Viet Nguyen_Work samples

VIET NGUYEN UC Berkeley - CED

a collections of both original and profressional work throughout the years of learning, investigating & practicing architecture.

Viet Nguyen

Email:

Phone:

Architectural Designer

viet.ca.nguyen56

510-825-2196

@gmail.com

San Francisco, CA, USA

Readers + Viewers, My design interest emphasizes respect for geometric forms, the uniformity of materials, natural light contrasts, and attention to architectural details. Through the projects presented in my portfolio, I seek to reconcile abstract thinking with pragmatism in architecture, enabling me not only to work in the realm of high-flying design imagination but also to work within the realm of functional reality. As such, I draw inspiration from historical precedents, historical events, and architectural precedents in order to create designs that will have a significant impact on the built environment.

Apart from that, I also believe that architectural representation also plays an instrumental role in bridging the gap between architects and their viewers. It is always a joy to see drawings that describe a narrative, are unfamiliar, dark, and beautiful, but are equally succinct and compelling. I used a combination of digital, modeling, and drafting skills, as well as hand-drawing techniques and montage, to create drawings that explain the intent of my ideas.

Thank you for taking the time to see my work. I hope you find my thoughts and approach to design enjoyable. My presentation demonstrates my fascination with architectural design, and I am excited to share it with you.

An Architect’s work station, Palo Alto, CA

2

3

P ro f e s s i on a l

4

Wor k s

5

PROJECT INFO: CONSTRUCTION ADMINISTRATION

WATSON RESIDENCE

CHIMNEY WALL CENTERLINE

3'-0" 4 1/2"

EQ.

EQ.

3'-8 1/2" VIF

4 1/2"

4 1/2"

EQ.

EQ.

4 1/2"

[MENLO PARK ] - 2022 TO PRESENT At Topos, my role involved assisting in the construction coordination and overseeing the progress of a 4000 square foot home remodel in Menlo 2'-11 1/2"

STANDING SEAM CHIMNEY CAP WESTERN METALS "BRONZE" FINISH METAL CHASE COVER WESTERN METALS "BRONZE" FINISH

7 1/4"

the principal architect in developing immediate design-based solutions in response to shifting conditions. Additionally, my duties included working

1"

closely with subcontractors to ensure that the design intentions were effectively met.

I recall managing the construction of a custom game room bar. Our client’s decision to switch from traditional wood cabinets to a steel shelving

2'-4 1/4"

2 1/2"

EQUAL SPACING STANDING SEAM

7 1/4"

meeting minutes, and working directly with the general contractor and trades. I was responsible for sorting orders and materials, as well as assisting

2'-4 1/4"

2'-11 1/2"

Park. This complex project brought forth numerous challenges, including managing change orders, conducting punch lists, organizing and recording

2 1/2"

TOPOS Architects

1- 3/4" AIR GAP

1"

1"

1"

1

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573

system required significant changes to the construction schedule and cost. The design the owner approved was a steel bar shelf and wine racks

www.toposarchitects.com

with integrated LED lighting. The structure was made of steel tubes welded together to create a cube-shaped shelf with glass in between each tube, which would serve as wine storage. To meet the time and schedule expectation, Topos Architects stepped in to manage the construction, choosing a fabricator and their bids, and modify the design. My principle architect appointed me as the main point of contact through fabrication and installation.

3

SQUARE CHIMNEY SHROUD - NORTHSIDE SCALE: 1"

=

4

1'-0"

SQUARE CHIMNEY SHROUD - EASTSIDE SCALE: 1"

=

1'-0"

CHIMNEY CAP DESIGN

1

fabricating and mounting anything above them. Through this experience, I had the chance to observe the progress of how each components come

CHIMNEY WALL CENTERLINE

3'-0"

together. In addition, finding the right 45-degree LED channel lighting that could be mounted on the steel bar shelf proved especially tricky and specific, 4 1/2"

EQ.

EQ.

3'-8 1/2" VIF

4 1/2"

4 1/2"

as we needed to drill holes and a planning bracket to hold that LED channel in specific locations as well as for fishing wire and coordinate the details

EQ.

EQ.

4 1/2"

DATE: 11/14/2022 REVISIONS: 1 05/21/2021 _________________ 2 06/28/2021 _________________ 3 08/30/2021 _________________ 4 09/21/2021 _________________ 5 3/8/2022 _________________ 6 10/27/2022 _________________ 3/24/2023

2'-11 1/2"

2'-4 1/4"

2 1/2" 2 1/2"

2'-4 1/4"

EQUAL SPACING STANDING SEAM

SHEET INDEX:

STANDING SEAM CHIMNEY CAP WESTERN METALS "BRONZE" FINISH

CHIMNEY SHROUD DESIGN INTENT

METAL CHASE COVER WESTERN METALS "BRONZE" FINISH

7 1/4"

7 1/4"

2'-11 1/2"

ahead of time before the steel was powdercoated.

1"

WATSON Residence

of coordinating countertop installation and finishes. I had to consider the countertops early in the process since they needed to be installed before

1810 White Oak Drive Menlo Park, CA 94025

This gave me the experience to work through shop drawings, adjust dimensions for tolerances and electrician needs, and understand the process

SHEET:

CD1.02

1- 3/4" AIR GAP

1"

1"

1"

5

SQUARE CHIMNEY PERSPECTIVE AT FRONT- CLOSE UP VIEW

1

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573

SQUARE CHIMNEY SHROUD - NORTHSIDE SCALE: 1"

=

4

1'-0"

SQUARE CHIMNEY SHROUD - EASTSIDE SCALE: 1"

=

WATSON Residence

3

1'-0"

1

6'-4" VIF STUD WALLS 4 1/2"

EQ.

EQ.

1810 White Oak Drive Menlo Park, CA 94025

www.toposarchitects.com

CHIMNEY WALL CENTERLINE

4 1/2"

4 1/2"

3'-0" VIF STUD WALLS EQ. EQ.

