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Weilan Zhang, AIA • Domestic Projects • International Projects • Studio Projects

WSU Digital Classroom Building Pullman, WA ZGF Architects, 7/2015 - 10/2016 Scope of work: SD, DD, CD , CA & LEED Under construction Design-build project Owner: Washington State university GC/CM: Clark construction Structural: KPFF MEP: AEI Total area: 83,295 sf 4-story above grade and 1-story basement, Steel moment frame structure $43.4 million budget University-wide collaboration and innovation center / 12 Abelson Hall Fulmer Hall classrooms of variousHeald sizes / 250 seat circular active learning hall / LEED Silver

pus Relationship NE College Avenue

Stimson Hall

SE Idaho Street

Owen Cleveland Hall

3 5

NE Washington Street

Washington Building

Waller Hall

2 E Nevada St.

Education Addition

Library Road

ay W

2493' - 0" IT HELP DESK

Spatial layout diagram

Building section 1 A3.12

BUILDING SECTION LOOKING WEST ALONG GRID-11 1/8" = 1'-0"

A.5

B.3

B.4

B.5

B.6

C.8 D

D.6

E.3

G.1

G.3

G.5

PENTHOUSE ROOF 2571' - 0"

18' - 0"

MECHANICAL PENTHOUSE 401

16' - 0"

LEVEL 3 2537' - 0"

L1.0 OPEN INFORMAL LEARNING 220

C6.0 FLEXIBLE CLASSROOM FOR 30 233

92' - 0"

ACTIVE LEARNING CLASSROOM 235

L1.0 OPEN INFORMAL LEARNING 316

GLASS GUARDRAIL

C6.0 FLEXIBLE CLASSROOM FOR 30 333

16' - 0"

LEVEL 2 2521' - 0"

STAIR 06

GLASS GUARDRAIL

STAIR 03

LEVEL 1 2505' - 0"

12' - 0"

C2.0 ACTIVE LEARNING CLASSROOM G10

C1.0 ACTIVE LEARNING HALL G45

P1.1 LOBBY G40

GROUND 2493' - 0"

4' - 0"

C3.0 FLEXIBLE CLASSROOM FOR 80 339

16' - 0"

PENTHOUSE 2553' - 0"

10' - 0"

ELEVATOR PIT 2489' - 0"

BASEMENT 2479' - 0"

4/20/2016 3:57:39 PM

2 A3.12

Ground floor plan

BUILDING SECTION LOOKING EAST 1/8" = 1'-0"

Typical wall section

2 A3.12

2.1

3.1

2 A3.13

9' - 10"

18' - 0"

17' - 2"

GL-1

19' - 2"

1' - 9"

3 A3.21

2.1

LEVEL 2 2521' - 0"

1 A3.02

3 A3.28

LEVEL 2 2521' - 0"

VISION GLASS 4' - 11 1/2"

7' - 8"

5' - 0"

6' - 4"

FACE OF BRICK

4' - 2"

FACE OF BRICK

18' - 2"

4 A3.21

1 A3.12

174' - 3" 1' - 9"

GL-1

BRICK HEADER COURSE

RELIEVING ANGLE-

925 Four Suite 240 Seattle, W T 206 623 F 206 623 www.zgf

2 A4.11

VISION GLASS

CL OF MULLION SPANDREL GLASS

A7.05 5

8' - 5"

102F

BA 03

10' - 4 1/2"

7' - 7 1/2"

10' - 4 1/2"

B A3

7' - 7 1/2"

B A3

10' - 4 1/2"

7' - 7 1/2"

10' - 4 1/2"

A7.03

16 A7.03

BA 03

BA 3

7' - 7 1/2"

1' - 0"

3' - 7 1/2"

6' - 7 1/2"

3 A8.36

1' - 0" 6' - 11"

13' - 4 1/2"

11"

B A3

10' - 4 1/2"

1' - 0"

BA 03 7' - 0" 5' - 9 1/4"

BA 06

10' - 4 1/2"

7' - 7 1/2"

16' - 0"

64 BRICK COURSES

4' - 0" 16' - 0"

1' - 8 1/2"

4' - 0"

12' - 0"

48 BRICK COURSES

12' - 0" 4' - 8 1/2" 19 COURSES

9' - 1"

1' - 6 1/2"

6' - 7"

GROUND 2493' - 0"

VARIES

14' - 0"

10' - 0" 8' - 8"

1 A3.11

9' - 7"

4 A3.21

1' - 9"

WALL SECTION

5 A3.24

PLAN, FLOOR LEVEL 1

2 A3.13

MECH STEAM CHILLED WATER POE B3

1' - 0" MIN.

Date: Job No:

Drawn By Checked

H 7' - 4"

FACE OF BRICK

14' - 0 1/2"

4 A3.24

28' - 8"

ENLARGED 5 2. FOR INTERIOR PARTITIONS SEE A8.01 FOR PARTITION A3.21 SCHEDULE. 1/2" = 1'-0"

3 A3.25

E OF BRICK

OF BRICK

1 A3.01

2.1

3 A3.21

P1.1 LOBBY G40

Drawing Title

CAST IN PLACE CONCRETE PLANTER, SEE LANDSCAPE, CIVIL

3. PARTITIONS ARE TO BE TYPE FA/0/3 UNLESS NOTED OTHERWISE.

1 A3.12

5. SEE A8.02 FOR THE DOOR & RELITE SCHEDULE. 6. SEE A4.01 FOR EXTERIOR BUILDING ASSEMBLIES.

Drawing N

1' - 9" 3' - 3 1/2"

PLAN - INTERMEDIATE LANDING

2 A3.21

4' - 0 1/2" MASONRY OPENING

ENLARGED PLAN - DISCHARGE LEVEL 1/2" = 1'-0"

21' - 4"

4. FURRING AT COLUMNS TO BE PARTITION TYPE B/A/2 U.N.O. 2 A3.12

4 A3.21

ST 01 100SW

G.5

4/20/2016 3:57:48 PM

3 A3.23

ENLA ELEV PLAN SECT

1/2" = 1'-0"

2.1

3 A3.21

G.3

1. SEE A0.01 FOR DIMENSIONING STANDARDS. 5 A3.23

Wash Univ Digit

BASEMENT 2479' - 0"

3 A3.21

1/2" = 1'-0"

4 A3.21

SIM

1/2" = 1'-0"

Drawing Titl

WALL SECTION

2 A4.12

ENLARGED ELEVATION

WA-30

Washington State University Digital Classroom

2 A3.11

F G

3 A4.15

7 A4.11

CAST IN PLACE CONCRETE PLANTER, SEE LANDSCAPE, CIVIL

GENERAL PLAN NOTES 6 A3.23

GROUND 2493' - 0"

2 A4.15

12' - 1" 9' - 9"

WA-4

BASEMENT 2479' - 0"

2' - 6" BA L6.0 FACULTY 0 3 TRAINING ROOM 102A 2 1/2" FT 0 3 9 A7.03

Revisions

1 A4.15

GROUND 2493' - 0"

15' - 6"

16' - 8 1/2"

182' - 8"

100VN-C

14' - 8 1/4"

1' - 11 1/2"

16' - 8 1/2" 1' - 11 1/2"

BA A3

1' - 9"

1' - 9" 22' - 7"

1' - 4 1/4"

100VN-A

100VN-B 100VN-D 7' - 7 1/2" 8' - 6 1/2"

