lawrence_yuan_portfolio2020#1

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Lawrence Y.

LAWRENCE YUAN

m.arch 2 2018.09-2020.09 M06C04 袁翰

format : pdf - two pages spread format : pdf - two pages spread

FS 2020 PORTFOLIO FS 2020 PORTFOLIO

M06C04 袁翰 STANDARD PORTRAIT 8”X10” FORMAT. DIGITAL_MONOGRAPH_MODEL-

“It is meant to help establish within each student an awareness of the role of portfolio in their own development and the essential nature of portfolio culture within the school and discipline.”

2018 SEP-2020 MAY PORTFOLIO SELECTED WORKS ::: FROM DESIGN STUDIO X APPLIED STUDIES X VISUAL STUDIES X INTERNSHIP

PORTFOLIO. SOUTHERN CALIFORNIA INSITUTE OF ARCHITECUTRE

SCI-ARC

Lawrence Y.

I N S T RUC T O R :

_

COO R D I N AT O R :

L AW R E N C E _ Y UA N

#3-1 PORTFOLIO SELECTED WORKS

SCI-Arc WK3013 01.5

" 作品集 " 2gax_s3222_01_digital_portfolio 3gbx_s3444_01_digital_portfolio < 81778181314520 Lawrence Han Yuan


SCI-

M.2 20_3GBX 2018-2020 spring PORTFOLIO #3 2020 / MAY SELECTED WORKS _

TABLE OF CONTEN

01. PERSONAL_STATEMENT 02. SELECTED_WORKS #1 professional work: fedora_apartment -fedora multi-family #2 academic work: building envelope transformation -envelope design

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#3 academic work: atlanta library -forms of knowledge

#5 academic work: twist: tunnel -parametric architecture design II

#4 academic work: shaft: the block -parametric architecture design I

#6 academic work: dd & documentation -library project dd documentation


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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

NTS. < 81778181314520 Lawrence Han Yuan

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M.2 20_3GBX 2018-2020 spring PORTFOLIO #3 2020 / MAY SELECTED WORKS _

PERSONAL STATEMENT ::

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SCI-


-Arc

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

Lawrence Yuan is a master student currently studying in SCI-Arc’s March 2 program, pursuing advanced studies in architectural practice and new medium in design development. Lawrence Yuan earned a bachelor degree in Ming Chung University, Taiwan 2017, where he learned basic architectural knowledge and design skills. In 2018 he received an offer to come study at SCI-Arc for design technology development. He worked and studied at an educational community -Design Make Organization as an assistant researcher for design technology and material fabrication. Knowledge and techniques that practice digital-based architectural design, is how he wished to connect digitized designing tools to architecture in SCI-Arc. Lawrence’s interests lie in digital design and parametric design methods. He enjoys researching ways to practice and rationalize digitized architecture. He is dedicating to becoming a licensed architect.

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SCI-

M.2 20_3GBX 2018-2020 spring PORTFOLIO #3 2020 / MAY SELECTED WORKS _

M.ARCH 2, SOUTHERN_CALIFORNIA INSTITUTE_OF ARCHITECTURE #2018-20 -architectural & structural design -parametric architecture design / 6

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Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

SELECTED WORKS 2018-20

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M.2 20_3GBX 2018-2020 spring PROFESSIONAL WORKS 2019 / SUMMER - WINTER FAS_INTERNSHIP _

FEDORA APARTMENETS PROFESSIONAL WORK

fAS 2019 Summer/ Winter Intership Software: Revit, Rhino Program: Multi-family, SD,DD Phase Design Director: Graham Ferrier Lead Designer:Jared Lanctot,Ryan Gayag / 8

digital_monograph_model

SCI-


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 č˘ çż° FS 2020 PORTFOLIO FS 2020 PORTFOLIO

INTERNSHIP WORKS CONCEPT In a city where housing is defined as a crisis, the value in development of Los Angeles multi-family projects is invaluable. Some antidotes have emerged in an attempt to pave the way for both economic and social benefit: 1. opportunity zones 2. transit-oriented development communities (TOC). The project located on Fedora street aims to take advantage of such aid while exposing site-specific conditions that both impact development value and provocative living experience.

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M.2 20_3GBX 2018-2020 spring PROFESSIONAL WORKS 2019 / SUMMER - WINTER FAS_INTERNSHIP _

FEDORA APT. #V1

M L K

J

IM L K

J

I

H

1894

B1

B1

340

B1

287

288 1894

B1

285

286 340

289 B1

242

F

H E.1 EG

1 A403

1 1 A402 A401

1 A401

The tread away from buying real estate, and the out-dated American dream to possess a yard, is opened up by this project. Through an umbilical connection between double-height common areas, to the uppermost roof deck, the project is a simple geometric box that generates co-habitual “park” for all residential use. From fire pits, trees, dog runs, and a bocce ball court, this apartment building creates a sense of place for a modern age of living.

G

B4

290

B1

1 A403

1 A402

287

288

276

B1

285

286

B4 273

B1

289

290

270

35

36

B1

35

OPEN TO BEYOND 165

OPEN TO BEYOND

165 305

63

B1

15

305

14

13 63

15

14

13

269 1524

digital_monograph_model

FOR REVIEW ONLY: NOT FOR CONSTRUCTION

FOR REVIEW ONLY: NOT FOR CONSTRUCTION

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B1

1524

07

#V1

E.1

242

36

B1

F


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

PROJECT

D

C

B

A

FMU 1047/ 1053 Fedora Street Los Angeles, CA 90006

1 A404

CLIENT

1047 Fedora Flats, LLC 9701 W. Pico Blvd, #201A Los Angeles, CA 90035 ARCHITECT

2' - 1 1/2" 1935

ALUMINUM WINDOWS NATURAL FINISH

10' - 8 1/8"

CORRUGATED PERFORATED METAL PANELS METAL SALES MODEL NUMBER T2630

07 ROOF 64' - 4 1/2"

CONSULTANTS STRUCTURAL ENGINEER

06 APTS 53' - 8 3/8"

3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 f. +1.310.838.1326 joseph@jnstructural.com

05 APTS 43' - 8 3/8"

1X8 CYPRESS WOOD SIDING CHANNEL RUSTIC PATTERN BLUE LABEL PENOFIN OIL FINISH

MEP ENGINEER

04 APTS 33' - 8 3/8"

7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com

9' - 3"

ACRYLIC STUCCO FINE SAND FINISH OMEGA 9227 SHARK GREY

10' - 0"

ALUMINUM WINDOWS NATURAL FINISH 1794

JN ENGINEERING INC.

10' - 0"

1945

2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 f. +1.310.943.0345 studio@ferrierstudio.com

08 ROOF DECK 66' - 6"

CIVIL ENGINEER

8' - 9 3/8"

03 MEZZANINE 24' - 5 3/8"

10' - 0"

03 APTS 15' - 8" 1766

STAMP

11' - 2"

02 APTS (PODIUM) 5' - 8"

01 PARKING/ APT LEVEL 200' - 6"

No.