4 1/2"

DATE: 11/14/2022 REVISIONS: 1 05/21/2021 _________________ 2 06/28/2021 _________________ 3 08/30/2021 _________________ 4 09/21/2021 _________________ 5 3/8/2022 _________________ 6 10/27/2022 _________________ 3/24/2023 SHEET INDEX: CHIMNEY SHROUD DESIGN INTENT

2'-11 1/2"

STANDING SEAM CHIMNEY CAP WESTERN METALS "BRONZE" FINISH METAL CHASE COVER WESTERN METALS "BRONZE" FINISH

7 1/4"

2 1/2"

EQ. EQ. EQ. EQ. SQUARE CHIMNEY PERSPECTIVE AT FRONT- CLOSE UP VIEW

2'-4 1/4"

2 1/2"

EQUAL SPACING - STANDING SEAM

CD1.02

7 1/4"

5

2'-4 1/4"

2'-11 1/2"

SHEET:

1"

1"

1"

1" 1- 3/4" AIR GAP FACE OF 2" BLUESTONE MASONRY

1

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573

1

RECTANGLE CHIMNEY SHROUD - NORTHSIDE SCALE: 1"

=

1'-0"

5

RECTANGLE CHIMNEY SHROUD - WESTSIDE SCALE: 1"

=

1'-0"

7

k Drive 94025

4

6

Residence

www.toposarchitects.com

100-3/4"

2

67-1/4"

1

6

5

4

3

1/4" THICK MIRROR BACKDROP

Ten of 1/4" thick glass: 15-1/16" x 10-3/8" To provide rubber bumper under glass

9

1-1/4"X1-1/4" HHS TUBE

7

8

CABINET LINE BEYOND DETAIL A/A37

10

1/4" THICK GLASS - FLUSHED MOUNTING

3/4"

1"

STEEL FRAME 3D SCALE: 3/4" =

3/4"

13"

2

1'-0"

ALIGNED

1/8" THICK GLASS SUPPORT TAB WELDED TO TUBE

DETAIL A/A37 TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573 www.toposarchitects.com

3/4"

WINE RACK OPTION #2 2315/16"

STRIP-LIGHT FIXTURE, TYP. WIRING NEEDED CABLE MANAGEMENT TO BE INVISIBLE FROM THE SHELF LIGHT CHANNEL

DETAIL B/A37

1

2

METAL WINE RACK INSIDE CABINET, SEE INSPIRATIONAL IMAGES

24"x24" WOOD CABINET PANEL

02 SEE DETAIL 01/A38

2"X3/4" STEEL TUBE FRAME (IN PLANE OF CAB. DOOR ABOVE)

3/4"X3/4" STEEL TUBE FRAME WINE RACK, PERFECTLY FIT INSIDE OF CABINET

METAL DOOR FRAME & PANEL, SEE DETAIL 3/A37

EQ. 100-7/8" (SITE MEASUREMENT)

DETAIL B/A37

1/8" TOLERANCE ON BOTH SIDES

433/16" STEEL FRAME

EQ.

EQ.

43/16"

671/4" (SITE MEASUREMENT)

MIRROR BACKDROP

EQ.

(4) EQUAL ROWS OF STEEL WINE SHELVES

EQ.

METAL SHELF, SEE DETAIL 1/A37

1/8" DIAMETER WIRE RACKING PER MANUFACTURE

4"

3

1810 White Oak Drive Menlo Park, CA 94025

V.I.F

WATSON Residence

EQ.

FACE OF CABINET

(6) EQUAL ROWS OF STEEL WINE SHELVES EQ. EQ. EQ.

FACE OF METAL FRAME

EQ.

2315/16"

EQ.

FRAME TO ALIGN WITH CABINET ABOVE

V.I.F

DATE: 09/07/2023 REVISIONS: _________________ 1 05/21/2021 _________________ 2 06/28/2021 _________________ 3 08/30/2021 _________________ 4 09/21/2021 _________________ 5 3/8/2022 _________________ 6 10/27/2022 7/30/2023 SHEET INDEX:

01 SEE DETAIL 02/A38 24"x24" WOOD CABINET PANEL

3

2"X3/4" STEEL TUBE FRAME (IN PLANE OF CAB. DOOR ABOVE) 1/8" TOLERANCE ON BOTH EQ. SIDES

433/16"

WINE

RACK OPTION #2 24"x24" WOOD 24"x24" WOOD CABINET PANEL CABINET PANEL

1/8" DIAMETER WIRE RACKING PER MANUFACTURE

6"

01/A38 DETAIL 01/A38 02 SEE DETAIL 02 SEE 01 SEE DETAIL 02/A38

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573

2"X3/4" STEEL 2"X3/4" TUBE STEEL TUBE FRAME (INFRAME PLANE (IN OF PLANE CAB. OF CAB. 6" DOOR ABOVE) DOOR ABOVE)

223/16" INT. WINE RACK STRUCTURE 2315/16" STEEL FRAME

www.toposarchitects.com

1/8" TOLERANCE 1/8" TOLERANCE ON BOTH SIDES ON BOTH SIDES

(6) EQUAL ROWS OF STEEL WINE SHELVES EQ. 1'-0" EQ. SCALE: 1 1/2"= EQ.

V.I.F

WINE RACK, WINE PERFECTLY RACK, PERFECTLY FIT FIT INSIDE OF INSIDE CABINET OF CABINET

STEEL FRAME

2

EQ.

EQ.

(6) EQUAL ROWS OF STEEL WINE SHELVES EQ. EQ. EQ.

1

EQ.

METAL SHELF, SEE DETAIL 1/A37

V.I.F

2

671/4" (SITE MEASUREMENT)

EQ.

43/16"

EQ.

1/8" DIAMETER 1/8" DIAMETER WIRE RACKING WIRE RACKING PER MANUFACTURE PER MANUFACTURE MIRROR BACKDRO

EQ.

(4) EQUAL ROWS OF STEEL WINE SHELVES

671/4" (SITE MEASUREMENT)

43/16"

433/16"

433/16" STEEL FRAME

EQ. EQ. EQ.

METAL SHELF, SEE DETAIL 1/A37

P METAL WINE RACK INSIDE CABINET, SEE INSPIRATIONAL IMAGES METAL DOOR FRAME & PANEL, SEE DETAIL 3/A37

MIRROR BACKDROP

METAL WINE RACK INSIDE CABINET, SEE INSPIRATIONAL IMAGES METAL DOOR FRAME & PANEL, SEE DETAIL 3/A37

WINEWINE RACKRACK OPTION OPTION #2 #2

100-7/8" (SITE 3 MEASUREMENT)

DETAIL 02/A38 02/A38 01 SEE DETAIL 01 SEE

METAL TO BEHERE WELDED HERE METAL ROD TO BEROD WELDED

3

4"

4"

100-7/8" (SITE MEASUREMENT) EQ.

