIR” ON ENGINEERED THICKNESS SPAN DIMENSIONS ENGINEERED SHOWN ONTHICKNESS DRAWINGS TO AND SPAN MEET DIMENSIONS SHOWN 6. HARDWARE TO BASIS OF FINISH DESIGN: (CONTACT GILLES VANPOUCKE FINISH IN LIEU OF ALUMINUM. INRENSON LIEU OF ALUMINUM. GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE SPECIFIED CRITERIA. SPECIFIED CRITERIA. 8. PERFORMANCE REQUIREMENT: PROVIDE SINGLE SOURCE FOR PANEL FABRICATION (PIETER.VERHAEGHE@RENSON.BE); ALTERNATE: HAWA AG. (PANEL WITH HARDWARE).

PROCUREMENT FULLY ENGINEERED 10. ALTERNATES: PROVIDE DESIGN/ASSIST PRICING FOR 2 SEPARATE 10. ALTERNATES: BASISFOR OFPROVIDE DESIGN SYSTEMS: PRICING FOR 1. FULL 2 SEPARATE BASIS OF DESIGN SYSTEMS: 1. FUL PANEL AND HARDWARE SYSTEM. PANELS TO ACCOMMODATE CUSTOM PANELS PER FRYE ART MUSEUM CUSTOM IMAGERY PANELS AND PER ATTACHED FRYE ART ELEVATIONS MUSEUMTO SALON IMAGERY AND ATTACHED ELEVATIONS 3. PANEL PERFORATION: CUSTOM HOLED PERFORATION 3.MAXIMUM PANEL PERFORATION: PATTERN ACHIEVE CUSTOM HOLED IMAGE AS PERFORATION PA 7. LOCATION: TOWER SALON EXTERIOR BALCONIES AND ROOFTOP AMENITIES. SEISMIC MOVEMENT DISPLACEMENT FOR INTER-STORY DRIFT AND ANTICIPATED ANDSHOWN 2. ALL HENDRICKS, OR APPROVED EQUAL, AND STANDARD 2.

ALL HENDRICKS, PANELS, SO OR THAT APPROVED THE CLIENT EQUAL, STANDARD PANELS, SO THAT THE CLIENT 1 ONOF ON DRAWINGS. PROVIDE OVERALL. OPENNESS SHOWN DRAWINGS. 50-60% PROVIDE OVERALL. OPENNESS OF MAXIMUM LIVE-LOAD DEFLECTION WITH 501.4.

ENGINEER ANDOPERABLE DESIGN TEAMPERFORATED CAN ACOMPLYING ‘BLEND’ BASED AND DESIGN ONAAMA THE TEAM PROJECT CAN BUDGET. CHOOSE A ‘BLEND’ ON THE PROJECT BUDGET. 8.CHOOSE PERFORMANCE REQUIREMENT: PROVIDE SINGLE SOURCESOURCE: FOR PANELBASED FABRICATION METAL SYSTEM (SINGLE PANELS AND SYSTEM FOR OUT-OF-PLANE ANDSCREEN IN-PLANE SEISMIC RACKING. (PANELWIND WITH LOAD HARDWARE).

DESIGN/ASSIST PROCUREMENT FOR FULLY ENGINEERED HARDWARE): ENGINEER FOR FINISH: HARMONIC FREQUENCY REDUCTION. PROVIDE COMPENSATION 4. PANEL HIGH-PERFORMANCE COATING: FINISH: 3-COAT HIGH-PERFORMANCE FLUOROPOLYMERORGANIC COATING: PANEL AND HARDWARE SYSTEM.ORGANIC PANELS4.TOPANEL ACCOMMODATE MAXIMUM SEISMIC MOVEMENT DISPLACEMENT FORFINISH INTER-STORY AND ANTICIPATED CHANNEL AS70-PERCENT REQUIRED. PROVIDE VISUAL MOCK-UP. MINIMUM OFDRIFT 20 FINISH PVDF RESIN: AAMA PROVIDE 2605, “MILL FINISH 70-PERCENT LOOK”.

PROVIDE PVDF RESIN: AAMA 2605, “MILL FINISH L MAXIMUM LIVE-LOAD DEFLECTION COMPLYING WITH AAMA 1 SYSTEM 1 501.4. ENGINEERWITH DESIGN YEAR 1.WARRANTY. FULLY ENGINEERED –DELEGATED DESIGN PROCUREMENT

SCREENS GENERAL NOTES

2

INTERIOR FACING NORTH ELEVATION

ELEVATION

707 Terry A

4.

FINISH: HIGH-PERFORMANCE ORGANIC COATING: 3-COAT FLUOROPOLYMER 7. PANEL LOCATION: TOWER EXTERIOR BALCONIES AND 7.TO LOCATION: ROOFTOP TOWER AMENITIES. EXTERIOR AND ROOFTOP AMENITIES. ENGINEERED THICKNESS SPAN DIMENSIONS SHOWN ON BALCONIES DRAWINGS AND MEET FINISH 70-PERCENT PVDF RESIN: CRITERIA. AAMA 2605, “MILL FINISH LOOK”. PROVIDE SPECIFIED SAMPLE FOR ARCHITECT’S APPROVAL. 8. PERFORMANCE REQUIREMENT: PROVIDE SINGLE 8. PERFORMANCE SOURCE FOR REQUIREMENT: PANEL FABRICATION PROVIDE SINGLE SOURCE FOR PANEL FABRICATION 3. PANEL PERFORATION: CUSTOMWITH HOLED PERFORATION PATTERN TO ACHIEVE IMAGE AS FOR FULLY ENGINEERED (PANEL WITH HARDWARE).