0 2' 4'

8'

16'

PHASE:

ELEVATION GENERAL NOTES 1. KEYNOTES ARE SPECIFIC TO THE DRAWING IN WHICH THEY RESIDE. ALPHABETICAL PREFIXES IDENTIFY DRAWING APPLICABILITY

KEYNOTE LEGEND

DATE:

KEY

SCALE:

KEYNOTE TEXT

Description

PROJECT #:

Date

2019003 50% DD AUGUST 1,2019

1/8" = 1'-0"

2. DO NOT SCALE FROM DRAWING.

4. SPOT ELEVATIONS NOTED ARE FOR REFERENCE ONLY AND CONSITENT ACROSS ENTIRE FLOOR PLATE UNLESS NOTED OTHERWISE. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT IN CASE OF DISCREPANCY.

BUILDING ELEVATION EAST

5. ALL DOWNSPOUTS TO DRAIN TO EPIC PLANTERS, SEE CIVIL DOCUMENTS.

A304

8/6/2019 12:47:11 PM

3. GRID REFERENCES AND DIMENSIONS ARE INDICATED FOR REFERENCE ONLY VERIFY ALL ACTUAL LOCATIONS IN THE FIELD.

On the basis of the original facade(elevation), I re-design the facade as an alternative approach that emphasizes the interaction between void and mass and create an aesthetical language that connects every different part of the building.

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M.2 20_3GBX 2018-2020 spring

FOR REVIEW ONLY: NOT FOR CONSTRUCTION

PROFESSIONAL WORKS 2019 / SUMMER - WINTER FAS_INTERNSHIP _

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Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

PROJECT

12

11

10

9

8.1 8

7.1

7

6

5.1 5

4

3.1 3

2.1 2

FMU

1

1047/ 1053 Fedora Street Los Angeles, CA 90006 1 A405

1 A406

CLIENT

1047 Fedora Flats, LLC LADBS HEIGHT MAX 292' - 6"

9701 W. Pico Blvd, #201A Los Angeles, CA 90035 ARCHITECT

COMMON SPACE

W1

6 04 S F

6 98 S F

STUDIO

CORRIDOR

F4

4 08 S F

W4 W4

2 BEDROOM

2 BEDROOM

29

91 5 67 S F

STUDIO

CORRIDOR

4 08 S F F4

31

90

4 18 S F

4 96 S F

05 APTS 43' - 8 3/8"

W4

F5

23 1 05 1 SF

F4

2 BEDROOM

150

STUDIO

20 4 09 S F

W1

R1

2 BEDROOM

9

10

3 90 S F

4 20 S F

03 APTS 15' - 8"

STAMP

W1

F2

4 67 4 SF

02 APTS (PODIUM) 5' - 8"

T/R W11

1 12 S F

LT BIKES

W11

11' - 2"

W11

LOBBY 4 74 S F

3 35 S F

F1

LOBBY 1 55 S F

PARKING LEVEL -01

AVG GRADE PLANE 199' - 5 1/32"

9' - 9"

7' - 9"

9' - 1"

1 64 8 39 4 SF

8' - 11"

F2

PARKING LEVEL -01

01 PARKING/ APT LEVEL 200' - 6"

20' - 11"

PARKING LEVEL 01

10' - 8 3/16"

W11

CIVIL ENGINEER

W4

W4

W4

10' - 0"

B2

03 MEZZANINE 24' - 5 3/8"

STUDIO

19 5 08 S F F4

7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com

8' - 9 3/8"

1 BED

190

04 APTS 33' - 8 3/8"

W4

W4

3 A421

F5

MEP ENGINEER

75' - 0"

F4

W4

B2

JN ENGINEERING INC. 3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 f. +1.310.838.1326 joseph@jnstructural.com

F4

W4

30

4 39 S F

40 4 18 S F

CONSULTANTS STRUCTURAL ENGINEER

06 APTS 53' - 8 3/8"

9' - 3"

4 39 S F

07 ROOF 64' - 4 1/2"

F4

W4

39

B1

2' - 1 1/2" 92 5 67 S F

2 BEDROOM

38

CORRIDOR

49 4 18 S F

W4 W4

2 BEDROOM

STUDIO

48 4 08 S F

10' - 0"

F4

10' - 8 1/8"

2 BEDROOM

47 4 39 S F

2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 f. +1.310.943.0345 studio@ferrierstudio.com

08 ROOF DECK 66' - 6"

10' - 0"

2 BEDROOM

STR WOOD FRAME MAX HEIGHT 70' - 8" FIRE MAX HEIGHT 273' - 6"

W1

R3

60' - 10"

W1

FIRE ACCESS 198' - 6"

1 64 8 39 4 SF

-01 PARKING LEVEL 190' - 9" ELEV PIT -20' - 3"

No.

0 2' 4'

GENERAL NOTES

8'

16'

PHASE:

KEYNOTE LEGEND

DATE:

KEY

SCALE:

KEYNOTE TEXT

Description

Date

2019003

PROJECT #:

50% DD AUGUST 1,2019

1/8" = 1'-0"

1. DO NOT SCALE FROM DRAWINGS 2. KEYNOTES ARE SPECIFIC TO THE DRAWING THEY ARE TAGGED IN 3. ALL MECHANICAL MEZZANINE FLOORS ARE MARK F6 U.N.O.-SEE A807

BUILDING SECTIONS

4. ALL INTERIOR PARTIONS ARE MARK W5 & W6 U.N.O.-SEE A806

A403

8/6/2019 12:47:38 PM

COMMON SPACE

#_BUILDING_SECTION

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FACADE PERSPECTIVE

#V2 / 14

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-Arc

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

FEDORA APT. #V2 Using BIM software Revit along with 3d modeling software Rhino, has created a powerful workflow that can bring complex geometries and 3d objects into Revit which further generates building information with parametric 3d components, it allows us to take on more complicated tasks in a more efficient way.

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M.2 20_3GBX 2018-2020 spring PROFESSIONAL WORKS 2019 / SUMMER - WINTER FAS_INTERNSHIP _

1 A406

1 A405

A301 1

7

1 A406

6

5

4

A301

4.1

1 A405

3

2 2.1

1.2 1

2 2.1

1.2 1

1

12'- 7. 2"

4' - 0"

7

6

5

4

4.1

1' - 11 1/16"

10' - 0"

9' - 4 3/4"

10' - 0"

4' - 7 3/4"

10' - 0"

1' - 11 1/16"

10' - 0"

9' - 4 3/4"

10' - 0"

4' - 7 3/4"

10' A420- 0"

3

9' - 4 3/4"

8

12'- 7. 2" 1 A421

4' - 0"