OPEN TO BELOW

BA 03

2 A4.11

11 A4.12 BRICK

CORBEL OR THICKENED CONCRETE WALL TO SUPPORT BRICK

G.1

BA 03

8 A8.37 11 A7.03

7' - 0"

32' - 8"

FACE OF BRICK

1' - 4 3/4" 10' - 0" 2 EQUAL

BA 03 L6.0 FACULTY INNOVATION STUDIO 102

L8.0 HOTELING OFFICE 102D L8.0 HOTELING 8 OFFICE FA 102B 03 B TYP A3 14 A8.16

7' - 7 1/2"

1' - 11 1/2"

1' - 4"

ALIGN

FEC

L6.0 FACULTY L6.0 FACULTY RECORDING RECORDING 102F 102G FT 03

8' - 1 1/2"

OPEN TO BELOW

12 A7.05

GLASS RAILING

L1.0 OPEN INFORMAL LEARNING 106

1' - 9"

1' - 11 1/4"

A7.01 10

E.3

LINE OF OPENING ABOVE

A7.05 14

SIM

Telecom Vantage Group 150 Bak Suite 310 Concord P 978 34

GL-2

SPANDREL GLASS

1 A3.21

1' - 1" 8' - 0"

17 A8.16 6

FA 03

PA 06

OPEN TO BELOW

B A3

L1.0 OPEN INFORMAL LEARNING 101

LEVEL 1 2505' - 0"

10 A4.31

CANOPY BEYOND

2 A3.01

5' - 9"

A7.01

C.8

17' - 11"

A7.05

LEVEL 1 2505' - 0"

Mechani Plumbing Affiliated 1601 Fift Seattle, W P 206 25

BOTTOM OF BRICK

C 5 A3.26

Civil and KPFF Co 1601 Fift Seattle, W P 206 62

GL-1

2 A3.21

1' - 9"

PA 06

7' - 5"

B A6

27' - 11 1/2"

OPEN TO BELOW

10' - 0" 2 EQUAL

10"

ST 05 101SE

102B

8' - 0"

PA 06

10"

Revisions

D.6

3 A3.26

EL 02 102EL

102

16' - 0 1/2"

10' - 0" 2 EQUAL

LINE OF BUILDING ABOVE

FACE OF BRICK

ST 02 100SE UP

CORRIDOR 100E

LINE OF OPENING ABOVE

3 A3.21 PA 06

ST 04 101S

111T

ST 05 100SC

BUILT-IN BENCH

1 A3.13

B.6

F.O. MULL P1.1 ENTRY LOBBY 100

B.4

B.5

Landsca ZGF Arc 925 Fou Seattle, W P 206 62

SIM

BRICK LEVEL 1 2505' - 0"

TOP OF BRICK

Telecom and Data Vantage Technology Consutling BRICK Group 150 Baker Avenue Extension, Suite 310 Concord, MAWA-1 01742 P 978 341 0700

9' - 11"

B A6

F.O. BRICK

1' - 6"

B 06

FA 08

2 A3.34

16' - 8 1/2"

MDF 111T

VESTIBULE 100VN

CORRIDOR 100E 3'X7' REMOVABLE FRAMING

Mechanical, Electrical, and Plumbing Engineers GL-2 Inc. Affiliated Engineers 1601 Fifth Avenue, Suite 1400 Seattle, WA 98101 P 206 256 0800

LINE OF CANOPY ABOVE

1' - 4 1/2"

CORRIDOR 100N

Civil and Structural Engineers KPFF Consulting Engineers 1601 Fifth Avenue, Suite 1600 CL OF MULLION Seattle, WA 98101 P 206 622 5822

6 A4.12

SIM

5 A3.21

HSS STEEL

SPANDREL GLASS

1' - 11 1/2"

OPEN TO BELOW

1' - 4 1/2"

EL 01 101EL A7.05

A7.05 17

DOOR PUSH PLATE

113

ELEC RM 113 L1.0 OPEN INFORMAL LEARNING 135

1ALIGN

T 26

1 ST 01 A8.41 100SW

FA 06

1' - 6"

12' - 2"

A7.05

BUILT-IN BENCH

3 A4.22

VISION GLASS

GL-1

16' - 8 1/2"

FEC BA 03

ALIGN

5' - 1"

FACE OF BRICK

General Clark Co 701 Dex Seattle, W P 425 20

8 A4.14

WA-1

Landscape Architect ZGF Architects LLP 925 Fourth Avenue, Suite 2400 Seattle, WA 98104 P 206 623 9414

WALK-OFF GRATE

DOOR PUSH PLATE

A7.05

117

W.C. 121A 121A

DOOR PUSH PLATE

1' - 11 1/2"

16' - 2"

199DD CHASE 121C 121C

121B

6' - 6"

FA 13 L8.0 HOTELING OFFICE 117 BA 03

7 A8.41 ST 03 100SN

AV MATRIX

W.C. 121E

SNOW MELT MANIFOLD

DOOR PUSH PLATE 15 A7.05

General Contractor Clark Construction Group LLC. 701 Dexter Avenue N, Suite 108 Seattle, WA 98109 P 425 203 5362

2' - 3"

L3.0 MAKER SPACE/ COLLABORATION STUDIO/ STORAGE 4 115 B A3.34 03

1' - 0"

OPEN TO BELOW

CORRIDOR 100N

ALIGN

1' - 6"

GLASS RAILING B 06 B 06

121E

B 03

14' - 8 1/4"

RL139

2 A6.11

PA 16

125

121F

CHASE 121D 121D W.C. 121B

EM ELEC RM 125 3 A6.01 F 13

F HALLWAY 1 3 127V

127

3' - 6"

BA 03

10"

1 A5.01 F 06

CUSTODIAL SUPPLY RM 137

139

P1.1 LOBBY G40

4 A3.21

34' - 8"

A7.05

L2.0 PROBLEM BASED LEARNING 139 BA 02

T 26

3 A3.32

UTILITY SINK

1 A3.34

11' - 1 1/2"

F 13

199A

127V

7' - 11 1/2" 8' - 0 1/2" 8' - 0 1/2" 22' - 0 1/2"

18' - 3"

5' - 11 1/2"

1' - 8"

4 A3.33

MAINTENANCE MECHANIC RM 127

1' - 6"

F 13

4 A3.03

7 A3.03

W.C. 121F

HA 16

PA 16

12 A7.04

25' - 6"

LOADING 199DD

HA 16

OPEN TO BELOW

17' - 11 1/2"

B 03

MAIN ELEC RM 199

2504' - 0"

4 5 A3.27 A3.27

199B

1 A3.03

7 A5.01

NA 13 BA 16

FA 06

METAL CANOPY

3' - 11 1/2"

OPEN TO BELOW

B A6

7' - 11 1/2" 182' - 8" 9' - 9"

4 A3.30

29' - 0"

102G

8' - 0 1/2"

4' - 0"

7' - 11 1/2"

3 A3.27 3' - 4 1/2" M.O.

B 03 PROJECTION SURFACE

GL-2

VISION GLASS

9' - 8"

BA 03 B A6

1' - 2 3/4"

North Elevation 5 A3.30

9' - 8"

FA 06

BA 16 OPEN TO BELOW

8' - 0 1/2"

18' - 8"

6 A3.30

9' - 8"

1 A3.35

FA 06

1' - 3 1/4"

B.5

4' - 0"

6' - 5 1/4"

7' - 11 1/2"

B A3

BA 06

6' - 1 3/4"