(4) EQUAL ROWS OF STEEL WINE SHELVES

V.I.F

223/16" 223/16" INT. WINE RACK INT. STRUCTURE WINE RACK STRUCTURE 2315/16" 2315/16" STEEL FRAME STEEL FRAME

3

DATE: 09/07/2023 REVISIONS: _________________ 1 05/21/2021 _________________ 2 06/28/2021 _________________ 3 08/30/2021 _________________ 4 09/21/2021 _________________ 5 3/8/2022 _________________ 6 10/27/2022 7/30/2023 SHEET INDEX: GAME ROOM WINE RACK

7/30/2023

6"

6"

SHEET INDEX: GAME ROOM WINE RACK

SHEET:

A38 SHEET:

WINE BAR (SW)

SCALE: 3/4" =

DATE: 09/07/2023 REVISIONS: ______________ ___ 1 05/21/2021 ______________ ___ 2 06/28/2021 ______________ ___ 3 08/30/2021 ______________ ___ 4 09/21/2021 ______________ ___ 5 3/8/2022 ______________ ___ 6 10/27/2022

3

1'-0"

8

1

WINE BAR (SW) SCALE: 3/4" =

1'-0"

GAME GAME ROOM-WINE ROOM-WINE RACKRACK DETAILS DETAILS 1 SCALE: 1 1/2"=SCALE: 1'-0" 1 1/2"=

1'-0"

1810 White Oak Drive Menlo Park, CA 94025

EQ.

1810 White Oak Drive Menlo Park, CA 94025

1

WATSON Residence

GAME ROOM-WINE RACK DETAILS 3/4"X3/4" STEEL 3/4"X3/4" TUBE STEEL FRAME TUBE FRAME

1

EQ.

www.toposarchitects.com

433/16"

EQ.

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573

WINE RACK OPTION #2

METAL ROD TO BE WELDED HERE

433/16"

EQ.

433/16"

433/16" STEEL FRAME

EQ.

3/4"X3/4" STEEL TUBE FRAME WINE RACK, PERFECTLY FIT INSIDE OF CABINET

411/2" INT. WINE RACK STRUCTURE

1/8" TOLERANCE ON BOTH SIDES

411/2" INT. WINE RACK STRUCTURE

V.I.F

1'-0"

2"X3/4" STEEL TUBE FRAME (IN PLANE OF CAB. DOOR ABOVE)

EQ.

671/4"

FRAME TO ALIGN WITH CABINET ABOVE

FRAME TO ALIGN WITH CABINET ABOVE 671/4"

671/4"

1'-0"

=

EQ.

411/2" INT. WINE RACK STRUCTURE

433/16" STEEL FRAME SCALE: 1 1/2"=

SCALE: 3"

24"x24" WOOD CABINET PANEL

METAL ROD TO BE WELDED HERE

GAME ROOM-WINE RACK DETA ILS

1

1

1'-0"

02 SEE DETAIL 01/A38

1/8" DIAMETER WIRE RACKING PER MANUFACTURE

01 SEE DETAIL 02/A38

SCALE: 1 1/2"=

GAME ROOM-BAR CABINET DETAILS

EQ.

3/4"X3/4" STEEL TUBE FRAME WINE RACK, PERFECTLY FIT INSIDE OF CABINET

223/16" INT. WINE RACK STRUCTURE 2315/16" STEEL FRAME

GAME ROOM-WINE RACK DETAILS

411/2" INT. WINE RACK STRUCTURE

1'-0"

FRAME TO ALIGN WITH CABINET ABOVE

671/4"

SCALE: 3/4" =

A37

INT. WINE RACK STRUCTURE 2315/16"

EQ.

02 SEE DETAIL 01/A38

WINE BAR (SW)

4

SHEET:

223/16"

WATSON Residence

FRAME TO ALIGN WITH CABINET

EQ.

ABOVE

GAME ROOM SHELF

A38 9

6"

6"

21/4"

6"

18" MIN. CLEAR

18" MIN. CLEAR

3 28

4 28

5

28

6

28

3 29

1

4

307

29

18" MIN. CLEAR

3 32

31

6 29

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573

(N) FIREPIT

7 29

326

3849 Page Mill Rd 325 Palo Alto,324CA 94304

Henn Residence

329

3849 328 Page Mill Rd Palo3Alto, CA 94304 27

Henn Residence

42"

21/4"

1'-0"

29

(N) OUTDOOR KITCHEN AREA

8

42"

+/- 38" GLASS PANEL HEIGHT 31/4"

31 2

309

308

SCALE: 1 1/2"= 5

+/- 38" GLASS PANEL HEIGHT

21/4"

1 A8 (N) DECKING AREA

(N) 2" WATER LINE INLET

(e) 14" OAK

www.toposarchitects.com

2 A3

www.toposarchitects.com

29

31/4"

329

310

2

29

(e) 14" OAK

(N) 36" POOL GATE

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573

DECK (e) 24" OAK

21/4"

(e) 28" OAK

2 www.toposarchitects.com

21/4"

A7

CO SSCO

DECK

21/4"

3 A16

GLASS RAILING

331

7 POOL COPING at DECK SCALE: 1 1/2"= 1'-0" FOUNDATION VENT

1'-0"

6

POOL STRUCTURE PER POOL CONSULTANT'S RECOMMENDATION MORTAR

CRAWL SPACE

POOL COPING SCALE: 1 1/2"=

3

1'-0"

5

1'-0"

SSCO

Henn Residence

3849 Page Mill Rd Palo Alto, CA 94304

TYP. DRILLED PIER (e) SEWER LINE

SCALE: 1 1/2"=

1'-0"

ARCHITECTURAL

(e) DETAILS 18" OAK

(e) SEPTIC TANK

313

FOUNDATION VENT SCALE:(e) 1 1/2"= PROTECT AND PRESERVE CEMENT PLASTER WALL FINISH

1'-0"

(e) SEWER LINE SHEET: 1

A18

DATE: 5/16/2023 REVISIONS: 1 8/31/2023 _________________ _________________ _________________ _________________ _________________ _________________ DATE: SHEET INDEX: 5/16/2023 ARCHITECTURAL REVISIONS: DETAILS 1 8/31/2023 _________________

(e) ELECTRICAL BOXES BELOW

SHEET INDEX:

4

5

SILICON SEALANT PROTECT AND PRESERVE (e) CEMENT PLASTER WALL FINISH NEW 14"x6" FOUNDATON VENT WUI RATED PER ASTM E2886/2912/E119 (e) FOUNDATION-NO CHANGE BRANDGUARD FV2011-FF, OR EQUAL NEATLY INSTALL THROUGH (e) WALL 312

PROTECT AND PRESERVE (e) CEMENT PLASTER WALL1FINISH LEDGER

(e) FOUNDATION

CRAWL SPACE (e) SEWER LINE

WALL-MAS.