3

9' - 4 3/4"A420

2

1 A420

2 A420

1 A420

3 A420

1 A421

8

STUDIO

19 1 13 2 SF

STUDIO

STUDIO

A303

1

D C D

20

BATH

BATH

20

21

48 S F

48 S F

BATH

20

21

BATH 23

48 S F

48 S F

C 22

ENTRY

48 S F

UP

C

22

81 S F

B

48 S F

ENTRY

UP

22

81 S F

2 1 A422 A422

2 A422

3 A422

17

55 S F

BATH

BATH

18 3 A422

17

56 S F

1 A423

HERS (F.E.) RS: ESSED E LLS, VERIFY 2 A423 NSTRUCTION. HERS (F.E.) ED TYPE ESSED F E GLASS LLS, VERIFY 2 ANELS MUST A423 NSTRUCTION. F.1 2406.4, 2407. E, EDPROVIDE TYPE F D BY GYPSUM GLASS OK WITHMUST ANELS F.1 XTURE 2407. AT 2406.4, ROVIDE PVA E, PROVIDE AS DNT BYOR GYPSUM OUS COLOR. OK WITH 7 HENS AND XTURE AT ROVIDE PVA 6 FOR MORE NT OR AS YPE OUSCALLCOLOR. 7 LOORSAND THRU HENS WOOD ATHROOM 6 FOR MORE ESS GYPSUM YPE CALLAS INDICATED LOORS THRU RD BEHIND WOOD E TO BE ATHROOM P. BD. ESS GYPSUM OM (DUE TO AS INDICATED UCT RD BEHIND FACED ER TO BE 5/8" P. BD. OM (DUE TO UCT R FACED 5/8" WALLS • EXIT SIGNS SHALL BE ILLUMINATED AT • THE MEANS OF EGRESS, INCLUDING THE LLED ALL TIMES. EXIT DISCHARGE, SHALL BE SHED • EXIT SIGNS SHALL BE CONNECTED TO ILLUMINATED AT ALL TIMES THE BENT AN EMERGENCY POWER SYSTEM THAT BUILDING SPACE SERVED BY THE MEANS THAN 70 WILL PROVIDE AN ILLUMINATION OF OCCUPIED. WALLS • EXIT SIGNS SHALL BE ILLUMINATED AT •OF THEEGRESS MEANSISOF EGRESS, INCLUDING THE ET. SECT. NOTTIMES. LESS THAN 90 MIN. IN CASE OF •EXIT THE DISCHARGE, MEANS OF EGRESS, INCLUDING THE LLED ALL SHALL BE TANT POWER (1011.6.3). TO EXIT DISCHARGE, SHALL BE THE SHED •PRIMARY EXIT SIGNS SHALLLOSS BE CONNECTED ILLUMINATED AT ALL TIMES LL BE AS •AN EGRESS DOORS SHALL BESYSTEM READILY ILLUMINATED AT SERVED ALL TIMES BENT EMERGENCY POWER THAT BUILDING SPACE BYTHE THE MEANS OPENBABLE FROM THE EGRESS SIDE BUILDING SPACE SERVED THAN 70 WILL PROVIDE AN ILLUMINATION OF OF EGRESS IS OCCUPIED. BY THE MEANS APPED TO WITHOUT THE USE A IN KEY OR SPECIAL OCCUPIED. THE MEANSTHE OF ET. SECT. NOT LESS THAN 90 OF MIN. CASE OF •OF THEEGRESS MEANSISOF EGRESS, INCLUDING KNOWLEDGE OR EFFORT. EGRESS ILLUMINATION TANT PRIMARY POWER LOSS (1011.6.3). EXIT DISCHARGE, SHALLLEVEL BE SHALL LLY ORAS • EGRESS DOOR HANDLES, LOCKBE AND OTHER NOT BE LESS THAN 1 FOOT-CANDLE AT LL BE • DOORS SHALL READILY ILLUMINATED AT ALL TIMES THE OPERATING DEVICES SHALL BE SIDE THE WALKING SURFACE. OPENBABLE FROM THE EGRESS BUILDING SPACE SERVED BY THE MEANS N INSTALLEDTHE AT A MIN. AND A SPECIAL MAX. •OF THEEGRESS POWER FOR THE MEANS OF OF APPED TO WITHOUT USE OF34" A KEY OR IS SUPPLY OCCUPIED. MEANS E AN 48" ABOVE THE FINISHED EGRESS KNOWLEDGE OR EFFORT.FLOOR. EGRESS ILLUMINATION ILLUMINATION SHALL LEVEL SHALL 5 FOOT • SHOW: ' THIS DOOR TO REMAIN NORMALLY BE PROVIDED BY THE LLY OR • DOOR HANDLES, LOCK AND OTHER NOT BE LESS THAN 1 FOOT-CANDLE AT Y UNLOCKED WHEN BUILDING IS PREMISES' ELECTRICAL SUPPLY. OPERATING DEVICES SHALL BE THE WALKING SURFACE. LISTED OCCUPIED' AT A MIN. 34" AND A MAX. • • THE IN THE EVENT OF POWER SUPPLYOF N INSTALLED POWER SUPPLY FOR MEANS •48" ALLABOVE EGRESSTHE DOOR OPERATION SHALL FAILURE,ILLUMINATION AN EMERGENCY ELECTRICAL E AN FINISHED FLOOR. EGRESS SHALL WITH THE SECT. 1008.1.9-1008.9.12 SYSTEM SHALL 5 FOOT •COMPLY SHOW: ' WITH THIS DOOR TO REMAIN NORMALLY BE AUTOMATICALLY PROVIDED BY THE •UNLOCKED ALL ROOF RUNOFF TO DRAINISTO EPIC ILLUMINATE THE FOLOWING YNS AND WHEN BUILDING PREMISES' ELECTRICAL SUPPLY.AREAS: PLANTERS, LISTED OCCUPIED' SEE CIVIL DOCUMENTS • IN THE EVENT OF POWER SUPPLY

STUDIO 18

STUDIO

BATH

15

14

58 S F

49 S F

BATH

BATH

BATH

16

15

14

58 S F

49 S F

STUDIO

17

16

3 58 S F

3 54 S F

STUDIO

STUDIO

4 58 S F

BATH

16

58 S F

58 S F

55 S F

RS: 1 A423

BATH

BATH

56 S F

30' - 9 5/8"30' - 9 5/8"

19' - 11 1/16" 19' - 11 1/16"

23

59 S F

BATH

4' - 2 3/16"

12' - 4 31/32" 12' - 4 31/32"

BATH

48 S F

1 18 S F

1 18 S F

19

59 S F

22

ENTRY 4' - 221 3/16"

BATH

23 1 03 9 SF

BATH

ENTRY

BATH

STUDIO

22

3 40 S F

21

19

48 S F

18

_________

STUDIO

21

2 83 S F

BATH

BATH

_________

STUDIO

23 1 03 9 SF

STUDIO

ENTRY 14

BATH

64 S F

13 O p t io n C o n f l i ct

ENTRY 14

BATH

64 S F

13 O p t io n C o n f l i ct

30' - 9 5/8"30' - 9 5/8"

C C.1

3 A421 1 A422

22

3 40 S F

4 09 S F

STUDIO

STUDIO

21

2 83 S F

B

1

8' 5' - 0"- 0"

A303

8' - 0"

C.1

5' - 0"

20' - 4 9/16" 20' - 4 9/16"

19 1 13 2 SF

3 A421

STUDIO

20

4 09 S F

A

STUDIO

A

2 A421

33' - 2 23/32" 33' - 2 23/32"

B

2 A421

25' - 8 1/2"25' - 8 1/2"

B A

13' - 8 5/32" 13' - 8 5/32"