1 A8.21

10" 115

B A6

FA 06

CONTROL JOINT

BRICK

OPEN TO CEILING BELOW

102A

8' - 0 1/2"

B A6

BA 06

10"

FA 06

14' - 0"

5' - 7 1/2"

OPEN TO BELOW

8' - 0 1/2"

16' - 0"

1 A3.13

2 A3.11

925 Fourth Avenue Suite 2400 SPANDREL GLASS Seattle, WA 98104 T 206 623 9414 F 206 623 7828 www.zgf.com CL OF MULLION

1' - 9"

20' - 8"

7' - 11 1/2"

15' - 8"

B.3

1 A3.11

16' - 0"

137

1' - 9" 17' - 4" 15' - 4"

12' - 0"

FACE OF BRICK

A.5

2 A3.02

16' - 0"

COLD FORM FRAMING CONNECTION-ATTACHED TO EDGE OF SLAB

GL-2

1' - 9" 21' - 0" FACE OF BRICK

Date:

April 20, 2016

Job No:

22774.01

Drawn By:

WZ YA NF

2 18' - 2"

4' - 2"

1' - 4"

1' - 9"

3' - 6"

1' - 9"

3' - 6"

1' - 9"

120. 00°

11"

ENLARGED PLAN, GROUND- WARMING KITCHEN 1/4" = 1'-0"

ALIGN 5' - 6" 1' - 4 1/2"

F 03

P4.0 VENDING MACHINES G10N ALIGN 6' - 9"

F 06

31' - 8"

0" TY P.

21' - 0"AFF M

BA 06

3' -

FA 5' - 3" 0 6

1' - 4"

BA 06

3' -

PA 16

SOFFIT ABOVE

3' - 8 1/4"

BA 03 4' - 0 3/4"

DOOR PUSH PLATE

C1.0 VESTIBULE Washington G45VW State University 20' - 2"AFF Digital Classroom

18' - 8"

FA 6

TACK BOARD

L2.0 PROBLEM BASED LEARNING 139

18' - 8"

BA 03 18' - 8"

DOOR PUSH PLATE

C1.0 VESTIBULE G45VE DOOR PUSH PLATE BA FA 06 06

20' - 2"AFF S

REFER TO A9.02 FOR VESTIBULE RCP INFORMATION

BA 03

BA 06

SOFFIT ABOVE

6' - 9 1/4"

G45VE-B -A VE G45

° 122.5

B.5 S

90°

BA 06

B.5

BA 03

BA 03 5' - 3"

BA 03

10' - 0"AFF

6 A8.35

VESTIBULE G1VW

4 1/4"

3' - 4 3/4"

10' - 0"AFF

L1.0 OPEN INFORMAL LEARNING 100N

20' - 2"AFF

9' - 7 1/2" 1' - 4 1/2"

5' -

5' - 0" (CLR.) H 26

5' -

G45VW-B

BA A6

PA 16 FA 03

G45 VW -A

TACK BOARD

16 A7.02 8

2 A8.41

PA 16

C1.0 VESTIBULE G45VW

2' - 3"

A7.02 17

11' - 11 1/4"

AMBULATORY STALL RESTROOM G21

BA A6

A7.04

SIM

2' - 7" 4' - 9"

F 03

ALIGN

G21 10' - 2 1/4" 10"10"

RL37 15' - 5 1/2"

F 03 F 06

5 3/4"

FEC

NA 03 1' - 8"

ADA DRINKING FOUNTAIN

G37

2' - 1 1/4"

BA 03

A7.04

CHASE G21A

B 03

58°

3' - 1" 3' - 1"

2' - 3"

2' - 7" 2' - 7"

1' - 11 1/4"

2' - 7" 2' - 7"

BA 16 18' - 8"

2' - 7" 2' - 7"

3' - 8 1/2"

2' - 7" 2' - 7"

B.5

HA 16

90°

L2.0 PROBLEM BASED LEARNING G37

10' - 0 1/4"

9 1/4"

FA 03

3' - 8 1/4"

2' - 3 3/4" 5' - 0"

2' - 7" 2' - 7"

15 A7.02

BA 03

2 A6.01

G21A F 03

CLR

CORRIDOR G10N

G23

5' - 0"

A7.04

TYP

BA 03

DOOR PUSH PLATE

2493' - 0"

HA 16

B.5

B 03

F 03

3' - 0"

CUSTODIAL CLOSET G23

BA 03

F 03

FA 06

BA 03

5' - 0"

NA 13

R 40' - 0"

NA 13

REFERENCE POINT FOR THE CENTER OF THE ROOM

2493' - 0"

BA 16

1' - 0"

4' - 2"

AMBULATORY STALL

G25

G27

15 A7.02 17

F 03

CLR

F 03

A7.02

RESTROOM G25 9

ALIGN

3' - 8 1/2"

OFCI ICE MACHINE

5 A7.02

2492' - 6"

2493' - 0"

DO WN

NA 13

WA-30

5' -

P2.0 WARMING KITCHEN G27

BA 16

5' - 0" (CLR.)

F 06

B A6

WN DO

C1.0 ACTIVE LEARNING HALL G45

16' - 0"

2493' - 0"

10' - 0"

0" TY P

5' - 0 1/2"

C1.0 ACTIVE LEARNING HALL G45

1 1/2" WIDE CONTRASTING MARKING STRIP AT SLOPING EDGES (BOTH SIDES) (TYPICAL AT ALL RAMPS AS SHOWN)

5' -

16' - 0"

B.3

2492' - 6"

6' - 9"

0" TY P. 5' -

18' - 0"

REFL

CONC RAMP REFER TO STRUCTURAL (TYPICAL FOR 3)

5' -

120.00°

12. REF LOCATI

DIM POINT

FIXED SEATING AT LAST ROW OF TABLES, TYP

2492' - 6"

11. REF LEARNI

Revisions

WA-30

B A6

B.3 7

32' - 8"

REFERENCE POINT FOR THE CENTER OF THE ROOM

5' - 0"

18' - 0"

15' - 4"

3' - 6"

15' - 8"

1' - 9"

Telecom and Data Vantage Technology Consutling Group 150 Baker Avenue Extension, Suite 310 Concord, MA 01742 P 978 341 0700

FLOOR MOUNTED FIXED AUDIENCE SEATING

5' - 0"

17' -15' 4" - 6 3/4"

6" 2' -

5% DOWN

G45VN-A

15' - 8"

3' - 6"

10. PEN LENGTH

REFER TO A9.02 FOR CONTROL RM RCP INFORMATION

Mechanical, Electrical, and Plumbing Engineers Affiliated Engineers Inc. 1601 Fifth Avenue, Suite 1400 Seattle, WA 98101 P 206 256 0800

5' - 0" TYP

1' - 9"

R 12' -

8. RECE INSULA

9. ALL S STRUC TO BE C S

Civil and Structural Engineers KPFF Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 P 206 622 5822

EDGE OF RECESSED SLAB SEE STRUCTURAL

B 03

00° 120.