31

CRAWL 1 (e) WALL w/ NEW REINFORCING S5 SPACE

11

(e) 16" OAK

NEW 14"x6" FOUNDATON VENT WUI RATED PER ASTM E2886/2912/E119 (e) 2x WALL FRAMING. MODIFYOR EQUAL BRANDGUARD FV2011-FF, AS NEATLY NEEDEDINSTALL TO ACCOMODATE THROUGH (e) WALL NEW FLOOR STRUCTURE. 31

NEW 14"x6" FOUNDATON VENTLEDGER S6 WUI RATED PER ASTM E2886/2912/E119 MORTAR BED BRANDGUARD FV2011-FF, OR EQUAL NEATLY INSTALL THROUGH (e) WALL PER POOL STRUCTURE POOL STRUCTURAL PLANS

MORTAR

1"

(e) 2 STORY RESIDENCE

DECK OVERHANG

SILICON SEALANT

31 7

1"

POOL STRUCTURE PER POOL CONSULTANT'S RECOMMENDATION POOL COPING MORTAR

DATE: 5/16/2023 REVISIONS: 1 8/31/2023 _________________ _________________ _________________ _________________ _________________ _________________

15 S6

AS NEEDED ACCOMODATE (N) POOL TO BARRIER NEW FLOOR STRUCTURE.

316

1

WATER LEVEL

FLOOR

(N) 4" SEWER LINE MIN. 1/4" PER FOOT SLOPE

3849 PAGE MILL ROAD

SCALE: 1 1/2"=

(N) POOL GATE MODIFY (e) 3'2xWIDE WALL FRAMING.

9

S5

TOP of CONCRETE

FACE OF MASONRY

1"

141/2"

WALL-EXT.

1'-0"

31 8

AS NEEDED TO ACCOMODATE POOLCOPING STRUCTURE PER POOL NEW FLOOR STRUCTURE. POOL STRUCTURAL PLANS TOP of DECK SILICON SEALANT

FACE OF MASONRY

DECK

SCALE: 1 1/2"=

WALL-MAS.

21/4"

(e) WALL w/ NEW REINFORCING

1"

WATER LEVEL

SET DECK FINISH MORTAR BED 1/8" BELOW COPING (e) 2x WALL FRAMING.+/MODIFY

(e) DRAIN

DECK OVERHANG

11

(e) 16"/14" OAK

320

11

1'-0"

31

21/4"

1/2"

SCALE: 1 1/2"=

POOL COPING

(e) DECK

15 TYP. DRILLED PIER S6 (e) GRADE-NO CHANGE

(e) 16" OAK

TYP. DRILLED PIER FLOOR

141/2"

DECK WALKWAY at SOUTH ELEVATION TOP of DECK 4 DECK DECK OVERHANG TOP of CONCRETE 1" 12 1"

POOL STRUCTURE PER CONSULTANT'S 1POOL 1 LEDGER (e) FOUNDATION RECOMMENDATION S6

325

WALL-EXT.

32

POOL COPING

1'-0"

(e) 18"/18" OAK

15 S6

(N) POOL FENCE

3849 Page Mill3849 Rd Page Mill Rd Palo Alto, CA Palo 94304 Alto, CA 94304

326

334

WALL-MAS.

TYP. DRILLED PIER

SSCO

(N) POOL GATE

322

15 S6

(e) ROCK VALVE BOX RETAINING EXTEND MASONRY WALL FINISH TO UNDERSIDE OF JOISTS WALL

14 LOWER GRADE BEAM (e) S6 GRADE-NO CHANGE

321

SET DECK FINISH +/- 1/8" BELOW COPING

LOWER GRADE BEAM GLASS RAILING

Henn Residence Henn Residence

332

333

WALL-MAS.

324

1'-0"

335

6"

SCALE: 1 1/2"=

FLOOR

SCALE: 1 1/2"=

14 LOWER S6 GRADE BEAM

INLET

14 3S6 A16

(e)OF GRADE-NO CHANGE LINE DECK BEYOND

SCALE: 1 1/2"=

121/2"

WALL-EXT.

6"

1

29

1"

0

1"

1'-0"

29

4

1"

FACE OF MASONRY

9

28

21/4"

8

(e) GRADE-NO CHANGE

DECK 1 LEDGER S6 POOL COPING

SLIDING DOOR HEAD/SILL POOL COPING

28

8

LOWER GRADE BEAM

DECK WALKWAY at SOUTH ELEVATION

(e) FOUNDATION-NO CHANGE

10

1

(N) POOL GATE

TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573 (e) 22" OAK

DRILLED PIER BEYOND

S6

t DECK

DECK at POOL

(e) 4" OAK

(e) GRADE-NO CHANGE 15 TYP. DRILLED PIER S6

NEW CEMENT PLASTER WALL FINISH

1 S5

7

CRAWL SPACE

LEDGER

28

1 S6

2

DECK LOWER SUB-FLOOR +/- 1" TO ACCOMODATE RECESSED DOOR SILL

WALL-MAS.

28

1

1

1

LEDGER S5 S6 POOL STRUCTURE PER POOL STRUCTURAL PLANS LINE OF NEW HEADER POST BEYOND

28

MORTAR BED

(N) SPA UNDER (N) SPA SEPARATE PERMIT

INLET

(e) 18"/18" OAK

NEW DOOR UNIT 15 G.S.M. DOOR SILL PANDRILLED NEW CEMENT PLASTER WALLPIER FINISH TYP. S6SEAMS -SOLDER ALL -EXTEND 6" UP WALL OPENING

1 S5

SCALE: 1 1/2"= PROVIDE 15 MIL. VAPOR BARRIER AT (N) VAPOR RETARDANT ENTIRE CRAWL SPACE (STEGO COVER WRAP, OR EQUAL)

EXTEND MASONRY WALL FINISH TO UNDERSIDE OF JOISTS

TOP of SUB-FLOOR

CRAWL SPACE

0

GLASS RAILING

WALL-MAS.