DESIGN/ASSIST PROCUREMENT (PANEL HARDWARE).

FOR FULLY ENGINEERED DESIGN/ASSIST PROCUREMENT SHOWN ON PANELS DRAWINGS. OVERALL. OPENNESS OF 50-60% OPERABLE PERFORATED METAL SCREEN SYSTEM OPERABLE (SINGLE PERFORATED SOURCE: METALAND SCREEN SYSTEM (SINGLE 5.

PANEL HARDWARE: STAINLESS STEEL, HEAVY DUTY ROLLING HARDWARE PANEL AND HARDWARE SYSTEM. TOPROVIDE PANEL ACCOMMODATE AND HARDWARE MAXIMUM SYSTEM. PANELS TOPANELS ACCOMMODATE MAXIMUM D DRIFT AND ANTICIPATED INCLUDING: TRACK, BRACKETS, FASCIAS, GUIDE CHANNELS, FOR INTER-STORY HARDWARE): HARDWARE): SEISMIC MOVEMENT DISPLACEMENT FOR HANGERS, INTER-STORY SEISMICGUIDES, MOVEMENT DRIFT ANDDISPLACEMENT ANTICIPATED 4.AND PANEL FINISH: HIGH-PERFORMANCE ORGANIC COATING: 3-COAT FLUOROPOLYMER BREAKING MECHANISM, ACCESSORIES. MAXIMUM LIVE-LOAD DEFLECTION COMPLYING MAXIMUM WITH AAMA LIVE-LOAD 501.4.“MILL ENGINEER DEFLECTION COMPLYING FINISH 70-PERCENT PVDF RESIN: AAMA 2605, FINISH LOOK”.

PROVIDE WITH AAMA 501.4. ENGINEER SYSTEM FOR OUT-OF-PLANE WIND LOAD AND SYSTEM IN-PLANE FOR SEISMIC OUT-OF-PLANE RACKING. WIND LOAD AND IN-PLANE SEISMIC RACKING. SAMPLE FOR ARCHITECT’S APPROVAL. 1. FULLY ENGINEERED SYSTEM –DELEGATED 1.

DESIGN FULLY PROCUREMENT ENGINEERED SYSTEM WITH DESIGN –DELEGATED DESIGN PROC 1REDUCTION. 6.

HARDWARE OF DESIGN: RENSON (CONTACT GILLES ENGINEER FORBASIS HARMONIC FREQUENCY ENGINEER PROVIDE FOR VANPOUCKE HARMONIC COMPENSATION FREQUENCY REDUCTION. PROVIDE COMPENSATION ASSIST PRECONSTRUCTION SERVICES. ASSIST PRECONSTRUCTION SERVICES. GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE CHANNEL AS REQUIRED. VISUAL MOCK-UP. CHANNEL PROVIDE AS REQUIRED. MINIMUM PROVIDE OF 20 VISUAL MOCK-UP. PROVIDE MINIMUM OF 20 5. PROVIDE PANEL HARDWARE: STAINLESS STEEL, HEAVY DUTY ROLLING HARDWARE D (PIETER.VERHAEGHE@RENSON.BE); ALTERNATE: AG. HANGERS, GUIDES, GUIDE CHANNELS, 707 INCLUDING: TRACK, BRACKETS, FASCIAS, YEAR WARRANTY. YEARHAWA WARRANTY.

* 3

TION

WESTB

SCREENS GENERAL NOTES

Westbank Frye High-Rise

4

3. PANEL PERFORATION: CUSTOM HOLED PERFORATION 3. PANEL PERFORATION: PATTERN TO ACHIEVE CUSTOM HOLED IMAGE AS PERFORATION PATTERN TO ACHIEVE IMAGE AS 1 ONOF SHOWN ON DRAWINGS. PROVIDE OVERALL. OPENNESS SHOWN DRAWINGS. 50-60% PROVIDE OVERALL. OPENNESS OF 50-60% OPERABLE PERFORATED METAL SCREEN SYSTEM (SINGLE SOURCE: PANELS AND HARDWARE): 4. PANEL FINISH: HIGH-PERFORMANCE ORGANIC 4. PANEL COATING: FINISH: 3-COAT HIGH-PERFORMANCE FLUOROPOLYMERORGANIC COATING: 3-COAT FLUOROPOLYMER FINISH 70-PERCENT PVDF RESIN: AAMA 2605, FINISH “MILL FINISH 70-PERCENT LOOK”. PROVIDE PVDF RESIN: AAMA 2605, “MILL FINISH LOOK”. PROVIDE 1.