1/4" = 1'-0"

6. REFE

OTS

Landscape Architect ZGF Architects LLP 925 Fourth Avenue, Suite 2400 Seattle, WA 98104 P 206 623 9414

WA-30

B A6

1' - 6"

C1.0 VESTIBULE G45VN

General Contractor Clark Construction Group LLC. 701 Dexter Avenue N, Suite 108 Seattle, WA 98109 P 425 203 5362

CEILING SUPPORTED PROJECTOR SCREEN ABV SEE REFLECTED CEILING PLAN

ELARGED PLAN, LEVEL 1 - RESTROOMS, CUSTODIAL CLOSET

3 A6.01

20' - 2"AFF

31' - 8"

3' - 8"

BA 03

6' - 10"

A.5

P 0" TY

1' - 6"1' - 4"

FA 06

2" 3 1/

G45A

17' - 4" 1' - 9 1/4"

7' - 0"

SIM

4' - 0"

'42

5' - 0" 7' - 4"

3' - 8"

4' - 0" 7' - 4"

11SIM

F 06

TY P

FA 03

13SIM

- 0"

5. ALL C

1 A8.21

BA A 3 5' - 4 3/4" VERIFY

BA EQ 0 6

2492' - 6"

B A6

14 A7.02 12

121A

2492' - 6"

FA 06

20' - 2"AFF

A.5

A7.04

RLG45A

FEC

F 03 3' - 11 3/4"

5' - 0" CLR

W.C. 121A

BA 03

CHASE B 121C 03

F 03

121B

B 03

121C

FA 03

925 Fourth Avenue Suite 2400 Seattle, WA 98104 - 2"AFF T 206 62320'9414 F 206 623 7828 www.zgf.com

1' - 0" 2' - 3"

SIM11

B 03

1' - 6"

W.C. 121E

SIM

1' - 6"

FA 06

7. REFE STRUC

C1.0 ACTIVE LEARNING HALL - CONTROL G45A

90°

B A6

14 A7.02 12

F 03

B.5

1. LOCA ARCHIT CENTE

C1.0 VESTIBULE G45VN

B A3

15' - 4"

F 03

F 13

GEN

6 18' - 0"

4. REFE LOCATI INSTAL

BA A3

21 A7.04

ED GE OF SLA R 28 B (S ' - 0" EE ST RU CT UR AL)

137

NA 03

1' - 9 1/2"

125

5 18' - 0"

3. REFE

5' -

1' - 6"

W.C. 121B

SIM13 12 A7.02 14

F 03 F 03 6' - 0 1/4"

121D

SIM

BA 03

7' - 0"

SIM

ADA DRINKING FDOUNTAIN & BOTTLE FILLER

BA 03

F 03

121E

CORRIDOR 100N

W.C. 121F

CHASE 121D

B 03

SIM

FA 03

BA 06 2493' - 0"

121F

B 03

CUSTODIAL SUPPLY RM 137

B A6

'R 42

SIM13

F 03

A7.05 13

HALLWAY 127V

127V

F 03

12 A7.02 14

BA 3

FEC

4 82' - 2" 9' - 10"

18' - 0"

B A6 2493' - 0" 2493' - 0"

MAINTENANCE MECHANIC RM 127

SIM11

BA 03

B A6

FA 06

3.1 7' - 8"

1' - 0 3/4"

2' - 9 1/2" VERIFY

B A6

3 6' - 4"

2. ALL S DEVICE

18' - 0"

NA 13

A7.05

18' - 0"

1' - 2 3/4"

1' - 6"

F 03

82' - 2" 9' - 10"

7' - 8"

2.1 4' - 2"

18' - 0"

B 03

11 1/2"

6' - 4"

9' - 3"

Active learning hall

3.1

32' - 8"

18' - 2"

83' - 0"

2.1

R 26 ' - 0"

9' - 3"

Drawing Title

1ENLARGED PLANS - ACTIVE LEARNING HALL, RESTROOMS, WARMING KITCHEN ENLARGED RCP - ACTIVE LEARNING HALL

1' - 4 1/2"

1 A6.01

ENLARGED PLAN, GROUND - ACTIVE LEARNING HALL 1/4" = 1'-0"

1 A6.02

8 GENERAL PLAN NOTES

1/4" = 1'-0"

PENTHOUSE 2553' - 0"

1. SEE A0.01 FOR DIMENSIONING STANDARDS.

2. FOR INTERIOR PARTITIONS SEE A8.01 FOR PARTITION SCHEDULE. 3. PARTITIONS ARE TO BE TYPE FA/0/3 UNLESS NOTED OTHERWISE.

5. SEE A8.02 FOR THE DOOR & RELITE SCHEDULE.

16' - 0"

6. SEE A4.01 FOR EXTERIOR BUILDING ASSEMBLIES.

April 20, 2016

Date:

4. FURRING AT COLUMNS TO BE PARTITION TYPE B/A/2 U.N.O.

Job No:

22774.01

Drawn By:

WZ SAB

Checked By:

925 Fourth Aven Suite 2400 Seattle, WA 981 T 206 623 9414 F 206 623 7828 www.zgf.com

7. SEE ENLARGED PLANS AND FINISH PLANS FOR ADDITIONAL INFORMATION.

3' - 0" TYP.

10. REMOVABLE FRAMING IS INTENDED TO ALLOW ACCESS TO SHAFTS DURING REMODELS AND REPAIRS ONLY.

A6.01

TYPE D LEVEL 3 2537' - 0"

2' - 5" TYP.

2' - 0" TYP.

Drawing No.

8. SEE LS1.03 & LS1.04 FOR EXTENTS OF FIRE PROOFING.

PERF. METAL PANEL, 9. SEE SHEET A7.00 FOR TYPICAL MOUNTING HEIGHTS. PAINTED P-8

4/20/2016 4:01:04 PM

PERF. METAL PANEL, PAINTED P-8

3' - 7" TYP.

HANDRAIL

3' - 7" TYP.

4/20/2016 4:00:56 PM

GLASS RAILING

TYPE A

General Contra Clark Construct 701 Dexter Ave Seattle, WA 981 P 425 203 5362

DOC REL. 06

TYPE A

Communicating stair

TYPE B

TYPE A

Landscape Arch ZGF Architects 925 Fourth Ave Seattle, WA 981 P 206 623 9414

STAIR 05

16' - 0"

TYPE A TYPE A

Civil and Structu KPFF Consultin 1601 Fifth Aven Seattle, WA 981 P 206 622 5822

TYPE B

Mechanical, Ele Plumbing Engin Affiliated Engine 1601 Fifth Aven Seattle, WA 981 P 206 256 0800

TYPE A LEVEL 2 2521' - 0"

TYPE C

Telecom and D Vantage Techn Group 150 Baker Aven Suite 310 Concord, MA 01 P 978 341 0700

STAIR 05

Revisions

SECTION - STAIR 05, L2 TO L3, LOOKING NORTH

5 A5.04

1/4" = 1'-0"

1 A5.04

ISOMETRIC VIEW - STAIR 05 AND STAIR 06, COMMUNICATING STAIR

LEVEL 3 2537' - 0" 7 A5.28

16' - 0"

15 A5.27

TYPE A

2 A8.21

3' - 7" TYP.

C-CHANNEL STRINGER SEE STRUCT.