A

STUDIO

15

14

3 54 S F

2 92 S F

STUDIO

STUDIO

17

16

15

14

3 58 S F

3 54 S F

3 54 S F

2 92 S F

STUDIO 13

2 18 S F

STUDIO

STUDIO

18

13

4 58 S F

2 18 S F

3' - 0 5/8"

10' - 0"

7' - 0 13/16"

10' - 0"

7' - 0 1/4"

10' - 0"

4' - 9 7/16"

10' - 0"

5' - 3 11/16"

10' - 0"

5' - 3 11/16"

67' - 2 27/32" 3' - 0 5/8"

10' - 0"

7' - 0 13/16"

10' - 0"

7' - 0 1/4" 67' - 2 27/32"

6

5

10' - 0"

3 4' A423

4

- 9 7/16"

3 3 A423

6

5

4

1 A424

2 2.1

1.2 1 1 A424

3

2 2.1

1.2 1

#_LEVEL_03_PLAN

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1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS 2. CORRIDORS, EXIT ENCLOSURES AND 1. AISLES AND UNENCLOSED EGRESS EXIT PASSAGEWAYS IN AND BUILDINGS STAIRWAYS IN ROOMS SPACES REQUIRED TO HAVE OR MORE THAT REQUIRE TWO TWO OR MORE MEANS EXITS. OF EGRESS 3. EGRESS COMPONENTS AT 2. EXTERIOR CORRIDORS, EXIT ENCLOSURES AND OTHER THAN THE LEVEL OF EXIT EXIT PASSAGEWAYS IN BUILDINGS DISCHARGE UNTIL EXIT DISCHARGE REQUIRED TO HAVE TWO OR MOREIS ACCOMPLISHED FOR BUILDINGS EXITS. HAVE TWO OR MORE 3.REQUIRED EXTERIOR TO EGRESS COMPONENTS AT EXITS. THAN THE LEVEL OF EXIT OTHER 4.DISCHARGE INTERIOR EXIT DISCHARGE ELEMENTS, UNTIL EXIT DISCHARGE IS AS PERMITED IN SECT. 1027.1, IN ACCOMPLISHED FOR BUILDINGS BUILDINGSTO REQUIRED TO HAVE TWO REQUIRED HAVE TWO OR MORE OR MORE EXITS. EXITS. 5. INTERIOR EXTERIOR EXIT LANDINGS, AS REQUIRED BY 4. DISCHARGE ELEMENTS, SECT. 1008.1.6,INFOR EXIT DISCHARGE AS PERMITED SECT. 1027.1, IN DOORWAYS IN BUILDINGS REQUIRED BUILDINGS REQUIRED TO HAVE TWO TO HAVE TWO OR MORE EXITS. OR MORE EXITS.

• THE EMERGENCY POWER SYSTEMS SHALL PROVIDE POWER FOR A DURACTION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF BATTERIES, UNITSYSTEMS EQUIPMENT •STORAGE THE EMERGENCY POWER OR AN PROVIDE ON-SITE GENERATOR. THE SHALL POWER FOR A INSTALLATION THE EMERGENCY DURACTION OFOF NOT LESS THAN 90 POWER SYSTEM SHALLCONSIST BE IN OF MINUTES AND SHALL ACCORDANCE WITH SECT. 2702. (1006.3) STORAGE BATTERIES, UNIT EQUIPMENT •OR EMERGENCY LIGHTING FACILITIES AN ON-SITE GENERATOR. THE SHALL BE ARRANGED PROVIDE INSTALLATION OF THETO EMERGENCY INITIAL ILLUMINATION THAT POWER SYSTEM SHALL BE IN IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLES (11 ACCORDANCE WITH SECT. 2702. (1006.3) AND A MINIMUM ANY POINT OF •LUX) EMERGENCY LIGHTINGAT FACILITIES 0.1 FOOT-CANDLE (1 LUX) MEASURED SHALL BE ARRANGED TO PROVIDE ALONG THE PATH OF EGRESS AT FLOOR INITIAL ILLUMINATION THAT IS AT LEAST LEVEL. ILLUMINATION LEVELS SHALL(11 BE AN AVERAGE OF 1 FOOT-CANDLES •LUX) PERMITTED TO DECLINE 0.6POINT FOOT-OF AND A MINIMUM ATTO ANY CANDLE (6 LUX) AVERAGE AND A 0.1 FOOT-CANDLE (1 LUX) MEASURED MINIMUM ATPATH ANY POINT OF 0.06 FOOTALONG THE OF EGRESS AT FLOOR CANDLE (0.6 LUX) AT THE ENDSHALL OF THE LEVEL. ILLUMINATION LEVELS BE LIGHTING TIME •EMERGENCY PERMITTED TO DECLINE TO DURATION. 0.6 FOOT-

A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. • THE EXIT SIGNS SHALL ALSO BE TO AN EMERGENCY ACONNECTED MAXIMUM-TO-MINIMUM ILLUMINATION ELECTRICALRATIO SYSTEM FROM UNIFORMITY OFPROVIDED 40 TO 1 SHALL STORAGE BATTERIES UNIT EQUIPMENT NOT BE EXCEEDED. ON-SITE •OR THEAN EXIT SIGNSGENERATOR SHALL ALSO SET, BE AND THE SYSTEM SHALL BE INSTALLED CONNECTED TO AN EMERGENCY IN ACCORDANCE WITHPROVIDED ELECTRICAL ELECTRICAL SYSTEM FROM CODE.EVERY SPACE INTENDED FOR STORAGE BATTERIES UNIT EQUIPMENT HUMAN OCCUPANCY SHALL SET, BE AND OR AN ON-SITE GENERATOR PROVIDED NATURAL LIGHT IN BY THE SYSTEMWITH SHALL BE INSTALLED MEANS OF EXTERIOR GLAZED ACCORDANCE WITH ELECTRICAL OPENINGS INSPACE ACCORDANCE WITH CODE.EVERY INTENDED FORSECT. 1205.2 OR SHALL BE PROVIDED WITH HUMAN OCCUPANCY SHALL BE ARTIFICIAL LIGHT THAT IS ADEQUATE PROVIDED WITH NATURAL LIGHT BY TO PROVIDE AN AVERAGE ILLUMINATION MEANS OF EXTERIOR GLAZED OF 10 FOOT-CANDLES OVER THE OPENINGS IN ACCORDANCE WITHAREA SECT. OF SPACE A HEIGHT OF 30 INCHES 1205.2 OR AT SHALL BE PROVIDED WITH ABOVE THELIGHT FLOOR LEVEL (1205.1 & TO ARTIFICIAL THAT IS ADEQUATE 1205.3) PROVIDE AN AVERAGE ILLUMINATION

WALL LEGEND NOTES:

1HR FIRE RATE

• SEE SHEET A806 FOR MORE WALL LEGEND INFORMATION REGARDING WALL TYPE CALL-OUTS. WALLS ON GRADE AND NOTES: SECOND LEVEL (TYPE1A) SHALL BE STEEL STUD AND CONCRETE. WALLS ON UPPER • SEE SHEET A806 FOR MORE FLOORS THRU ROOF (TYPE IIIA SHALL BE INFORMATION REGARDING WALL TYPE WOOD STUD. CALL-OUTS. WALLS ON GRADE AND •SECOND HORIZONTAL AREBE TOSTEEL LEVELDIMENSIONS (TYPE1A) SHALL FACE OF STUD U.N.O WALLS ON UPPER STUD AND CONCRETE. •FLOORS EXIT DOORS BE MIN. 3' IN THRUTO ROOF (TYPE IIIANOMINAL SHALL BE WIDTH 6'-8" IN NOMINAL HEIGHT WOOD BY STUD. A CLEAR DIMENSIONS WIDTH OPENING NOT •WITH HORIZONTAL ARE TO LESS THAN 32". U.N.O FACE OF STUD • EXIT NO HAZARDOUS MATERIALS TO BE • DOORS TO BE MIN. 3' IN NOMINAL USED AND/OR STORED ANYWHERE WIDTH BY 6'-8" IN NOMINAL HEIGHTELSE WITHIN THE BUILDING. WITH A CLEAR WIDTH OPENING NOT •LESS ALL EXTERIOR THAN 32".WALLS SHALL BE 2 HOUR •RATED. NO HAZARDOUS MATERIALS TO BE USED AND/OR STORED ANYWHERE ELSE WITHIN THE BUILDING.

2HR FIRE RATE

3HR FIRE RATE 1HR FIRE RATE

2HR FIRE RATE

60" DIAMET 3HR FIRE RATE

60" DIAMET


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

PROJECT

FMU PROJECT

1047/ 1053 Fedora Street Los Angeles, CAFMU 90006 CLIENT 1047/

1053 Fedora Street Los Angeles, CA 90006 1047 Fedora Flats, LLC

CLIENT

'- 5.4 "

9701 W. Pico Blvd, #201A 1047 FedoraCA Flats, LLC Los Angeles, 90035

'- 5.4 "

W. Pico Blvd, #201A Los Angeles, CA 90035

B A B

CONSULTANTS

47' - 0 3/4"47' - 0 3/4"

JN ENGINEERING INC.

1

C C.1 D C D

A304

1

A304 1 A402

1 A402

30' - 10 15/16" 30' - 10 15/16"

32' - 4 1/32" 32' - 4 1/32"

1 A401

STAMP

STAMP

E F E F.1 F F.1

6'-3.6"

2 A424

1 A401

6'-3.6"

2 A424

No.

0 2' 4'

KEYNOTE LEGEND

KEY

7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com 7123 Remmet Ave Canoga Park, CA 91303 t. +1.818.999.0415 f. +1.818.999.0215 richard@c-e-g.com

CIVIL ENGINEER

2' - 3 1/32" 4' - 112'11/16" - 3 1/32" 4' - 11 11/16"

3 A424

0 2' 4' KEYNOTE TEXT

KEYNOTE LEGEND

TER CLR

CIVIL ENGINEER

3 A424

KEY

ED WALL

MEP ENGINEER

1 A403

ED WALL

TER CLR ED WALL

STRUCTURAL ENGINEER 3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 JN ENGINEERING INC. f. +1.310.838.1326 joseph@jnstructural.com 3679 Motor Ave, Suite 201 Los Angeles, CA 90034 t. +1.310.838.1325 MEP ENGINEER f. +1.310.838.1326 joseph@jnstructural.com

1 A403

C.1

ED WALL

ED WALL ED WALL

2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 f. +1.310.943.0345 studio@ferrierstudio.com 2404 Wilshire Blvd Suite 4E Los Angeles, CA 90057 t. +1.213.805.8003 CONSULTANTS f. +1.310.943.0345 studio@ferrierstudio.com STRUCTURAL ENGINEER

KEYNOTE TEXT

8' 8'

16' 16'

Description

No. PHASE:

MATERIALS

ate 50% DDD JULY 16 2019 2019003 1/8" = 1'-0" 50% DD JULY 16 2019

Description

DATE: PROJECT #: SCALE: PHASE: DATE:

Date

2019003

PROJECT #:

By SCALE: testing different1/8" materials, the re-designed facade also attempts to blend in the surrounding buildings = 1'-0" PLAN whileBUILDING still having its own characteristics, so combining colored concrete and stucco as the main building LEVEL 03 APTS material, and using dark color steel for railings and guards to balance the matte overall look.

BUILDING PLAN LEVEL 03 APTS

A130 A130

2:06:55 8/1/2019 PM2:06:55 PM

1 A425

1 A404

1 A404

79' - 4 25/32" 79' - 4 25/32"

2 1 A425

4' - 0"4' - 4 11/32" 4' - 0"4' - 4 11/32"

2 A425

ARCHITECT

6'-3.6"

A

30' - 0 13/16" 30' - 0 13/16"

4' - 2 25/32" 4' - 2 25/32"

6'-3.6"

ARCHITECT 9701

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M.2 20_3GBX 2018-2020 spring SCI_ARC_2GAX 2018 / FALL APPLIED STUDIES _

BUILDING ENVELOPE TRANSFORMATION ACADEMIC WORK

SCI-Arc 2018 Fall: Advanced_materials_and_tectonics Software: Rhino, Cinema4D, Grasshopper Program: Building facade desgin Instructor: Maxi_Spina & Randy_Jefferson In collaboration with: Xin Liu, Giaoyue Zhao, Zepeng Gao / 18

digital_monograph_model

SCI-


-Arc

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

TWISTED LOUVER BLADES FACADE SYSTEM DESIGN The Elbphilharmonie Hamburg has gained its recognition from its glazing façade’s delicate curved glass, pre-fabrication process, and the precision of tectonic components. At the same time, the heavily weighted glasses and their responding structures restrict not only the size but also the curvature of glass panels and the possibilities of openings. Over-budget has also been an issue of using a massive amount of glass panels.

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M.2 20_3GBX 2018-2020 spring SCI_ARC_2GAX 2018 / FALL APPLIED STUDIES _

LOUVER BLADE TRANSFORMATION #1 / 20

digital_monograph_model

SCI-


-Arc

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

PARAMETRIC CONTROL STRATEGY Therefore, our aim is to keep the translucence and wavy feature of the original façade while increasing the degree of protrusion and to parametrically control panels from design, rationalization, fabrication to construction, and give variants to facade’s transparency to correspond with a variety of interior functions. Plexiglass or so-called acrylic sheeting is chosen as lightweight and flexible material to achieve the transformation. The plexiglass windows have 17 times the impact strength than that of traditional glass, which means stronger self-supporting ability. In addition, it is preferably flexible so we then create a comprehensive design strategy to control shadow transition effects by making glasses into louver blades then rotating them in response to different exterior conditions or interior spaces.

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SCI-

M.2 20_3GBX 2018-2020 spring SCI_ARC_2GAX 2018 / FALL APPLIED STUDIES _

CURVED ACRYLIC FACADE PANELS TYPE A 01 02

We create various semi-outdoor spaces with the exactly performed twisted louver blades, the weather will not limit openings anymore. Moreover, the original faรงade aesthetic relying on chrome dots coating now can as well be continued and developed along with the acrylic glass patterns. The design strategy also allows us to fabricate the glass panels efficiently, by repeating modules with different patterns, both construction and visual effect can be accomplished methodically.