FULLY FOR ENGINEERED SYSTEM –DELEGATED SAMPLE DESIGN PROCUREMENT WITH DESIGN SAMPLE ARCHITECT’S APPROVAL. FOR ARCHITECT’S APPROVAL. ASSIST PRECONSTRUCTION SERVICES. 5. PANEL HARDWARE: STAINLESS STEEL, HEAVY 5. PANEL DUTY HARDWARE: ROLLING HARDWARE STAINLESS STEEL, HEAVY DUTY ROLLING HARDWARE D 2.

PANEL CONSTRUCTION: FOLDED, PREFINISHED ALUMINUM PLATE PANELS WITH INCLUDING: TRACK, BRACKETS, FASCIAS, INCLUDING: GUIDES, TRACK, GUIDE BRACKETS, CHANNELS, FASCIAS, HANGERS,1 GUIDES, GUIDE CHANNELS, 1 HANGERS, OPERABLE PERFORATED METAL SCREEN SYSTEM (SINGLE SOURCE: ENGINEERED THICKNESS TO ACCESSORIES. SPAN DIMENSIONS SHOWN ON DRAWINGS AND MEET PANELS AND BREAKING MECHANISM, AND BREAKING MECHANISM, AND ACCESSORIES. SPECIFIED CRITERIA. HARDWARE): 6. HARDWARE BASIS OF1.DESIGN: RENSON (CONTACT 6. HARDWARE GILLESBASIS VANPOUCKE OF DESIGN: RENSONWITH (CONTACT FULLY ENGINEERED SYSTEM –DELEGATED DESIGN PROCUREMENT DESIGNGILLES VANPOUCKE 3.

PANEL PERFORATION: CUSTOM HOLED PERFORATION PATTERN TO ACHIEVE IMAGE AS VERHAEGHE GILLES.VANPOUCKE@RENSON.NET; PIETER VERHAEGHE GILLES.VANPOUCKE@RENSON.NET; PIETER ASSIST PRECONSTRUCTION SERVICES. SHOWN ON DRAWINGS. PROVIDE OVERALL. OPENNESS (PIETER.VERHAEGHE@RENSON.BE); ALTERNATE: (PIETER.VERHAEGHE@RENSON.BE); HAWAOF AG.50-60% ALTERNATE: HAWA AG.

2

3

3/4" = 1'-0" REFER TO SCHEDULE FOR SCREEN NOT TO SCALE REFER SIZESTO SCHEDULE FOR SCREEN SIZES

2

2

NOT TO SCALE

2

1

1

1

ARCHITECTURE, BUILDING FACADE /

www.perkinswill.com

www.perkinswill.com

S

1221 Second Avenue BANK FRYE Suite 200 Seattle, WA 98101 TOWERS t 206.381.6000

WESTBANK FRYE PRECEDENTS OF PERFORATED PANELS TOWERS

D Ave, Seattle WA f 206.441.4981

Westbank Frye High-Rise

707 Terry Ave, Seattle WA

www.perkinswill.com

1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com

LBANK NOTES FRYE

TOWERS E SOURCE: PANELS AND

Ave, Seattle WA

WESTBANK FRYE CUREMENT WITH DESIGN TOWERS

1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com

7 Terry Ave, Seattle WA

UM PLATE PANELS WITH N DRAWINGS AND MEET

1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com

ARCHITECTURE SITE URBAN DESIGN

ARCHITECTURE, BUILDING FACADE /

LL SATTERN TO ACHIEVE IMAGE AS T50-60%

: 3-COAT FLUOROPOLYMER LOOK”. PROVIDE

PERKINS + WILL Seattle Office 1221 Second Avenue WESTBANK FRYE WESTBANK FRYE Suite 200 PRECEDENTS OF PERFORATED PANELS METAL PANELS Seattle, WA 98101 TOWERS TOWERS t 206.381.6000

LLING HARDWARE ES, GUIDE CHANNELS,

D 707 Terry Ave, Seattle WA f 206.441.4981

707 Terry Ave, Seattle WA

www.perkinswill.com

1221 Second Avenue Suite 200 Seattle, WA 98101 1221 Secondt Avenue 206.381.6000 Suite 200 f 206.441.4981 Seattle, WA 98101 www.perkinswill.com

ES VANPOUCKE

G. 1221 Second Avenue Suite 200

Seattle, WA 98101 P AMENITIES.

7

t 206.381.6000 WESTBANK FRYE f 206.441.4981 www.perkinswill.com TOWERS

t 206.381.6000 f 206.441.4981

CEwww.perkinswill.com FOR PANEL FABRICATION

S T FOR FULLY ENGINEERED

C ATE MAXIMUM S RIFT AND ANTICIPATED A 501.4. ENGINEER ISMIC RACKING. BANK FRYE VIDE COMPENSATION VIDE MINIMUM OF 20

707 Terry Ave, Seattle WA

TOWERS D

D Ave, Seattle WA

WESTBANK FRYE

8

WESTBANKTOWERS FRYE

TOWERS 707 Terry Ave, Seattle WA

707 Terry Ave, Seattle WA

2

ANEL WITH “ANGEL HAIR”

S OF DESIGN SYSTEMS: 1. FULL Y AND ATTACHED ELEVATIONS PANELS, SO THAT THE CLIENT PROJECT BUDGET.