LOWER SUB-FLOOR +/- 1" TO ACCOMODATE RECESSED DOOR SILL

1"

(N) GUARDRAIL

FIN. GRADE AT CRAWL SPACE

TYP. DRILLED PIER

INLET

14 LOWER S6 GRADE BEAM

WALL-MAS. 14 S6

TOP of SUB-FLOOR

WATER LEVEL

28

TOP of CONCRETE

1

(e) GRADE AT CRAWL SPACE

DECK at POOL

DRILLED PIER BEYOND EXTEND MASONRY WALL FINISH TO UNDERSIDE OF JOISTS

G.S.M. DOOR SILL PAN -SOLDER ALL SEAMS -EXTEND 6" UP WALL OPENING

LINE OF NEW HEADER POST BEYOND

TOP of DECK

1'-0" 15 S6

14"/12"/10" OAK WALL-MAS. (e) TOP of CONCRETE LINE OF DECK BEYOND

(e) UNIT GRADE-NO CHANGE NEW DOOR

141/2"

(LOWER FLOOR)

(e) 12" OAK

DRILLED PIER BEYOND

1 1 S5 S6

PROVIDE 15 MIL. VAPOR BARRIER AT ENTIRE CRAWL SPACE (STEGO (e) FOUNDATION-NO CHANGE WRAP, OR EQUAL)

(e) 14" OAK

ALIGN JAMB14 w/ OUTSIDE LOWER FACE OF STUDS S6 GRADE BEAM NEW DOOR UNIT, PER SCHEDULE

SET DECK FINISH +/- 1/8" BELOW COPING LEDGER POOL COPING

PROTECT AND PRESERVE (e) FIN. GRADE AT CRAWL CEMENT PLASTER WALLSPACE FINISH FROM LEDGER TO GRADE. CO

TOP of DECK

3 A16

(e) 6" TR

9

DECK

P L

27

1'-0"

8

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

DECK

SELF-ADHESIVE BITUTHENE FLASHING (GRACE 3000, OR

FLOOR

S I T E

27

1

WALL-MAS. EQUAL)-WRAP JAMB. BEYOND LINEONTO OF DECK

2x BLK'G w/P.E.N AND WAY at SOUTH ELEVATION (2) 16d NAILS/16"

(N) ADU -

1'-0"

A16A16

GUARDRAIL GUARDRAIL at MAS. at MAS. WALLWALL CAP CAP

1

SCALE: 1 1/2"=

DECK

FLOOR

294

SELF-ADHESIVE BITUTHENE NEW CEMENT PLASTER FLASHING (GRACE 3000,WALL OR FINISH-PATCH and MATCH (e) TOP of CONCRETE EQUAL)-WRAP ONTO JAMB. GSM FLASHING ALIGN JAMB w/ OUTSIDE FACE OF STUDS WOOD TRIM-MATCH (e) SCHEDULE NEW DOOR UNIT, PER

2x BLK'G w/P.E.N AND (2) 16d NAILS/16"

296

FILL STEEL BEAM CAVITY w/CLOSED CELL DECK SPRAY FOAM INSUL.

SHEET:

(e) GRADE-NO(e)CHANGE GRADE-NO CHANGE

1 FB-1, PER FRAMING PLAN S7 TOP of DECK

DRILLED 15 PIER BEYOND TYP. DRILLED PIER S6

(e) DRIVEWAY SCALE: 1 1/2"=

MODIFY (e) GRADE IF NEEDED TO PROVIDE CLEARANCE. SHEET: 1x TRIM-MATCH DECKING 1 DB-4 1 GLASS RAILING 1 A16 LEDGER S6 MODIFY (e) GRADE IF NEEDED TO PROVIDE CLEARANCE. TOP of DECK 1x TRIM-MATCH DECKING DB-4 TOP of CONCRETE 1 LEDGER S6

1

WOOD TRIM-MATCH (e)

WALL-EXT.

(MAIN FLOOR)

1 GLASS RAILING A16

SEE PLANS (51" V.I.F.)

S6

FUR (e) WALL AS REQ'D TO CONCEAL BEAM

1'-0"

DECK at POOL

1

DD

1 GSM FLASHING (e) WALL FINISH LEDGER

(e) 8"

299

FILL STEEL BEAM CAVITY w/CLOSED CELL SPRAY CEILING FOAM INSUL.

LEDGER

DECK GUARDRAILDECK GUARDRAIL

DECK at HOUSE

2

1 S6

(e) GAS LINE

SHEET INDEX: SHEET (e) 12" BAY INDEX:

MODIFY (e) GRADE IF NEEDED TO PROVIDE 1 CLEARANCE. FB-1, PER FRAMING PLAN S7 1x TRIM-MATCH DECKING NEW CEMENT PLASTER WALL DB-4and MATCH (e) FINISH-PATCH

WALL-EXT.

295

29 8

FUR (e) WALL AS REQ'D TO CONCEAL BEAM

PROVIDE 15 MIL. VAPOR BARRIER AT ENTIRE CRAWL SPACE (STEGO WRAP, OR EQUAL) SCALE: 1 1/2"=

GSM 'Z' FLASHING (e) FOUNDATION-NO CHANGE (e) DRAIN FOUNDATON VENT PER PLANS (e) GRADE AT CRAWL SPACE

(e) 3-CAR GARAGE -

(e) ELECTRICAL (e) GRADE AT CRAWL SPACE BOX (N) POOL BARRIER FIN. GRADE AT CRAWL SPACE

_________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________ _________________

SEE PLANS (51" V.I.F.)

L/4 (e) FLOOR FRAMING-NO 1 GLASS RAILING CHANGE A16 (e) WALL FINISH

PANEL LENGTHPANEL (L) = 60" LENGTH MAX. (L) = 60" MAX.

297

L/4

296

1'-0"

(e) 400 AMP. ELEC. SERVICE ENTRANCE -NO CHANGE

(e) FOUNDATION-NO CHANGE

DATE: DATE: 5/16/2023 5/16/2023 REVISIONS: REVISIONS: 1 8/31/2023 1 8/31/2023 _________________ _________________

DD

(N) POOL GATE

FROM LEDGER TO GRADE.

(e) 18" BAY

1'-0"

SEE PLANS (51" V.I.F.) CEILING

298

SCALE: 1 1/2"=

SCALE: 1 1/2"=

12" MASONRY12" WALL MASONRY CAP WALL CAP 15 TYP. DRILLED PIER S6

DECK at HOUSE

2

WINDOW HEAD/JAMB/SILL L/2

302

1'-0"

(e) FLOOR FRAMING-NO CHANGE

L/2

300 301

SCALE: 1 1/2"=

DD

303

(4) 3/8"x4" EXPANSION (4) 3/8"x4"ANCHORS EXPANSION ANCHORS ITW Red HeadITW Trubolt, Red OR Head EQUAL Trubolt, OR EQUAL

WINDOW HEAD/JAMB/SILL

3

304

1/2" 1CLEAR TEMPERED 1/2" CLEARGLASS TEMPERED GLASS LEDGER S6 CR LAURENCE CRAFWC1S-BS LAURENCE AFWC1S-BS DRILLED PIER BEYOND SURFACE MOUNT SURFACE FRAMELESS MOUNT FRAMELESS WINDSCREENWINDSCREEN CLAMP CLAMP

60 MIL. ADHESIVE FLASHING (GRACE BITUTHENE 3000)-WRAP INTO WINDOW OPENING

SE

305

7

LOWER GRADE BEAM

(e) GRADE-NO CHANGE

BASE PLATE COVER BASE PLATE FITTING COVER FITTING

3

306

14 S6

WALL-MAS.