03

04

Also, by giving spaces between slabs and the faรงade structures, vertical space continuity is increased, as well as ventilation and control over glazing in this doubled layer window faรงade system.

05 06

07

08

#V1 / 22

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01. UV resistant acrylic sheeting 02. glass louver blades 03. steel attachment & profiles with hollow aluminum blade holders 04. cage structure with standoffs for acrylic panels 05. oak wood plank flooring 06. steel framed flooring system with w18 i-beam secondary structure


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

a01 a05

a04

a03

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SCI-

M.2 20_3GBX 2018-2020 spring SCI_ARC_2GAX 2018 / FALL APPLIED STUDIES _

07-2

08-2

11-2

12-2

09-2 10-2

13-2

#V2 / 24

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Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

01

02

03

04

05

FACADE PANELS #V2 SE ISOMETRIC VIEW 45°

06

07

08

01. connector slots 02. aluminum glass mullion with rubber gaskets 03. glass railing with handrail 04. steel profiles 05. solid security bar 06. steel attachment with hollow aluminum blade holders 07. gradient chromatic dots 08. glass louver blade 09. vertical fin support columns 10. aluminum glass mullion with rubber gaskets 11. connectors slots 12. steel profiles 13. support columns connector 14. sill inlay 15. weather seal 07-2. glass louver blade 08-2. aluminum glass mullion with rubber gaskets 09-2. sill inlay 10-2. weather seal 11-2. steel profiles 12-2. solid security bar 13-2. steel attachment with hollow aluminum blade holders

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M.2 20_3GBX 2018-2020 spring SCI_ARC_2GBX 2019 / SPRING DESIGN STUDIO _

ATLANTA LIBRARY ACADEMIC WORK

SCI-Arc 2019 Spring: Generative morphologies design studio Software: Rhino, Keyshot Program: Library design Instructor: Elean_Manferdini In collaboration with:Kshitij Bhende / 26

digital_monograph_model

SCI-


-Arc

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

FORMS OF KNOWLEDGE DIGITAL REPOSITORY The primary purpose of a library is to store and exchange information through a medium to the user. Space where a large amount of information is stored and the user can absorb and exchange information. Because the books are being replaced by new technologies, the future of the library will not consist of any books anymore. Instead, the user will obtain knowledge through different means of virtual and interactive media.

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SCI-

M.2 19_3GA/BX 2019_sep-dec SCI_ARC_2GBX 2019 / SPRING DESIGN STUDIO _

ATLANTA LIBRARY #V1 This library is focusing on implementing new possible technologies on information searching and display. Starting from future library patrons’ personal data, the library would obtain personal information through biometrical sensing machines, afterward, the results of searching will be more precise and will be able to respond to physical reactions with the help of new technologies. For instance, neuroscience can detect and measure even emotion. Biometric technology has always been regarded as the highlight of data confidentiality, such as fingerprint recognition, iris recognition, we will soon be using these techniques for digital analytics. The display of any kind of information in this library will be using holography screens instead of monitors, so the working interface would shift from desk and computers into larger rooms and walls.

#V1 / 28

digital_monograph_model

This library will consist of a huge collection of holographic displayed objects, materials, and textures. The user will actually get to experience the aesthetic, materiality, and the scale of the respective object or the data.


-Arc

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

The library space can be classified into Satellite Control Center, Holographic Projection space, Biometric Space, and Photogrammetry.

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_2GBX 2019 / SPRING DESIGN STUDIO _

CUTAWAY AXONOMETRIC #1

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SCI-


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 č˘ çż° FS 2019 PORTFOLIO FS 2019 PORTFOLIO

INTERIOR CHUNKS Moreover, the library will have miscellaneous features of photogrammetry and 3D printing objects. Because the technique of reproducing subjects is mature enough for people to study the replica, so in the library, shops and fabrication sections would provide equipment for a variety of materials and textures to research. The form is derived considering the server room acting as the cerebrum of the library. The rest of the spaces are designed and placed depending on the location of the server room.

+47.98 m +47.98 m +43.98 m

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SCI-

M.2 19_3GA/BX 2019_sep-dec SCI_ARC_2GBX 2019 / SPRING DESIGN STUDIO _

+47.98 m

+43.98 m

+38.33 m

+33.71 m

AA’ SECTION #1

+16.56 m

Since the building will consist of no books and entirely dependent on computers and screens, the building is discouraged from natural light directly entering into the building. The materials of the building will consist of a combination of dark-tinted glass and opaque materials like marble. The glass will have a subtle texture over it to control the natural light and make the building more of a softer lighting style.

+0.00 m

Holography is a photographic technique that records the light scattered from an object and then presents it as three-dimensional. The Library will consist of a huge collection of holographic displayed objects, materials, and textures, in order to simulate and display the information.

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+11.55 m


-Arc

INTERIOR CHUNKS.

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

6F FL

The library is a space where a huge amount of information is stored and the user can absorb and exchange information.

7TH FLOOR PLAN

SECTION :1/16"=1'-0"

#P1 < 81778181314520 Lawrence Han Yuan

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GROUND FL


SCI-

M.2 20_3GBX 2018-2020 spring SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

PC I (Boolean Union) PC II (subtract)

Body Parts

Site Body

Body Parts PC II (subtract)

SHAFT: THE BLOCK ACADEMIC WORK

SCI-Arc 2020 Spring: Catia-3dexperience Software: Catia-3dexperience, Rhino Program: Parametric architectrual components design Instructor: Kerenza Hrris / 34

digital_monograph_model


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

PC I (Boolean Union)

Body Parts

PC II (subtract)

PARAMETRIC WORKFLOW

Site Body

SMART DESIGN In architecture practice today, performance and constructability are two of the most important factors in the design and delivery of a project. The creation and use of parametric geometry to create intelligent digital models that integrate and respond to specified sets of performance criteria offers a more holistic approach to design and its relationship to built form. 3DEXPERIENCE is the new version of CATIA.

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

IMAGINE & SHAPE #V1 Utilizing Imagine & Shape to first create a simple set of 4 geometries that interlock to each other, then subdivide them into a more rigid shape that has stick-like extrusions to increase aesthetical tensity, also provide geometries for further parameters operation. In order to let the main body engage interaction with the site body, I create another set of subdivision surfaces, close them in Part Design and then subtract the site body that has a similar shape to the main body. In order to create an aesthetically coherent boolean-subtract operation, I extract the edges from the body parts and then create new subdivisions surfaces that follow these edges, and then turn them into 3 types of driver parts to sculpt(subtract) the main body.

#V1 / 36

digital_monograph_model

SCI-


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

Driver Parts TypeB

Driver Parts TypeC

Driver Parts TypeA

Driver Parts TypeB Driver Parts TypeC Driver Parts TypeA

Driver Parts TypeA

Driver Parts TypeB

Driver Parts TypeC

Driver Parts TypeB

Boolean-Subtract Driver Parts Count: Type A Face Count 16-20, length 20-25m : 21 Type B Face Count 12-15, length 12-19m : 44 Type C Face Count 8-11, length 6-11m : 22

Driver Parts TypeA

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SCI-

M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

PC Instantiation

INPUTS AND OUTPUTS OF POWERCOPY I Body Parts

Power Copy I logic I select a portion of driver parts to be the inputs geometry for PowerCopy I, I then extract edges from driver parts as input lines to first create perpendicular planes, and then draw a base sketch that is intersecting with the input lines, then create a second sketch to be as the profile for sweep, lastly, instantiate this as powercopy to create a layered looking geometry. Parametric Instantiation Define a relation of the distance between Attractor Point and Boundary Sketch, to create parametric variations in the shape of instantiated PCs, then boolean-add the PCs to the body parts to create a composition.