3

4

5

PERKINS + WILL Seattle Office

METAL PANELS

L NOTES

RATED PERFORATED ENS SCREENS LL S MINARY PRELIMINARY LT E SOURCE: PANELS AND G SET PRICING SET 1221 Second Avenue 2016 CUREMENT WITH DESIGN 5/26/2016 Husky Union Building Suite 200 Seattle, WA 98101

ERFORATED

WOODEN t 206.381.6000 PANELS SCREENS RATED UM PLATE PANELS WITH f 206.441.4981 RELIMINARY N DRAWINGS ENS - AND MEET www.perkinswill.com PRICING SET MINARY C 5/26/2016 ATTERN G50-60% SETTO ACHIEVE IMAGE AS 2016 B

: 3-COAT FLUOROPOLYMER LOOK”. PROVIDE

WESTBANK FRYE TOWERS

LLING HARDWARE ES, GUIDECCHANNELS,

6 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com

5

WESTBANK FRYE TOWERS

707 Terry Ave, Seattle WA

707 Terry Ave, Seattle WA

D

6

1

ES VANPOUCKE C

G.

P AMENITIES.

CE FOR PANEL FABRICATION Revisions T FOR FULLY ENGINEERED ATE MAXIMUM RIFT AND ANTICIPATED A 501.4. ENGINEER ISMIC RACKING.Revisions VIDE COMPENSATION VIDE MINIMUM OF 20

7

Revisions

Fairmount Pacific Rim

Revisions

METAL PANELS PERFORATED PERFORATED SCREENS SCREENS S OF DESIGN SYSTEMS: 1. FULL RATED PERFORATED Y AND ATTACHED ELEVATIONS PRELIMINARY PRELIMINARY PANELS, THE CLIENT ENS - SO THAT SCREENS PROJECT BUDGET. SET PRICING SET MINARY PRICING PRELIMINARY G SET PRICING SET 5/26/2016 Sheet Information 5/26/2016 Sheet Information Husky Union Building

ANEL WITH “ANGEL HAIR”

'$7(

12

,668(

'$7(

2016 -RE 1XPEHUPERFORATED 5/26/2016 ,668(

'$7(

WOODEN PANELS

SCREENS PERFORATED PRELIMINARY SCREENS PRICING TITLE PRELIMINARY SETTITLE 5/26/2016 TITLE Sheet Information PRICING SET B OR SCREEN EXTERIOR BSCREEN 5/26/2016 CONCEPT CONCEPT XTERIOR SCREEN

U

$XWKRU 'UDZQ Sheet Information A

$XWKRU

&KHFNHU &KHFNHG

&KHFNHU

$SSURYHU $SSURYHG $XWKRU

$SSURYHU

'$7(

27

DETAIL SECTION Exterior Details - Tower Screens Head Scale: 1 1/2” = 1’0”

&KHFNHU

$SSURYHU

$XWKRU

&KHFNHU CONCEPT

$SSURYHU SHEET NUMBER TITLE SHEET NUMBER

B

OR$ SCREEN

CONCEPT NSTRUCTION

FOR CONSTRUCTION

SHEET NUMBER

$ C

NOT FOR CONSTRUCTION

right © 2016 Perkins+Will

Copyright © 2016 Perkins+Will

SHEET NUMBER Revisions

Revisions

Copyright © 2016 Perkins+Will

Revisions

NSTRUCTION

Revisions

right © 2016 Perkins+Will

Revisions

Fairmount Pacific Rim '$7(

12

Revisions

,668(

Sheet Information

METAL PANELS

'$7(

PERFORATED PERFORATED SCREENS SCREENS PRELIMINARY TITLE PRELIMINARY TITLE PRICING SET PRICING SET Sheet Information Sheet Information OR -RE 1XPEHU SCREEN 5/26/2016 EXTERIOR SCREEN -RE 1XPEHU 5/26/2016 $XWKRU 'UDZQ

$XWKRU

&KHFNHU &KHFNHG

&KHFNHU

$SSURYHU $SSURYHG

$SSURYHU

12

,668(

12

&KHFNHG -RE 1XPEHU SHEET NUMBER $SSURYHG 'UDZQ A

&KHFNHG

,668(

$SSURYHG

12

,668(

'$7(

&KHFNHG $SSURYHG

27

'$7(

CONCEPT $XWKRU 'UDZQ

Sheet Information A &KHFNHU &KHFNHG

$XWKRU &KHFNHU

SHEET NUMBER $SSURYHU $SSURYHG $XWKRU

$SSURYHU

TITLE&KHFNHU

TITLE

$ '$7(

$SSURYHU

Sheet Information NOT FOR CONSTRUCTION B

TITLE

EXTERIOR SCREEN EXTERIOR SCREEN Copyright © 2016 Perkins+Will CONCEPT CONCEPT $XWKRU EXTERIOR SCREEN

NSTRUCTION right ©-RE 1XPEHU 2016 Perkins+Will 'UDZQ

'$7(

,668(

CONCEPT 'UDZQ

12

Skim Coat Painted Architectural Concrete Column Beyond Wood Decking on Sleepers (at type A units) Base Plate Traffic Coating Bent Steel plate w/High Performance Coating Exterior Metal Screens and Tracks Stainless Steel Decorative Railing