LEVEL 2 2521' - 0"

PRECAST CONCRETE TREAD AND RISER

TYPE A

Washing Universi Digital C

4' -

10"

2 A5.26

4' -

6' - 10"

3 A5.26

TYPE F

10"

2 1/2" x 3/4" SS BAR CANE RAIL,

6 A5.04

SECTION - STAIR 05, GROUND LEVEL TO L2, LOOKING NORTH 1/4" = 1'-0"

TYPE E TYPE E 4' -

STEEL STRINGER SEE STRUCT. MDF PANEL SOFFIT, PAINTED P-8

1 A5.26

TYPE F

4' - 4"

26.57°

10"

TYPE G 4' -

10" 7

A5.25

C.I.P. FLOOR

SIM

GROUND 2493' - 0"

PERF. METAL GUARDRAIL

8 A5.25

C-CHANNEL

C-CHANNEL HANDRAIL

TYPE K

24.17°

2 1/2" x 3/4" SS BAR CANE RAIL,

2 A5.04

3' - 0 1/2" 6 EQ. RISERS

TYP

LEVEL 1 2505' - 0"

TYPE J

1' - 0"

2 1/ 2"

5 A5.28

TYPE E

5' -

3 A5.27

PRECAST CONCRETE TREAD AND RISER

TYPE H

1' - 0"

MDF PANEL SOFFIT, PAINTED P-8

26.57°

TYPE C

10"

3' - 6" 5' - 6" 11 EQ. RISERS 7 EQ. RISERS

STEEL STRINGER SEE STRUCT.

1 1/2" STAINLESS STEEL HANDRAIL C-CHANNEL STRINGER SEE STRUCT.

GLASS RAILING TYPE A

4' - 10" 4' -

16' - 0"

A5.27

10"

3' - 0 1/2"

TYPE B

TYPE A 4' -

3' - 7"

TYPE B

10"

5' - 2 1/2"

4' -

4 A5.28

1' - 0"

4' - 10" 6 A5.28

PERF. METAL PANEL, PAINTED P-8

12' - 0"

TYPE A TYPE A

10"

2 1/ 2"

4' -

A5.27

5' -

10"

TYPE B

3' - 7" TYP.

TYPE B

3' - 0"

4' -

6' - 0"

5' - 6" 11 EQ. RISERS 5' - 0" 10 EQ. RISERS 5' - 6" 11 EQ. RISERS

PERF. METAL PANEL, PAINTED P-8

1 1/2" STAINLESS STEEL HANDRAIL TYPE D

4' - 0"

6' -

PERF. METAL PANEL, PAINTED P-8 4 A5.26

SECTION - STAIR 05, LOOKING WEST 1/4" = 1'-0"

GROUND 2493' - 0"

Drawing Title

PLANS & SECTIONS

Heating (kBtu/sf) Cooking (kBtu/sf)

Cooling (kBtu/sf) MBtu per Year (kBtu/sf) Refrigeration

Sustainable Design - LEED Category Electricity Chilled Water Silver Steam 545.8

140

TING

LING

120 100

EUI kBtu/sf yr

CBECS 531.6 Median

T WTR

Ventilation (kBtu/sf) Water Heating (kBtu/sf) % of Total(kBtu/sf) AnnualComputer % of(kBtu/sf) Total Office Equipment MBtu

Energy Cost

Cost

545.8

15%

16,316

25%

531.6 1,339.7

14% 36%

$ $

15,892 12,727

25% 20%

Total

135 kBtu/sf/yr-

1,339.7

477.0

13%

3,029

73.9

2,209

324.2

9,692

15%

1,727

ASHRAE 90.1 2007 181.8

7.0

232.0

75 181.8 kBtu/sf/yr 7.0 232.0

WSEC / ASHRAE 64 0% $ 90.1 2010209

Lighting (kBtu/sf) Electricity Cost [$/kWh]: Misc (kBtu/sf)

0.1020 Chilled Water Cost [$/MBTU]:

DOMEST HOT WTR 5%

70% Reduction

45% Reduction

1,753.5

3,713.0

MISC EQUIP 14%

36% Reduction

As Designed 45.8 kBtu/sf/yr AIA 2030 Challenge 40 kBtu/sf/yr

VENT FANS 9%

PUMPS & AUX 2%

SPACE COOLING 13%

Energy / Performance 477.0

LIGHTS 15%

45.8 kBtu/sf/yr

1,482.5

6.35 Steam Cost [$/MBTU]:

SNOW MELT 6%

EXT USAGE 0%

kBtu/sf/yr 0%

2,204

64,006

ditioned Floor Area [SF] 0

Energy Use Intensity EUI [kBtu/SF]

0.1020 Chilled Water Cost [$/MBTU]:

6.35 Steam Cost [$/MBTU]:

9.50

Solar Photovoltaic System PROPOSED BETTERMENT SNOW MELT EXT USAGE 0%

Energy Concrete DOMESTLow HOTEmbodied WTR Fly ash or slag substitutes 5% Reuses industry surplus Reduces energy intensity

Energy Use Category

Electricity

MISC EQUIP SPACE HEATING

531.6

SPACE COOLING

PUMPS & AUX

FANS HydronicVENT VAV Air Handler 9%to changing loads Rapidly respond PUMPS & AUX Energy efficient

73.9

VENT FANS MISC EQUIP 14%

High Head Height Windows Improved daylight penetration COOLING Even SPACE North Daylight 13% Improved productivity Improve visual comfort

Dedicated Outside Air SystemDesign Proposed Reduces duct size Year ImprovesMBtu indoorper air quality

Chilled Water Reflective Surfaces Steam 545.8 Improve daylight - penetration -

LIGHTS

LIGHTS 15%

SPACE HEATING 36%

WSU Digital Classroom WSU $Digital0.79 Classroom

45.8

81,068

st [$/kWh]:

Energy Cost Intensity ECI [$/SF]

16,316

25%

14% 36%

$ $

15,892 12,727

25% 20%

477.0

13%

3,029

73.9

2% Roof $ 2,209 Green Reduce stormwater flows 9% $ 9,692 Provide habitat 5% $ 1,727 Connection to$ nature 209 0% PROPOSED BETTERMENT

181.8 181.8 Reduce duct size

EXT USAGE

7.0

- Improve comfort 7.0

SNOW MELT

Gross Conditioned Floor Area [SF]

- Active Chilled 324.2 Beams

Save energy 232.0 232.0

477.0

1,753.5

3,713.0

Energy Use Intensity EUI [kBtu/SF]

Electricity Cost [$/kWh]:

0.1020 Chilled Water Cost [$/MBTU]:

EXT USAGE 0%

Underfloor Air Distribution at Tiered Seating Improves comfort Improves indoor air quality Saves energy

DOMEST HOT WTR 5%

SNOW MELT 6%

Affiliat

15% 3% 0%

2,204

Glare Free Daylighting $ 64,006 Improve productivity Energy Cost Intensity ECI [$/SF]

Deciduous Tress Reduce summer solar gain 45.8 Allow winter solar gain 6.35 SteamImprove Cost [$/MBTU]: comfort Connection to nature

81,068 SPACE HEATING 36%

% of Total Cost

15%

324.2

1,482.5

Annual Energy Cost

531.6 1,339.7

DOMEST HOT WTR

TOTAL

% of Total MBtu

545.8

Natural Ventilation / Stack Effect 1,339.7 Improved comfort 477.0 Connection to outdoors 10/18/2016

Total

0.79

9.50

Sunshades Reduce solar gain Reduce glare Improve comfort LIGHTS 15%

1. Climate responsive design VENT FANS Flow Control Rainwater Vault Operable Windows 9% Reduces erosion Improve comfort In order to glean the most Reduces benefit from a specific site, climate is viewed as a resource rather than a liability. The Pullman PUMPS & AUX infrastructure impacts Provide occupant control 2% Energy energy climate offers numerous opportunities as well as challenges to ensure occupant comfortSaveand efficiency. The winter MISC EQUIP 14% months are cold and often accompanied by snowfall, but winter solar gain can reduce heating demands and improve South