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Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

INSTANTIATED POWERCOPIES #1,2 PC Inputs: Lines

PC Inputs: Planes

PC Inputs: Lines

PC Inputs: Planes

PC Outputs: Intersected Points PC Outputs: Boudary Sketch

PC Outputs: Boudary Sketch PC Outputs: Base Sketch PC Geometry

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SCI-

M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

Thrusters PC Subtracted Body Parts

Instantiated PC

Body Parts

Power Generator Navigation Station/Control Room

Entertainment Lounge

Computer Hub

I create another set of parts to be the inputs geometry for PowerCopy II, which also use the extracted edges as input lines to generate perpendicular planes, then base sketches intersecting with the input lines, and sweep out geometry with secondary sketches, lastly, but in order to boolean-subtract with the body parts, I use the unclosed curve to sweep then fill two sides to create a closed surface for carving out the body.

Sleeping Cabin

Atmospheric Processor

Engines/Gears

POWER COPY II LOGIC

#V2 / 40

digital_monograph_model


-Arc

Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

SPACE CRAFT #1 Shaft is designed to accommodate astronauts and carrying freight from a place to another, shaft attaches magnetic anchors to the end side of each container/hub, which can be used with the thrusters to either shove in or snap-on rocks/planet surfaces. The radial long-feet and the multi-directional interior decks are designed to easily adapt landing in any kind of terrain/surface. The hubs and lounges are for pilots, engineers, and other passengers’ relief. Parametric Instantiation Define a relation of the distance between Attractor Point and Boundary Sketch, to create parametric variations in the shape of instantiated PCs, then boolean-subtract the PCs to the body parts & the site body to create tunnel-like cuts.

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M.2 20_3GBX 2018-2020 spring SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

TWIST: TUNNEL ACADEMIC WORK

SCI-Arc 2020 Spring: Catia-3dexperience Software: Catia-3dexperience, Rhino Program: Parametric architectrual components design Instructor: Kerenza Hrris / 42

digital_monograph_model

SCI-


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

PARAMETRIC WORKFLOW SMART DESIGN In architecture practice today, performance and constructability are two of the most important factors in the design and delivery of a project. The creation and use of parametric geometry to create intelligent digital models that integrate and respond to specified sets of performance criteria offer a more holistic approach to design and its relationship to built form. 3DEXPERIENCE is the new version of CATIA.

< 81778181314520 Lawrence Han Yuan

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SCI-

M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

Constraint: Coincidence Base Spline + Base Sketch

Profile Guide Curve For Sweep/Loft

Base Point Profile: Boundary Line

Sweep/Loft Surface

Base Point

Attractor Point

Instantiated PowerCopy.1

Instantiated PowerCopy.2

Instantiated PowerCopy.3

Instantiated PowerCopy.4

Instantiated PowerCopy.5

Input: Base Splines: Base Spline.1 ~ Base Spline.3 Base Planes: Base Plane.1 ~ Base Plane.20 Base Points: Base points.1 ~ Base points.6 Output: Base Sketch Constraint: Coincidence With Base Plane 2D Boundary Sketch: normal to “Base Sketch”’s edge Sweep: Sweep On Base Sketch With 2D Boundary Sketch

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Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

POWERCOPY: INSTANTIATION INPUT Each PC is placed on an input plane. are 40 planes in each variation. PCs splines and planes as needed. Each PC is placed on an input plane. are 40 planes in each variation. PCs splines and planes as needed.

Relations: Attractor Point: Point.AP //Formula: min(distance(`INPUT\”Base Plane”` ,`INPUT\Point.AP` )*0.045,0.7)

There share There share

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SCI-

M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

Spline.6 Spline.5 Spline.4

PC.1 2D sketch Boundary Base Sketch

PC.2 2D sketch Boundary Base Sketch

VARIATION DESIGN LOGIC Shared input A: Each variation is composed of 3 different geometries, each two of the inputs are sharing two same splines. Shared input B: All variations are sharing a set of 40 “Base Plane” as input, some “Base Planes” are hosting 3 geometries, while some only have 1.

input I: Base Splines: Base Spline.4 ~ Base Spline.6 Base Planes: Base Plane.21 ~ Base Plane.40 Base Points: Base points.7 ~ Base points.12 input II: Base Splines: Base Spline.7 ~ Base Stpline.9 Base Planes: Base Plane.41 ~ Base Plane.60 Base Points: Base points.13 ~ Base points.18 Attractor Point: Each PC contains a 2D sketch boundary that changes shape depending on how far is it from the attractor point.

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Base Point.8 Base Point.9

Base Point.7


Lawrence Y.

-Arc

m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

Instantiated PowerCopy.6 point.AP Instantiated PowerCopy.7 PC.3 2D sketch Boundary Base Sketch

Instantiated PowerCopy.8

Instantiated PowerCopy.9

PC.4 2D sketch Boundary Base Sketch

Instantiated PowerCopy.10

Spline.9

Instantiated PowerCopy.11 Spline.8 Spline.7

Instantiated PowerCopy.12 Instantiated PowerCopy.13 Instantiated PowerCopy.14

Base Point.8 Base Point.9

Instantiated PowerCopy.15

point.AP Base Point.7

POWERCOPY: VARIATION #A < 81778181314520 Lawrence Han Yuan

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GBX 2020 / SPRING APPLIED STUDIES _

TWISTED TUNNEL Each PC is placed on an input plane. There are 20 planes in each variation. Each PC’s geometry varies depend on differnt base sketches controlled by the 3 splines.

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SCI-


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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

Shared input : All variations are sharing a set of 40 “Base Plane”as input, some “Base Planes” are hosting 2 geometries, while some only have 1. Output: Base Sketch /Constrained 2D Boundary Sketch /2D Boundary Sketch - Sweep/Loft. Output: Base Sketch /Constrained 2D Boundary Sketch /2D Boundary Sketch - Sweep/Loft

PERSPECTIVE RENDERING V2

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M.2 20_3GBX 2018-2020 spring SCI_ARC_3GAX 2019 / FALL DESIGN DEVELOPMENT _

DESIGN DEVELOPMENT ACADEMIC WORK

SCI-Arc 2020 Spring: Design development & documentation Software: Rhino, AutoCAD, Advenced steel, Cinema4D Program: Design developement drawings, 3d modeling and animation Instructor: Herwig Baumgartner & Brian Zamora In collaboration with: Giovanna Lima, Hou Sheng Wang, Jui Cheng Hung, Linzi Ai, Ovgu Nurozler, Pin Chih Liao, Saleh Jamsheer, Yifan Wang / 50

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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2020 PORTFOLIO FS 2020 PORTFOLIO

ATLANTA LIBRARY II DD DOCUMENTATION COURSE DESCRIPTION {description} This course focuses on construction systems, building technology, the use of materials, and system integration. The course comprises a review of basic construction methods, analysis of building codes including occupancy and life-safety issues, the design of structural and mechanical systems, and the basic principles of sustainable design. Studio projects from the previous semester are developed, focusing on the detailed design of a zone of the building in terms of the resolution of its structural system and of a building envelope using three-dimensional modeling as well as drafting. Drawings at various scales are produced to introduce students to the language and standards of details, wall sections, and overall building representations, culminating in a comprehensive package of drawings. The course also introduces students to the basics of cost control including life-cycle costs. Students receive the Emerging Professional’s Companion along with updated Intern Development Program (IDP) information.