Sheet Information

-RE 1XPEHU

A

1 2 3 4 5 6 7 8

&KHFNHU CONCEPT

$SSURYHU SHEET NUMBER TITLE SHEET NUMBER

$

EXTERIOR$ SCREEN

CONCEPT NOT FOR CONSTRUCTION

NOT FOR CONSTRUCTION

SHEET NUMBER

$

NOT FOR CONSTRUCTION

Copyright © 2016 Perkins+Will

Copyright © 2016 Perkins+Will

SHEET NUMBER Revisions

Revisions

Copyright © 2016 Perkins+Will

$

Westbank Frye Highrise | Project 3021510 | DRB Recommendation Meeting | 09.21.2

SWEDISH BLOCK 95 NOV 2019 -MAR 2020

Sketch-up, Rhino, Revit, Indesign, Illustrator and adobe Photoshop.

Role Primary Responsibility

Architectural Designer 2 Developed conceptual design, test-fits, design options, and spatial programming for floor levels 01 - 03 (stairs, conference, and lobby experience). Intense involvement in landscape design, landscape consultant coordination, and design options for the arrival experience.

Thoroughly involved in structural design and landscape planning. Helped with BIM coordination, and core foundation.

Exterior Renderings of Block 95 Motiv Images

Swedish Block 95 Medical Office Building

Option 1

Level 03 Floor Plan

Option 2

Option 3 ‘Inserted Steps’

Swedish Block 95 Medical Office Building

Interior Renderings of Option 3 Motiv Images

Swedish Block 95 Medical Office Building

Colombia St Block 95 Floor Plan The Terrace Concept

Swedish Block 95 Medical Office Building

Axonometric View Stepped Landscape Design on East Side

/ Minor Ave

Design Options for Landscape Opportunities

Landscape Opportunities:

SWEDISH NORTH TOWER JUN 2018 - 2019

Sketch-up, Rhino, blue beam, auto-cad, Revit, Indesign, Illustrator and adobe Photoshop.

Role Primary Responsibility

Architectural Designer 2 Thoroughly involved in code, QA/QC, and design development (spatial programming) for below-grade levels A - C. Prepared and developed life safety plans for all floor levels. Helped with BIM management.

Exterior Renderings of North Tower Motiv Images









 

 













   

Swedish North Tower In-Patient Building 

 





 





 





 

   

 



 











  





 



 



 







 

 

DOOR 99 OCC 14.8 " 36 " STAIR 148 OCC 29.6 " 48 "







  

 

EXIT







 

 



 









 



  

  







 

 



  





 











 



  

 





 



   



  

STAIR 148 OCC 29.6 " 48 "

 



 



DOOR 99 OCC 14.8 " 36 "



 





 

EXIT





    





 



    

72 "

  

 

Level C - Life Safety Plan



 

 





 

 

 

DOOR  99 OCC  14.8 "





 





 





 

 

 





 





  





 









    

  



  

  

DOOR 99 OCC 14.8 " 36 "

EXIT

    



STAIR 148 OCC 29.6 " 48 "

 





 







  

   

  



 

 

 



 







 



  



 















 





    



 



 





 







 



 

 





  

EXIT





EXIT



 



 



  

 







 



 



 







 



 





  

 



 













 



 











EXIT











  







 

 

  

 

 

 

 DOOR 99 OCC 14.8 " 36 " STAIR 148 OCC 29.6 " 48 "



DOOR 99 OCC 14.8 " 72 "

  







 



 



 



EXIT





 

 





  











ELECTRICAL

STANTEC   





Swedish North Tower In-Patient Building



     

 

    

   















CIVIL   COUGHLIN PORTER LUNDEEN   



 

   





   

 







 



 



 



 







 



 





       

      

      



12 11 10 9 8

6 3 1 B C D

   

  

E























 

  



     



 



 

































ISSUE CHART

 





NO

ISSUE



Checked

CN

Approved

BH TITLE

 

Level C - Occupant Load Plan 



DATE

161870.000

Job Number

 

LIFE SAFETY PLAN - LEVEL C

   

 SHEET NUMBER        

G03-C



 



   





 







 



 





 

COUGHLIN  

 







 PROJECT





NORTH TOWER

   

PCS STRU  

 

 

  











  

   

 



 







 















 



      

      





 

 



  

 











 

 











 

 

P







      

                        

      

Legend



AFFILIAT  

  

             



  



        

   

MECHANICAL PENTHOUSE 15



14 12

NORT

11 10 9



8 7

 

 

 







 

 





03/18/2020

  

 

PROGRESS SET 

















 



      



 



 



 

 

 

 



 



     



 









 



  

 







  



 



  

 

      

                       

  

 

      



      

    ELECTRICAL   STANTEC           













  







KEY SECTION







 

 



  





 



   

14

                       

 



MECHANICAL PENTHOUSE

    

 AFFILIATED ENGINEERS, INC    

15

7





MECHANICAL AND PLUMBING

 

      



LANDSCAPING



DOOR 99 OCC 14.8 " 36 " STAIR 148 OCC 29.6 " 48 "



 

SITE WORKSHOP  

EXIT





STRUCTURAL

 

 

  



  PCS STRUCTURAL SOLUTIONS    

  

NORTH TOWER

EXIT



  



PROJECT



 



EXIT



 

 CONSULTANTS

EXIT

EXIT



LANDSCAPING

EXIT





SITE WORKSHOP  

 



6 3 1





B C D E

 

 







 



 



KEY SECTION    

NO

Job Num

Checked

Approve

 





 



P

SWEDISH ENABLING PROJECTS | HEATH BREAK ROOM MAR 2018

Sketch-up, Enscape, Revit, Indesign, Illustrator and Photoshop.