Construction photo

UW Nano Engineering Building Seattle, WA ZGF Architects, 11/2014- 7/2015 Scope of work: TI SD, DD & CD Under construction

Owner: University of Washington GC: Hoffman construction Structural: KPFF MEP: AEI Total area: 69,450 SF 4-story above grade and 1-story basement concrete structure Laboraroties, offices and classrooms Flexible lab planning with overhead service carriers Natrual ventilation in office space LEED Gold Suzzallo Library

SITE PLAN

Site plan Meany Hall

Gerberding Hall

Johnson Hall

Mary Gates Hall

Nano ES Architecture Hall

MolE

Guthrie Hall

UW Nano Engineering and Sciences Building

Chemistry Library 1”=30’-0” Interior Design Meeting | May 29, 2015

Ground floor plan

Typical wall section

SMALL CLASSROOM

LARGE CLASSROOM

6 PL-1

4'-6"

TRIM PL-1

6'-4"

A8.12-TI

THIRD PLACE

STEEL TAB HSS 3 1/2" X 3 1/2" X 1/4" MT-2 TYP

3 1/2" 9

Building section

1/2"

A8.12-TI

2'-0"

WD-1 SLAT

STEEL ANCHOR PLATE WD-1 SLAT

21.4

22.3

A8.12-TI

STEEL TAB 1/4" PL

SECTION

ELEVATION

4'-6 1/2"

16'-5 3/4"

2'-5"

7'-0"

9'-6"

10'-6"

22'-6"

1 1/2"

7 A8.12-TI

BOOTH 2 TABLE VERTICAL SUPPORT DETAIL 3" = 1'-0"

Consultants

3 A8.12-TI

2 1/2"

12'-0"

2 1/2"

PL-1

6'-4"

2'-0 1/2"

1.8

EDGE OF BENCH

2 1/2"

925 Fourth Avenue Suite 2400 Seattle, WA 98104 T 206 623 9414 F 206 623 7828 www.zgf.com

CUSTOM TABLE PL-1

BOLTED CONNECTION

HSS BEYOND

PL-1

1 1/2"

METAL TRIM MT-2

EAHU'S; SEE MECHANICAL DWGS

T.O. COPING 1/4" 6 1/4" EL. 216' - 8"

CONTINUOUS STEEL SUPPORT

6 A8.12-TI

3" = 1'-0"

STEEL ANCHOR PLATE BELOW

PENTHOUSE LEVEL BOLTED CONNECTION EL. 198' - 0"

1 1/4"X1 1/4"X1/4" ALUMINUM TRIM TOP & SIDE EDGE

Interior Design Meeting | May 29, 2015 1/2"

6 1/4"

9 A8.12-TI

1" = 1'-0"

1 A8.12-TI

BOOTH 2 ISOMETRIC

Revisions

3" = 1'-0"

EL. 182' - 0"

4'-6"

(FUTURE RESEARCH LAB) 380

SITE WORKSHOP 222 ETRURIA ST, #200 SEATTLE, WA 98109 -

PLAN - BOOTH 2

BOOTHLEVEL 2 TABLE VERTICAL PANEL DETAIL 04

16'-0"

3" = 1'-0"

SHELL ALUMINUM TRIM

SHELL (FUTURE OFFICE) 381

2 A8.12-TI

METAL TRIM MT-2

WRITABLE SURFACE WALL EDGE DETAIL

KPFF CONSULTING ENGINEERS 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 LANDSCAPE

16'-0"

1/4"

8 A8.12-TI

5 A8.12-TI

PL-1

1/4"

SHELL (FUTURE RESEARCH LAB) 480

SHELL (FUTURE OFFICE)

NEOPRENE TAPE

BELOW

3/4" MDF BOARD WITH MB-1 APPLIED TO FACE

RESEARCH FACILITIES DESIGN 3965 FIFTH AVENUE, SUITE 300 SAN DIEGO, CA 92103 CIVIL ENGINEER

CONTINUOUS STEEL SUPPORT

PANEL MOUNTING SYSTEM

g and Sciences Building

KPFF CONSULTING ENGINEERS 111 SW FIFTH AVENUE, SUITE 2500 PORTLAND, OR 97204-3628 MECHANICAL/ELECTRICAL ENGINEER AFFILIATED ENGINEERS NW, INC 1601 FIFTH AVENUE, SUITE 1400 SEATTLE, WA 98101 LABORATORY DESIGN

BOOTH 2 TABLE EDGE SECTION DETAIL

6'-4"

BANQUETTE SECTION AT BOOTH 2

4 A8.12-TI

1/8”=1’-0” 18'-8"

MECH. CHILLER, SEE MECHANICAL DWGS

STRUCTURAL

Detail drawing

BOOTH CEILING ASSEMBLY TO MAINTAIN A MIN. OF 50% OPENNESS

3'-10 1/2" 5 A8.11-TI

LEVEL 03 EL. 166' - 0"

HSS MT-2

1" X 2.5" SLAT WD - 1

16'-0"

STEEL TAB

OFFICE 290

HALLWAY 260

P-2 IN BOOTH 2 P-1 IN BOOTH 3

LIGHTING FIXTURE AS SCHEDULED, SEE ELEC.

RESEARCH LAB 280

P-2 IN BOOTH 2 P-1 IN BOOTH 3

LEVEL 02 EL. 150' - 0"

WRITABLE SURFACE WALL MB-1

7'-6"

7 A8.11-TI

LGSTEEL CLASSROOM PLATE 181BOLTED TO STUDS OPEN

LEVEL 01 EL. 134' - 0"

FUTURE

6'-4"

7'-2 1/4" HALLWAY

SHELL SPACE 3 A8.12-TI

BOOTH 2 SECTION 2 1" = 1'-0"

G60C

5 A8.12-TI

LEVEL G EL. 116' - 0"

BOOTH 2 SECTION 1 1" = 1'-0"

ELECTRICAL OUTLET

4 TYP A8.12-TI

CONTINUOUS STEEL SUPPORT

NANO ENGINEERING AND SCIENCES 6'-4"

UNIV OF WASHINGTON 1701 NE GRANT LN SEATTLE, WA Drawing Title

14'-0"

HALLWAY G60A

18'-0"

2 1/2"

SHELL SPACE G63

8/21/2015 2:12:56 PM

INSTRUMENTATION LABS

BANQUETTE SEAT UPH-2 IN BOOTH 2 UPH-5 IN BOOTH 3

PHASE I BLDG

P-2 IN BOOTH 2 P-1 IN BOOTH 3

A8.12-TI

2'-6"

BANQUETTE BACK UPH-3 IN BOOTH 2 UPH-4 IN BOOTH 3

2'-3 1/2"

WD BLOCKING

P-2 IN BOOTH 2 P-1 IN BOOTH 3

ALUMINUM TRIM WRITABLE SURFACE WALL MB-1

FOR TYPICAL BANQUETTE DETAIL, SEE

16'-0"

PL-2

IN WALL

P-2 IN BOOTH 2 P-1 IN BOOTH 3

DPD STAMP

A8.11-TI

WD-1 SLAT ELECTRICAL OUTLET

HALLWAY 160

P-2 IN BOOTH 2 P-1 IN BOOTH 3

5'-0" A.F.F.