1-1/2" x 3-1/2" TRIM, UNO ON ELEVATIONS WALL

30

60 MIL. ADHESIVE FLASHING (GRACE BITUTHENE 3000)-WRAP WINDOW/DOOR UNIT INTO WINDOW OPENING 3"x1-1/2" SILL w/5° SLOPE AND 1/4"X1/4" DRIP KERF

3/4"x3" APRON TRIM

8

WALL

1-1/2"x1" SILL TRIM FLUSH W/ WINDOW SILL

SILL

TOP of CONCRETE

1-1/2" x 3-1/2" TRIM, UNO ON ELEVATIONS

3/4"x3" APRON TRIM SILL

TOP of DECK DECK

WINDOW/DOOR UNIT WINDOW/DOOR UNIT 3"x1-1/2" SILL w/5° SLOPE AND 1/4"X1/4" DRIP KERF

1-1/2"x1" SILL TRIM FLUSH JAMB W/ WINDOW SILL

9

INSTALL CASING FLUSH TO INSIDE OF JAMB

(e) 2x WALL FRAMING. MODIFY

30

1-1/2" x 3-1/2" TRIM, UNO ON ELEVATIONS SILICON CAULKING

6 A21

INT. CASING

FLOOR

(e) 2x WALL FRAMING. MODIFY AS NEEDED TO ACCOMODATE (N) POOLNEW FENCE FLOOR STRUCTURE. 0

BUILDING PAPER WINDOW/DOOR UNIT 60 MIL. SELF-ADHESIVE FLASHING LAP OVER GSM FLASHING

31

WALL

JAMB

ANEL S REVEALS

LOWER (e) GRADE. PROVIDE SCALE: 1/4" = SCALE: 1'-0"2%1/4" = 1'-0" MIN. SLOPE AWAY CR LAURENCE CRCONTINUOU LAURENCESCONTINUOUS 1x TRIM-MATCH DECKING 1½"CAP . -1½"x1½" .

SFR15BS RAILSFR15BS CAP-1½"x RAIL DB-4 SEEPROVIDE PLANS (30" V.I.F.) PROVIDE SRF15ECBS/ SRF15ECBS/ LOWER (e) GRADE TO PROVIDE SRF15HBS/SRF15H3BS/ SRF15HBS/SRF15H3BS/ 6" CLEARANCE FROM JOISTS. SRF15CBS BENDS AND BENDS AND SRF15CBS END, SLOPE 2% END, MIN. TO DAYLIGHT. CONNECTORCONNECTOR FITTINGS. FITTINGS.

30

1-1/2" x 3-1/2" TRIM, UNO ON ELEVATIONS SILICON CAULKING PLASER PER ELEVATION

NOTES:

AS NEEDED TO ACCOMODATE A RESIDENTIAL FIRE SPRINKLER SYSTEM IS (N)2% VAPOR RETARDANT LOWER (e) GRADE. PROVIDE NEW FLOOR STRUCTURE. 296 COVER REQUIRED IN ADU AND BREEZEWAY IN MIN. SLOPE AWAY WALL-EXT. (e) 10"/8"/8" TREE 1x TRIM-MATCH DECKING ACCORDANCE WITH NFPA 13D, STATE AND LOCAL DRIP EDGE FLASHINGDB-4 REQUIREMENTS WITH AGSM 4 HEAD CALC AND WITH WALL-EXT. (e) ELECTRICAL LINE EXTEND 4" UP WALL LOWER (e) GRADE TO PROVIDE DD AN INCREASE IN FIRE SPRINKLER PROTECTION GSM DRIP EDGE FLASHING6" CLEARANCE FROM JOISTS. SEE PLANS (51" V.I.F.) (N) 3'-8"X6'-0 POOL TO ALL BATHROOMS REGARDLESS OF SIZE, ALL EXTEND 4" UP WALL FLOOR TOP SLOPE 2% MIN. TO DAYLIGHT. (e) of2xSUB-FLOOR WALL FRAMING. MODIFY EQUIPMENT SHED CLOSETS REGARDLESSASOF SIZE,TOALL EXTERIOR NEEDED ACCOMODATE LOWER (e) GRADE. PROVIDE 2% (N) BOULDERS FLOOR TOP of SUB-FLOOR (e) HIGH VOLTAGE NEW FLOOR STRUCTURE. OVERHANGS GREATER THAN 4FT, AND ATTIC MIN. SLOPE AWAY ELECTRICAL BOX 317 WALL-EXT. SPRINKLER PROTECTION WITH HEADS SPACED TOP of DECKDECKING 1x TRIM-MATCH DECK 15FT ON CENTER. GSM DRIP EDGE FLASHINGDB-4 TOP(e) of CONCRETE EXTEND 4" UP WALL LOWER GRADE TO PROVIDE REMOVE (e) CEMENT PLASTER WALL REMOVE (e) 8" TREE 6" CLEARANCE FROM JOISTS. FINISH AT LEDGER 6 FLOOR 1 TOP of SUB-FLOOR SLOPE 3 REMOVE (e) CEMENT PLASTER WALL 14 2% MIN. TO DAYLIGHT. LOWER GRADE BEAM FINISH AT LEDGER (N) 30 MIL. 'PEEL and STICK' MEMBRANE 2 S6 STABILIZED OUTFALL GRACE VYKOR, OR EQUAL (e) WOOD C1 WALL-MAS. (N) SWIMING POOL RETAINING 5 (N) 30 MIL. 'PEEL and STICK' MEMBRANE of DECK CHANGE (e)TOP GRADE-NO 31 WALL 1 3 GRACE VYKOR, OR EQUAL UNDER SEPARATE PERMIT LEDGER DECK 1 CRAWL SPACE A7 S6 OF WORK (e) ELECTRICAL AREA TOP of CONCRETE A7 (e) WATER LINE BOX 1 REMOVE (e) CEMENT PLASTER WALL LEDGER GSM 'Z' FLASHING CRAWL SPACE FINISH AT LEDGER S6 4 31 FOUNDATON VENT PER PLANS 14 HW GSM 'Z' FLASHING (N) STAIRCASE LOWER GRADE BEAM (N) 30 MIL. 'PEEL and STICK' MEMBRANE S6 GRACE VYKOR, OR EQUAL WALL-MAS. FOUNDATON VENT PER PLANS PROTECT AND PRESERVE (e) 1 (e) GRADE-NO CHANGE CEMENT PLASTER WALL FINISH LEDGER 1 S6 LEDGER FROM LEDGER TO GRADE. 3 PROTECT AND PRESERVE (e) (e) 24"/22"/18" OAK CRAWL SPACE S6 31 CEMENT PLASTER WALL FINISH DRILLED PIER BEYOND