Role Primary Responsibility

Architectural Designer 1 Architectural Designer, BIM coordinator and lead CA as a Job Captain from start of construction to punchlist.

Existing Conditions from Heath Level 01 a. Heath Storage Room

Heath Floor Plan Scope Level 01

b. Elevator Lobby

Progress Photos

Interior progress photos 3 White Scounce Lights

Cabinets

Nourish Sign

VULCAN V8 JUN 2017

Sketch-up, Revit, Indesign, blue beam, Illustrator and Photoshop.

Role Primary Responsibility

Architectural Designer 1 Conceptual Wall Studies Design and DD Set.

Interior Renderings Objekt Images

VULCAN 8TH FLOOR | 505 5th Ave S | 6 March 2017

Vulcan V8

What should exist? To me, that’s the most exciting question imaginable. What do we need that we don’t have? - Paul Allen

We can only see a short distance ahead, but we can see plenty there that needs to be done. - Alan Turing

Change is the essential process of all existence.

- Mr. Spock

Conceptual Wall Paper studies

Vulcan V8

Interior Elevations

Vulcan V8

VULCAN 8TH FLOOR | 505 5th Ave S | 6 March 2017

Huddle Room Objekt Images

Vulcan V8

Huddle Room Objekt Images

Media Demo Wall Objekt Images

WAGAMAMA RESTAURANT SEP 2021

Autocad, Sketch-up, Enscape, Revit, Indesign, Illustrator and Photoshop.

Role Primary Responsibility

Project Professional Design options, CA work (furniture details) and supported furniture Revit families. Prepared and developed exterior documentation package.

TPG

ELEC. ROOM 115

Wagamama Design. Atlanta

PREP AREA 111

BOH 112 W/C 4 ADA 108

W/C 3 107 W/C 2 106

WALK- IN COOLERS 113 STORAGE 114

RESTRO HALLW 104

W/C 1 ADA 105

2ZQHUV 5HS

,URQ %ULGJH 6WHYHQ 0DJQXV &(2 0DQDJLQJ 3ULQFLSDO 6HYHQWK $YHQXH 6XLWH 1HZ <RUN 1< 2IILFH (PDLO VPDJQXV#LURQEULGJHQ\F FRP

0(3 (QJLQHHU

1 B1 - BENCH

BS1 - BAR HEIGHT STOOLS CS1 - COUNTER HEIGHT STOOLS

/LJKWLQJ

LATTICE & SCREENS: WALNUT

DS1 - DELIVEROO STATION FU1 - 4 PERSON BOOTH + TABLES

05' UG 5RDG /RQJ ,VODQG &LW\ 1< VWHSKHQ +RUQHU 3 H[WQ VWHSKHQ KRUQHU#PUGOLJKWLQJ FRP

FU2A - 6 PERSON CHEFS TABLE & CHAIRS - TIMBER

%,0 B:DJDPDPD $WO B:DJDPDPD $WODQWDB$5&+BY UYW

FU2B - 2 PERSON CHEFS TABLE & CHAIRS - TIMBER

$9 ,7

6XSSRUW 6: WK $YH 6XLWH 0LDPL )ORULGD &ODLU 6WU\FKDU] 3 FODLU#VXSSRUW FRP

.,7&+(1

WOOD PLANKS: RESAWN TIMBER CO SHOU SUGI BAN ISSUED FOR PERMIT

09/28/2021

TPG

Date

By

Revision

FU4A - 8 PERSON CHEFS TABLE & STOOLS - STEEL FU4B - 6 PERSON CHEFS TABLE & STOOLS - STEEL FU5A - 8 PERSON REFECTORY TABLE + STOOLS FU5B - 12 PERSON REFECTORY TABLE + STOOLS FU5C - 6 PERSON REFECTORY TABLE + STOOLS HS1 - HOST STATION WS1 - WAITER STATION

ANTIQUE BRONZE MIRROR

7ULPDUN 86$ +RSH &KXUFK 5G :LQVWRQ 6DOHP 1& $DURQ +DJD 3 ([W DDURQ KDJD#WULPDUNXVD FRP

No.

FIRST FLOOR FURNITURE PLAN

FURNITURE KEY TAGS

0* (QJLQHHULQJ ' 3 & :HVW QG 6WUHHW 1HZ <RUN 1< S I 1<& /RQJ ,VODQG 0LDPL ZZZ PJHGSF QHW

73* $5&+,7(&785( //3 3(11 3/$=$ :(67 67 675((7 7+ )/225 1(: <25. 1< _ 73*$5&+,7(&785( &20

N

SCALE: 3/16" = 1'-0"

IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT

WAGAMAMA ATLANTA 1034 HOWELL MILL ROAD ATLANTA, GA 30318 DRAWING

FIRST FLOOR FURNITURE PLAN

ISSUED FOR CONSTRUCTION SEAL

DATE PROJECT NO. SCALE

09/28/21 1521075-00

3/16" = 1'-0"

DWG NO.