OFFICE 298

BUILDING SECTION

6'-4"

BOOTH SPACE

Informal Learning Space

BOOTH 1

FLOOR PLAN SEATING NUMBER: 100 - 120

8'-6" AFF

10'-6" AFF

OPEN SEISMIC JOINT

15'-0"

A9.13-TI

9' AFF

F.6 11'-0"

8'-0"

10'-6" AFF

G.2 11'-0"

8'-0"

10'-6" AFF

8'-6" AFF

3'-1" 8'-6" AFF

10'-6" AFF

11'-6" AFF 8"

10'-6" AFF

39'-7 1/2"

10'-10 1/2"

4'-2"

1" OPEN JOINT TYP

BOOTH 1 BELOW

1'-0"

11'-8 5/8"

2'-2" ACCESS PANEL

BOOTH 1 BELOW

2'-2" ACCESS PANEL

1'-0"

3'-6"

1'-0"

1'-2"

DOWNWARD SLOPE

30'-9 1/4"

DOWNWARD SLOPE

BOOTH 2

2'-2"

2'-2" ACCESS PANEL

DOWNWARD SLOPE

DOWNWARD

ELEVATION SLOPE

2'-2"

1'-6"

DOWNWARD SLOPE

2'-2"

6" DOWNWARD SLOPE

3 TYP SIM A9.13-TI

1" OPEN JOINT TYP

TYP

5 A9.13-TI

2 A9.13-TI

Interior Design Meeting | May 29, 2015

TYP

NING SPACE CEILING

LIGHTING FIXTURE AS SCHEDULED, SEE ELEC.

BOOTH 2 BELOW

LIGHTING FIXTURE PER ELEC.

DOWNWARD SLOPE

PERFORATED GWB APC -8

8 A9.13-TI

A9.13-TI

LIGHTING FIXTURE AS SCHEDULED, SEE ELEC.

DOWNWARD SLOPE

TYP

ELEVATION

DOWNWARD SLOPE

A9.13-TI SIM

TYP

5 A9.13-TI

PERFORATED GWB APC -8

DOWNWARD SLOPE

A9.13-TI

TYP

11'-8 5/8"

LIGHTING FIXTURE AS SCHEDULED, SEE ELEC.

3'-2"

BOOTH 3 BELOW

ring and Sciences Building

ELECTED

F.4

113'-10" 5'-3"

2'-0"

8"-6" AFF

10'-6" AFF

9' AFF

OPEN SEISMIC JOINT

9' AFF

10'-6" AFF

A9.13-TI

BOOTH 3

TYP

8'-6" AFF

10'-6" AFF

TYP

8'-6" AFF

10'-6" AFF

TYP 6 A9.13-TI

1'-1"

11'-6" AFF

O.T.S P-1

FAN, TYP.

5'-5"

10'-6" AFF

ABOVE TYP.

3 5'-6"

ALIGN FIXTURES AND FANS WITH MULLIONS

NOTE: REFER TO1/ A9.03-TI FOR RCP GENERAL NOTES AND LEGENDS.

FIRE SPRINKLER HEAD LAYOUT SHOWN FOR DIM LAYOUT INFO ONLY, FOR FULL EXTENT OF WOR PROTECTION DRAWINGS.

C.7

C.1

ENLARGED CEILING1 PLAN A9.07-TI 1/4" = 1'-0"

C.8

E.1

E.2

E.7

ELEVATION

F.4

F.6

G.2

PLAN, REFLECTED CEILING - LEVEL 01

LIGHTING FIXTURE AS SCHEDULED, SEE ELEC.

UW Nano Engineering and Sciences Building

Interior Design Meeting | May 29, 201

METAL STUD FRAME AND BRACING AS REQUIRED

SHAFT DROP FROM L2

10'-6" AFF

10'-6" AFF 11'-6" AFF 8'-6" AFF

8'-6" AFF

LOUNGE AREA - SOUTH 2 1/4" = 1'-0" and SciencesA9.07-TI Building

9' AFF

FINISH FLOOR

Interior Design Meeting | May 29, 2015

Interactive Learning Classroom

TRAPEZOID TABLES IN ROWS 58 TABLES 88 SEATS

BENCH

CLASSROOMS CIRCLE

SMALL CLASSROOM TABLES 28 TABLES / 56 SEATS

RECTANGLE

TRAPEZOID

TRAPEZOID TABLES IN 16 HEXZGON PODS 32 TABLES / 96 SEATS

Interior Design Meeting | May 29, 2015

es Building N/A

2'-6"

ROW

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

7'-0"

6'-0"

7'-0"

3'-1 1/2"

5'-0"

6'-0"

POD

BENCH

TRAPEZOID TABLE

Interior Design Mee

UW Nano Engineering and Sciences Building SOUTH ELEVATION

SMALL CLASSROOM

LARGE CLASSROOM

Construction photos

Biomed Fairview Research Building Seattle, WA ZGF Architects, 2/2015 - 4/2015 Scope of work: CD & CA Completed in 2016

Existing building

Owner: Biomed Realty GC: GLY construction Structural: CPL MEP: PAE Laboratory, office and conference center Total area: 108,500 sf 7-story above ground Below grade parking Ground floor plan

New construction

Expedia Headquarters

Seattle, WA ZGF Architects, 10/2016 - 4/2017 Scope of work: Programming, Concept, SD & DD Owner: Expedia Inc. Development manager: Seneca group GC: GLY construction Structural: Kpff MEP: Mckinstry 40-acre parcel 500,000 sf existing building renovation, 4500 employees 275,000 sf new construction 4-story of open workspace, meeting spaces, food and beverage program and other workplace support spaces. The major diagonal connector spine along level 2 creates a new energy of horizontal connectivity between and within the work spaces. The centrally located heart will provide campus community

TLE HQ

MIST

BRIDGE FRONT PORCH

HE ART OVERLOOK

BAY B A CK POR CH

DOCK

12.06.16

SEATTLE HQ

03.16.17

1. Main Entry

2. Employee Entry

SEATTLE HQ

2 1

12.06.16

3. Courtyard

4. The Connector

SEATTLE HQ

4 3

12.06.16

5. Market Place

5a 5c

SEATTLE HQ 5a

03.16.17

5c SEATTLE HQ

03.16.17

China Merchants Group Headquarters

Site Context

Ax is n ce a

Scope of Work: Site anlysis, 3D modeling, CAD, Presentation package, Coordination with client, rendering company,

Dingzai Mountain

Concept image - Confluence

Site Context 150m Dingzai Mountain

100m

130m 150m Dingzai Mountain

PORTFOLIO_WEILAN ZHANG

70m

150m

Xiamen Bay

Phase 3

16,600 m2 Service Apartment

-o

Ocean Mountain

Zhangzhou

nt a

Site

19,200 m2 Public Park Phase 1 8,100 m2 Office & Conference Center

Xiamen Bay

Phase 1

21,300 m2 Hotel & Retail

Xiamen

Phase 2

The project is located in a prominent site south of Xiamen Bay, China. Creating a “lighthouse” landmark - 150-meter iconic office tower, corporate headquarter amenity includes conference center, restaurant and retail. Mountain-ocean axis spatial sequence Vertical circulation layout seperating pedestrian and vehicular traffic

Site

7 3

Iconic Tower

2 6

Corporate Campus Site Plan Phase 1 1.Mixed-use Tower 2.Grand Steps 3.Plaza 4. Conference Center 5. Auditorium Phase 2 6. Hotel 7. Retail Phase 3 8. Service Apartment

View from Xiamen Bay

PORTFOLIO_WEILAN ZHANG

Aerial Night View

PORTFOLIO_WEILAN ZHANG

Program Diagram

Phase 1 Office 46700 m2 Conf. center 10000 m2

Phase 3 Apt. 15000 m2 Retail 4000 m2

Phase 2 Hotel 24000 m2 Retail 5000 m2

North Elevation

Vertical Circulation Diagram

NE Elevation

L3 +7m Employee Entry L2 Mezz +5m VIP Drop off Pedestrian Entry L2 +3.5m Parking L1 0.0m Service Entry Drive way B1 -3.5m Parking

Employee Entry Service Entry

Lobby Parking

VIP Drop off/ Pedestrian Entry

Plaza

Longitudinal Section

PORTFOLIO_WEILAN ZHANG

Xuzhou Huaihai Bank Tower Xuzhou, Jiangsu Province, China Schematic Design and Design Development 03/2012 - 07/2013 ©Ellumus

Viewed from above, the rooftop resembles a silver boat. At the street level the tower base flares inward to serve as a welcoming gesture, which is a subtle reference to the Chinese “people” character . The 120-meter bank tower has function of open office, executive office and clubhouse on top two floors; podium funtion includes bank, vault, auditorium, conference center and employee cafeteria.