FLOOR

1 31

TOPOS Architects INT. CASING

ES PANEL EDGES

(e) GAS VAULT 312

[MENLO PARK ] - 2022 TO PRESENT

60 MIL. SELF-ADHESIVE FLASHING LAP OVER GSM FLASHING

6 A21

SEE PLANS (51" V.I.F.)

SEE PLANS (51" V.I.F.)

BUILDING PAPER

DD

SEE PLANS (30" V.I.F.)

DD

PLASER PER ELEVATION

SEE PLANS (30" V.I.F.)

(N) GAS LINE

www.toposarchitects.com www.toposarchitects.com

297

CONSTRUCTION HEAD ADMINISTRATION WALL

INSTALL CASING HEADFLUSH TO INSIDE OF JAMB

N UCTIO ONSTR CE LINE N EFERE

N UCTIO ONSTR CE LINE N EFERE

HENN DECKING

PROJECT INFO:

US RAIL CAP

TOPOS ARCHITECTS TOPOS ARCHITECTS 654 Gilman Street 654 Gilman Street Palo Alto, CA 94301 Palo Alto, CA 94301 650.327.7573 650.327.7573

(e) 20"/18" OAK

_________________ _________________ _________________ _________________ _________________ SHEET:

SITE PLAN

1 SHEET INDEX:

ARCHITECTURAL DETAILS

A18

SHEET: 1

11

RETURN TO WALL. MITER AND WELD.

(e) MASONRY FINISH BEYOND-NO CHANGE

21/2"

3

GRIP RAIL PERSPECTIVE

0

2'

SCALE: 1/4" =

CC

4'

8'

1'-0"

2

1411/16"-VERIFY

GRIPRAIL

0

SCALE: 3"

DD

+/- 303/4"-VERIFY (3) EQUAL - +/- 101/4"

+/- 3'-6 1/2" - VERIFY

1'-7"

(e) MASONRY FINISH-NO CHANGE

DECK 5 DECK BENCH A17

(2) EQ. +/- 1'-3 1/4"

1x RISER-MATCH DECK

P.T. NOTCHED STRINGERS PER FRAMING PLAN

/2"

MI N.

DECK

DECK +/- 301/2" - VERIFY

P.T. NOTCHED STRINGERS PER FRAMING PLAN

(4) EQUAL- (+/- 75/8")

1 NEW LEDGER. REMOVE (e) MASONRY FINISH AND S6 SET LEDGER DIRECTLY TO (e) CONCRETE WALL.

(1) EQ. +/-7 3/4"

(2) EQ. +/- 1'-9 1/4"

5-1

1x RISER-MATCH DECK DECK

5-1

/2"

MI

N.

MASONRY WALL CAP

(2) EQ. +/- 1'-3 1/4"

DECK

+/- 3'-2 1/4" - VERIFY

SLOPE 2%

FACE of (e) CONCRETE

1911/2"-VERIFY

WALL-MAS.

DECK

WALL-MAS. 1 NEW LEDGER. REMOVE (e) MASONRY FINISH AND S6 SET LEDGER DIRECTLY TO (e) CONCRETE WALL.

WALL-MAS. DECK WALL-MAS.

DECK BENCH

5

SCALE: 1 1/2"=

18" MIN.

SIDE

1'-0"

ELEVATION VIEW

1 GLASS RAILING A16

BENCH - TOP VIEW TOPOS ARCHITECTS 654 Gilman Street Palo Alto, CA 94301 650.327.7573 www.toposarchitects.com

3849 Page Mill Rd Palo Alto, CA 94304

ATTACHED FENC TO WALL

6 POST BASE PLA A17 MASONRY CAP

WALL-DECK FINISH GRADE

8 DECK

1 LEDGER S6 17 FIREPIT FOUNDATION S6 15 TYP. DRILLED PIER S6

Henn Residence

GLASS RAILING

POOL GATE at SOUTH ELEVATION SCALE: 3/4" =

DECK

LOWER (e) GRADE TO PROVIDE 6" CLEARANCE FROM JOISTS. SLOPE 2% MIN. TO DAYLIGHT. WALL-MAS. 14 LOWER GRADE BEAM S6

3849 Page Mill Rd

1

3 A16

Henn Residence

TYP. DRILLED PIER

www.toposarchite

7 POOL GATE A17

48" MIN.

DRAFT

TYP. GRADE BEAM

BENCH - SIDE VIEW

650.327.757

4" MAX. 1 OUTDOOR KITCHEN A19

2

TOPOS ARCHI 4 POOL FENCE 654 Gilman S A17 Palo Alto, CA 9

ALIGN

DATE: 5/16/2023 REVISIONS: 1 8/31/2023 _____________

_____________ _____________ _____________ _____________ _____________

(e) GRADE-NO CHANGE

SHEET INDEX

DATE: 10/17/2022 REVISIONS: 1 _________________ _________________ _________________ _________________ _________________ _________________

DECK at FIREP

SHEET INDEX: BENCH / RAIL DESIGN

SHEET: SHEET:

1

P4 3

12

BENCH - FRONT VIEW

A1

15 TYP. DRILLED PIER S6

1

DECK at FIREPIT SCALE: 1"

=

1'-0"

13

A c a de m i c

14

Wor k s

15

PROJECT INFO: MARIA PAZ GUITIEREZ - 100A

SPATIAL + ARCHIPELAGO

[ SAN FRANCISCO ] - MAR-MAY , 2018 SPATIAL ARCHIPELAGO - In this project, we explore the formal operation of “subtraction.” Double negative spaces are generated by intersecting subtracted voids. Through the intersection of voids, a continuous spatial sequence is created, resulting in an elongated and stretched spatial experience. Following the subtraction of forms, the residual form becomes the positive figure of the design, defining and supporting elevated, subtracted spaces.