A-501.00 FILE NAME

PAGE of XX

EXISTING PASEO

EXISTING PASEO

83

ELEV LOBBY 5 10

ELECTRICAL ROOM 8

BOOTHS DINING BAR

83

RETAIL ELEVATOR 9

ELECTRICAL ROOM 8 KITCHEN/ COOKLINE 110

KITCHEN/ COOKLINE 110

DINING

DINING AREA 101

BootH SEatING ELEC. ROOM 115

PREP AREA 111

atlanta

DINING AREA 101

/LJKWLQJ

EXTERIOR TOTAL 05'

0* (QJLQH :HVW

DINING 1HZ <RUN S 1<& /RQJ BANQUETTE ZZZ PJHG LOUNGE /LJKWLQJ

58 12 8

EXTERIOR TOTAL 05'

78

UG 5RDG /RQJ ,VODQG &LW\ 1< VWHSKHQ +RUQHU 3 H[WQ VWHSKHQ KRUQHU#PUGOLJKWLQJ FRP

PREP AREA 111

UG 5 VWHSKHQ +R 3 VWHSKHQ KR

TOTAL (INDOOR $9 ,7

TOTAL (INDOOR + OUTDOOR) - 205 $9 ,7

6XSSRUW 6: &ODLU 6WU\FK 3 FODLU#VXSS

BOH 112 W/C 4 ADA 108

W/C 4 ADA 108

BAR 103

W/C 3 107 WALK- IN COOLERS 113

RESTROOM HALLWAY 104

STORAGE 114

W/C 1 ADA 105

6XSSRUW 6: WK $YH 6XLWH 0LDPL )ORULGD &ODLU 6WU\FKDU] 3 FODLU#VXSSRUW FRP

TV LOCATIONS

TV LOCATIONS

W/C 3 107 W/C 2 106

W/C 2 106

BAR 103

,URQ %ULGJH 6WHYHQ 0DJ &(2 0DQD 6HYHQW 1HZ <RUN 2IILFH (PDLO VPD

INTERIOR TOTAL 0(3 (QJLQ

127

0* (QJLQHHULQJ ' 3 & :HVW QG 6WUHHW 1HZ <RUN 1< S I 1<& /RQJ ,VODQG 0LDPL ZZZ PJHGSF QHW

| Page 6 1521075-00 | 11.01.21 BANQUETTE

LOUNGE

BOOTHS DINING BAR

20 86 21

,URQ %ULGJH 6WHYHQ 0DJQXV &(2 0DQDJLQJ 3ULQFLSDO 6HYHQWK $YHQXH 6XLWH 1HZ <RUN 1< 2IILFH (PDLO VPDJQXV#LURQEULGJHQ\F FRP

INTERIOR TOTAL 0(3 (QJLQHHU

STAIR 4 11

2ZQHUV 5H SEATING COUN

2ZQHUV 5HS SEATING COUNTS:

.,7&+(1

.,7&+(1 RESTROOM HALLWAY 104

7ULPDUN 86$ +RSH &KXUFK 5G :LQVWRQ 6DOHP 1& $DURQ +DJD 3 ([W DDURQ KDJD#WULPDUNXVD FRP

7ULPDUN 86 +RSH $DURQ +DJ 3 DDURQ KDJD

ISSUED No.

ISSUED FOR PERMIT No.

Revision

09/28/2021

TPG

Date

By

73* $5&+

WALNUT

05' UG 5RDG /RQJ ,VODQG &LW\ 1< VWHSKHQ +RUQHU 3 H[WQ VWHSKHQ KRUQHU#PUGOLJKWLQJ FRP $9 ,7

Wagamama Design. Atlanta

6XSSRUW 6: WK $YH 6XLWH 0LDPL )ORULGD &ODLU 6WU\FKDU] 3 FODLU#VXSSRUW FRP

BAR 103

.,7&+(1

7ULPDUN 86$ +RSH &KXUFK 5G :LQVWRQ 6DOHP 1& $DURQ +DJD 3 ([W DDURQ KDJD#WULPDUNXVD FRP

OOM WAY 4

WOOD PLANKS: RESAWN TIMBER CO SHOU SUGI BAN ISSUED FOR PERMIT

ART LOCATION

No.

09/28/2021

TPG

Date

By

Revision

73* $5&+,7(&785( //3 3(11 3/$=$ :(67 67 675((7 7+ )/225 1(: <25. 1< _ 73*$5&+,7(&785( &20

N

SCALE: 3/16" = 1'-0"

IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT

WAGAMAMA ATLANTA 1034 HOWELL MILL ROAD ATLANTA, GA 30318 DRAWING

FIRST FLOOR FURNITURE PLAN

ISSUED FOR CONSTRUCTION SEAL

DATE PROJECT NO. SCALE

09/28/21 1521075-00

3/16" = 1'-0"

DWG NO.