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GAX 2019 / FALL DESIGN DEVELOPMENT _

CONSTRUCTION METHOD & STURCTURE Construction Process(in order): Site debris cleared, soldier piles at the site boundary and lagging, concrete shoring between soldier piles, concrete slab poured, concrete foundation wall and waterproofing, shear wall and foundation columns built, concrete slab for the courtyard and building base poured, concrete core frame construction, surrounding concrete column, beams, and slabs attached construction, steel plate shores on concrete footings for HP24x306 columns, phased implementation of HP24x306 columns, horizontal trusses attached to concrete frame and HP24x306 columns, steel frame structure & steel column attachment, steel frame floor with vertical trusses formed, concrete structure & steel frame attachment, secondary steel HSS components attached to the steel frame, steel deck placed, steel columns foundations on a concrete structure, steek beams attached to concrete columns with intermediary steel plate footings.

Secondary HSS steel components

Concrete & steel roofing

Steel floor decks

Steel column foundations Steel frame

Horizontal trusses & concrete frame Steel plate shore on concrete footings Concrete core

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Steel beams are attached to concrete columns with intermediary steel plate footings, structural glass core are then constructed, and lastly, the concrete and steel roofing structure, along with secondary HSS steel components on top of the roof, continuing the vertical structure from the base.


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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 č˘ çż° FS 2019 PORTFOLIO FS 2019 PORTFOLIO

Steel Columns

Steel floor decks

Cladding substructures

Steel frame Diagonal bracing

The Cladding carrier channel mullions attach to the steel frame with cladding carrier bracket units at 25 fr intervals. They attach to mullions above and internal sleeves below. The Stick system relies on frame members to carry all loads acting on the cladding. For installation: the panels are fit up to 1.5~9 m in size.

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GAX 2019 / FALL DESIGN DEVELOPMENT _

LED embbed FRP cladding

Transparent PV panels FRP,4.8mm cladding

Transparent PV panels PV panels substructures Concrete

Cladding structure

ENVELOPE Transparent Solar Cell MIT currently conducts research on transparent solar cells that will eventually lead to transparent solar panels. These cells absorb only infrared and ultraviolet light. Visible light passes through cells impeded, thus making panels seem transparent to us.

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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

LED embbed FRP cladding

Translucent FRP panels

FRP,4.8mm cladding

Steel frame

Cladding substructures

CLADDING TECTONICS #1

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GAX 2019 / FALL DESIGN DEVELOPMENT _

CLADDING TECTONICS #2 The aluminum profiles frame strengthen layers of glass fiber after lamination. The cladding carrier brackets can be applied to almost any facade type. Concealed fix(mechanical and structural bonding) and visible fix solutions are available for vertical and horizontal cladding. FRP is perhaps the best solution for translucent paneling for four reasons: energy, durability, aesthetics, and compliance. The percentage the PV can provide: Gross area of the G-smatt glass facade: 32450110 square inch. Total units used on the facade: 3298square in. / 32450010 square in. = 9840 units LED cose: 9840 units x 0.2256kWh = 2219.9kWh/ day PV provides: 645178 kWh/an / 365 days = 1767.6 kWh/ day 1767.6 kWh/day / 2219.9 kWh = 79.6%

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3mm Aluminum panel

Water proofing membrane Aluminium panel with insulation

Horizontal rail Aluminium bracket Aluminium frame FRP,4.8mm


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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

G-glass is a laminated glass product. It is composed of a 4mm base glass coated in fluorine tin oxide(FTO) which is both conductive and transparent.

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GAX 2019 / FALL DESIGN DEVELOPMENT _

Inner pulley system Plate connection Wheel alignment Back plate Rotation axis support

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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

MAGNETIC ELEVATOR The “pods” are located within the vertical towers of the library. They are used to transport visitors to the top of the library for a non-obstructed view, this elevator maintains its vertical axis as it ascends on a curved tack through a multi-axis support mechanism that runs along with a series of interwoven tracks.

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M.2 19_3GA/BX 2019_sep-dec SCI_ARC_3GAX 2019 / FALL DESIGN DEVELOPMENT _

FIRE RATINGS Stories: 18, height: 290’-0”, sprinkled: yes, construction type: 1A per table 503, fire resistance per table 601, exterior bearing walls: 3 hours, interior bearing walls: 3 hours, non-bearing walls: 0 hours, floor: 2 hours, roof: 1.5 hours. For the materials, it has class A or B roof covering, 2 1/4” (57) perlite concrete slab reinforced with wire mesh, 1 1/4”(31.8mm) deep steel roof deck supported on individually protected steel framing, and are 2-hour or 3-hour fire-resistance rating, For the bearing walls, are using solid concrete, varies from 2.5” to 7” in face to face finish thickness.

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Lawrence Y. m.arch 2 2018.09-2020.09 M06C04 袁翰 FS 2019 PORTFOLIO FS 2019 PORTFOLIO

AC SYSTEM #A1,2 Cooling towers on 16th & 17th floor, chiller on 1st and B1 floor, AHU A on 14-17 floor, 8-13 floor, AHU B on 18-20 floor, 14-17 floor, 8-13 floor, AHU C on 5-7 floor, 1-4 floor. CHW flow (6-8 °C) comes out fomr AC handling units (green), and returns as CHW (1214 °C) back to AC handling units (green), condenser water(35 °C) returns and redistribute as condenser water(28 °C). Outdoor air intakes are coming into the building through AC ducts and diffusers on 1-4 5-7 8-13 14-17 floor, also exhaust flow to outside through the units.

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SCI-Arc M.arch2: 2018-20

SCI-Arc 袁翰 _ 作品集

3GAX PORTFOLIO WORKSHOP

( 1 ) X X X-X X X-X X X X l awre n c e h a ny ua n @ g m a il.co m l awre n c e _ y ua n @ s c i a rc.edu

STANDARD PORTRAIT 8”X10” FORMAT.

LAWRENCE HAN YUAN PORTFOLIO DIGITAL_MONOGRAPH_MODEL SOUTHERN CALIFORNIA INSITUTE OF ARCHITECUTRE

2018 .09 01 - 2018 .12 14

Lo s A n g e l e s , Ca l i fo r n ia, U SA

2019 .01 08 - 2019 .04 19 2019 .09 03 - 2019 .12 14

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format : pdf - two pages spread

2020/May Portfolio Lawrence Yuan


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