DOUBLE NEGATIVE - The project began with an exploration of double-negatives. The purpose of this exercise is to explore the correlation between sharp-cutting objects and the creation of negative space and the concepts of solid and void, or negative through positive, or positive through negative.

STAIRCASE - With this exercise, I expand on double-negative by incorporating stairs into the unique double-negative space, transforming conceptual spatial experience into habitable space.

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PROJECT INFO: TINY HOUSE COMPETITION [ SAN RAMON ] - MAR-APRIL , 2021

TINY HOUSE + COMPETITION A short walk from my apartment, the Dougherty Hills Trail offers a view of scenic green hills and a curvy landscape. This inspired this work. The spring season brings picturesque images of a green landscape and walking paths. I spent most of my time during Covid-19 working at home, interacting with a few others only occasionally. Looking out the window in the daytime, I often imagine space or a house of my dreams. This is why the tiny house competition gave me the opportunity to express my fantasies. The goal of the building’s limited size was to integrate space articulation with the site and create a sense of expansion, and I believe the curves result in a seamless living environment.

East Elevation

West Elevation

North Elevation

CIRCULATION SEQUENCE The circulation grid opposed with the program

PROGRAMATIC DEVELOPMENT_CONCEPT DIAGRAM

grids in this layout, in which the circular elements

The concept grids dissect this project into 3

indicates the circulations, and it simply mirror-

main programs. Spatial quality is dictated by

ing the grid system along the horizontal axis.

the radial quality of circles. The nature of curves creates the occupied space visually seamless.

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21

ROOF FLOOR PLAN

Spatial Anaylsis Diagramatic The interior space is subdivided into a 4-quadrant. A radial flow manner dictates the design’s circulation. The 4-quadrant indicates the flow of the owner’s circulations throughout the seamless curling space wrapping from the entrance toward the bedroom and upward balcony. Eventually, this tiny house captures a woven spatial experience serving purposeful circulations and flexible FIRST FLOOR PLAN

activities. By devising a grid system based entirely on radial directions, I was able to establish order into these restricted areas and circulatory systems.The experience of living in such a small space does not necessarily mean cramping and discomfort. In essence, this project represents a series of circular circulation in a spiral manner, which provides the eye with a feeling of endless space, an extension of eyes’ delusion, and a sense of space.

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PROJECT INFO: DAVID ORKAND - 100B

[UN]FAMILIAR DETACHMENT

[ SAN FRANCISCO ] - MAR-MAY ,

The objective of this studio is to design a multipurpose food building. The building’s form was meant to emulate the city gap by dividing it into two simple volumetric forms. This building consists of separate entities that divide the program into greenhouses and public uses, as well as production and consumption. The outdoor alley connects the two entities and, as you move from one building to another, there is a sense of separation, yet also a sense of connection.

‘The City Gap Profile’ is the core concept of this project, in which these gaps can be transformed into a large corridor wrapping around two programmatic components. There are two separate programs, but they are linked by a building skirt and visual interaction.

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FLOOR DETAIL 1. Roof Finishes Panels

2. I-Beam @ Roof Corner

3. Glass Panel

4. Skylight - Glass Panel

5. Siting Conc. Detail Platform

6. Conc. Railing

7. Conc. Railing @ Stairs

8. Conc. Treatment @ Stairs

9. I-Beam @ Floor Plates

10. Conc. Footing

1 2 3 4

5

6

7 8

9

10

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PROJECT INFO: MARK DANDERSON- 100D [ KRAKÓW | Poland ] - JAN-MAY 2019

King + Tunnel + Mistress UNDERGROUND MUSEUM

A_The Story = Esterka + King Kazimierz

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31

1 to 12 Variations

Brainstorm Sketches: As a first step in designing the underground

of how the museum would look. These included

museum, I devised sketches of possible spatial

multiple simple geometries carved out of the

qualities to identify what it might be like under-

ground.

ground. The first sketches were very rough ideas

1. Main Tunnel Wheels

2. Chapel Floor Plan

3. Stage Floor Plan

A Place for memory, contemplation of

A Place for memory, contemplation of

A society underground performs its politics—this

the traumatized past of World War II. This

the traumatized past of World War II. This

space celebrating the hierarchy of power, a controlled

floor plan captures the typical memorial

floor plan captures the typical memorial

community underground. This spatial formation is cre-

architecture where people can treat it as

architecture where people can treat it as

ated to keep the peace; it could serve as a Chamber

a place for worshiping

a place for worshiping

of Judgement, Chamber of Execution, and Chamber of Entertainment. It is the displayed entourage spatial experience.

Gathering

1+2+3+4+5+6+7+8+9+10+11+12

Rail Sytem

Circulations

Gathering

Machinery Exhibition

Collaged Sketches: As a result of the first exercise, I combined the

quality spatial interaction that I then applied for

sketches as one, to study how the spaces would

advancing my concept.

interact. Furthermore, I started to realized many

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PROJECT INFO: GENE LEE x CHERRI JEONG

WOVEN TOGETHER + TUBES

MARK ANDERSON - ARCH 100D [AFRICA] - MAR-APRIL 2018

<Woven Together> is a design proposal that challenges the preconception of peace pavilions. Most peace pavilion projects consist of large gathering areas that are well lit, allowing for communal contemplation. This project, however, recognizes privacy in the act of contemplation and reinforces that understanding with smaller vertical tubes where individuals can enter to experience the enclosure of the densely woven structure. Programs are executed in two simple concepts—24 pods that erect vertically for private contemplation and three horizontally oriented circulation tubes that weave through the vertical tubes.

SECTION 1 - An analysis section shows the two objects are submerged in the horizontal platform, subdividing the programs into two distinct spaces that are interconnected by a stairway. A public market is located in the belly of the building as a result of two objects being slightly raised above ground, which provides a continuous connection from the street, is open to the public, and minimizes the circulation interruption on cityscapes. The raised objects provide the opportunity for additional amenities such as a library, public kitchen, indoor farm, and research center.

36

37

SECTION 1 - An analysis section shows the two objects are submerged in the horizontal platform, subdividing the programs into two distinct spaces that are interconnected by a stairway. A public market is located in the belly of the building as a result of two objects being slightly raised above ground, which provides a continuous connection from the street, is open to the public, and minimizes the circulation interruption on cityscapes. The raised objects provide the opportunity for additional amenities such as a library, public kitchen, indoor farm, and research center.

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