A-501.00 FILE NAME

PAGE of XX

BootH SEatING atlanta

NTS:

HS

20 86 21

H JQXV DJLQJ 3ULQFLSDO WK $YHQXH 6XLWH 1<

DJQXV#LURQEULGJHQ\F FRP

LQHHU

127

HHULQJ ' 3 & QG 6WUHHW 1< I J ,VODQG 0LDPL GSF QHW

58 12 8

L

78

5RDG /RQJ ,VODQG &LW\ 1< RUQHU H[WQ RUQHU#PUGOLJKWLQJ FRP

+ OUTDOOR) - 205

WK $YH 6XLWH 0LDPL )ORULGD KDU]

SRUW FRP

6$ H &KXUFK 5G :LQVWRQ 6DOHP 1& JD ([W D#WULPDUNXVD FRP

Interior Perspective Furniture Booth Seating build

D FOR PERMIT Revision

+,7(&785( //3

09/28/2021

TPG

Date

By

1521075-00 | 11.01.21 | Page 11 BootH SEatING atlanta

ACADEMIC WORKS 2013 - 2016

UW

SEA

UNIVERSITY OF WASHINGTON 2011-2016

Sketch-up, Rhino, Revit, V-ray, Indesign, Illustrator and Photoshop.

Role

Student

SELECTED DESIGN PROJECTS

2016 Arch 402 | Wisdom Reading Chair

FURNITURE

2015 Arch 400 Rome Study Abroad | Aggregation Revival 2016 Arch 401 Adaptive Reuse | Integrating Masses

ARCHITECTURE

WISDOM READING CHAIR MAR 2016

Makersspace: Lasercut, saw machines, sanders, chop saws, jointers, planners, drill presses, and hand tools.

Advisor Program

Tina Christensen, Kimo Griggs, & Penny Maulden Arch 402 | Furniture Design Studio.

Two Weeks Study abroad in Denmark, Copenhagen.

Miniature Concept Chair Models Material: 1/32” and 1/8” Birch plywood, Single Sheet

The reading chair expresses a clear and rigid form that embodies simplicity. The User can find surprises in details such as a tapered form and the splines that continue a linear language of the back seat, arms, and legs of the chair. Comfort becomes more apparent as the user spends more time in the chair. Inspired by Arne Jacobsen’s simple egg chair, simplicity in design and form, and Poul Kjaerholm’s PK22 style lounge chair inspired timeless and comfort.

Wisdome Reading Chair

Finish: Danish Soap Material: Ash Wood

Aerial View

WIsdom Reading Chair

Front View highlights continuous details

Wisdom Reading Chair

Side View

Wisdom Reading Chair

Detail View Spline Details

Detail View Seat & chair support details

AGGREGATION REVIVAL DEC 2015

Sketch-up, V-ray, Photoshop, indesign, and illustrator.

Advisor Program

Anne Huppert, Rob Corser, Ken Yocom, and Kate Simonen Arch 400 | Rome Study Abroad Program.

3 month Study abroad in Roma, Italy.

To integrate design with an existing urban space along the Tiber river to connect the city’s space to the space of the river.

Aggregates and Barnacles enfold deliberate growth, flexibility, and embeddedness. The design form highlights enclosed and exposed spaces facing the Tiber River. These spaces identify the feelings of neglect and daunting part of the stretch of the Tiber River that yearns for an intervention of a site’s revival. The enclosed spaces include a gallery, while the exposed spaces contain a café and a terrace. The design form expresses fluidity, allowing potential extension and growth along the East embankment.

Aggregation Revival

Aggregates

Growth/Distributes

Flow

Aggregation Revival

Diagram

Site Plan North Tiber River, Roma.

Section Elevation A Exposed and enclosed spaces.

Aggregation Revival

Tiber River Perspective Modular spaces

Aggregation Revival

Aggregation Revival

Sectional Perspective Programs

Aggregation Revival

Formal Entry

View from the Ponte Giuseppe Mazzini

View from along the East Embankment

INTEGRATING MASSES MAR 2016

Sketch-up, V-ray, Photoshop, indesign, and illustrator.

Advisor Program

Kathryn Merlino Arch 401 | Adaptive Reuse

Magnuson park used to be a military naval base and now it is a park filled with wetland projects and public park activities that encourages sustainability.

The insertion of the masses identified through the programs, visitor center, cafe, conference, and museum into the firehouse highlights the project’s new vs. the old aspect. The additional modular masses have a different wood type material, and each integrates green growing to promote sustainability and wetland insertions in Magnuson Park. The furniture layout in the library shapes and guides users toward the biggest insertion of the mass (cafe or museum).

Integrating Masses

Site Plan Discovery Park

Existing Firehouse

Wood tpye 1

Additive Masses Program

Wood type 2

Integrating Masses

Wood type 3

Integrating Masses

Exterior Elevation A

Integrating Masses

Second Floor Plan Masses: Study Lounge, Study Carrels, & Museum

A

Ground Floor Plan Masses: Visitors Center, Conference Room, & Cafe

Integrating Masses

Sectional Perspective highlighting additional masses (wood)

Integrating Masses