HUAIHAI BANK

Scope of Work: Site anlysis, 3D modeling, CAD, Revit, Presentation package, Coordination with client, rendering company and local design institution.

Chinese silver boat

Site Analysis

办公塔楼 OFFICE TOWER

公共大厅 CONCOURSE

3 普陀路

裙房 -证券交易 -多功能厅 PODIUM -STOCK EXCHANGE -MULTIFUNCTIONAL HALL

4 9 4

2 5 12

经济技术指标Project Data 规划用地面积 SITE AREA 总建筑面积 GROSS BUILDING AREA ‐ 地上总建筑面积 ABOVEGROUND ‐ 地下总建筑面积 UNDERGROUND 地上计容积率总建筑面积 AG(FAR) 建筑占地面积 BUILDING FOOTPRINT 建筑密度 SITE COVERAGE 容积率 FAR 公共绿地面积 GREEN AREA 绿化率 GREEN AREA RATIO 机动车停车位 PARKING ‐ 地上停车位 ABOVEGROUND PARKING ‐ 地下停车位 UNDERGROUND PARKING 非机动车停车位 BICYCLE PARKING

18334.00 73138.00 46368.00 26770.00 46368.00 5774.00 31.5% 2.53 3924.12 21.4% 520 94 426 1282

m2 m2 m2 m2 m2 m2

PODIUM -BRANCH BANK -CONFERENCE/OFFICE -AUDITORIUM

下客区 DROP-OFF

地面停车

服务入口

车库入口

入口广场

安保

屋顶花园

水景雕塑

PARKING

SERVICE RAMP ENTRY

PASSANGER RAMP ENTRY ENTRY PLAZA

裙房 -银行营业厅 -会议办公 -报告厅

SECURITY

ROOF GARDEN WATER FEATURE

秦郡路

Site Plan PORTFOLIO_WEILAN ZHANG

SW Street View

Revit Model

Physical Model

NW Street View PORTFOLIO_WEILAN ZHANG

L5 Floor Plan - Open Office

Curtain Wall Detail L15 Floor Plan - Executive Office

L22 Floor Plan - Clubhouse PORTFOLIO_WEILAN ZHANG

South Elevations

East Elevations

North Elevations

Ground Floor Plan

Section

Enlarged Detail Drawings PORTFOLIO_WEILAN ZHANG

China Merchants Corporate Center Zhangzhou, Fujian Province, China Master Planning and Conceptual Design 05/2012- 08/2012

Site Analysis 招商大道 ZHAOSHANG AVENUE

东北主导风向 PREVAILING WIND DIRECTION

The project incldues master planning for a ocean-front site of 25000 m2 and schematic design of the 100-meter office tower. The design language is inspired by tranditional wood barcket and developing into interlocking building geometry. The outdoor plaza and sunken garden between buildings create a gather space for company event and daily use for employees.

海景视线 VIEW TO OCEAN

双鱼岛视线夏季太阳轨迹

公园视线

SUMMER SUN PATH

Scope of Work: Site anlysis, Tower design, 3D modeling, Site plan, CAD, Presentation package, Coordination with client, rendering company and local design institution.

VIEW TO PARK

VIEW TO DOUBLE FISH ISLAND

冬季太阳轨迹 WINTER SUN PATH

招商局漳州开发区办公楼建筑设计方案

基地环境分析

THE SCHEMATIC DESIGN OF CHINA MERCHANTS ZHANGZHOU OFFICE TOWER

Site Plan Phase 1 1. Main Entry 2. Office Tower 3. Drop-off 4. Event plaza Phase 2 5. Sunken Garden 6. Conference Center 7. Hotel

SITE ENVIRONMENT ANALYSIS

Phase 2

Phase 1 1

6 5

7 3

Concept Image - Interlocking Wood Bracket PORTFOLIO_WEILAN ZHANG

A 17

Design Process

Aerial Night View

NE Street View PORTFOLIO_WEILAN ZHANG

Ground Floor Plan

Sustainble Design Strategy

L10 Floor Plan -Sky Garden

Section

PORTFOLIO_WEILAN ZHANG

L15 Floor Plan - Open Office

L20 Floor Plan -Executive Office

L22 Floor Plan - Clubhouse

East Elevations

West Elevations Sunken Garden View

North Elevations

South Elevations

SE Street View PORTFOLIO_WEILAN ZHANG

Wusheng Transit Center Wuhan, Hubei Province, China Master Planning and Schematic Design 03/2012 - 06/2013

R an

Jin

Site Condition

Program Transit Center 36000 m2 TC Office 4000 m2

Site Area 32370 m2

Retail 20000 m2

SOHO Office 119,000 m2

PORTFOLIO_WEILAN ZHANG

Riv er Yan g

Scope of Work: Site anlysis, Tower design, 3D modeling, CAD, Presentation package, Coordination with client, rendering company.

tze

Site

Wusheng R

The project is a development combining transit center and commercial development. The design team works closely with traffic consultant on the bus and passenger circulation, creating a vertical layout to meet the function requirement. Main lobby at the corner orientes passengers to different levels efficiently. The 200-meter SOHO tower provides maximal investment return for developer.

ÂŠEllumus

Planning Strategy

Study model

Site Plan 1 Sunken Plaza 2 Retail Podium 3 Transit Center 4 Transit Center Office 5 Soho Tower 6 Conference Center 7 Drop-Off

4 5 6

PORTFOLIO_WEILAN ZHANG

L3 Plan-Bus Parking

L2 Circulation Diagram -Bus Departure

L2 Plan-Bus Departure

L1 Circulation Diagram -Bus Arrival L1 Plan-Bus Arrival

Transit Center

Retail

Soho office

Transit BOH

PORTFOLIO_WEILAN ZHANG

Section

North Elevation

East Elevation

Transit Center Entry PORTFOLIO_WEILAN ZHANG

COUNTERBALANCE

New Seattle Greyhound Bus Terminal ASCA Steel Structure Competition Entry 01/2010-03/2010, Tectonic Studio, UW Tutor: Rick Mohler Scope of work: concept, drawing, model, rendering

The site of the bus terminal is located the in the east side of SODO station, southeast of downtown Seattle, facing the Lander street in the south and 6th Ave. in the east. It provides an excellent view corridor to appreciate the skyline of Seattle within the site. The movement of light rail and metro buses to the west and the potential movement of Greyhound buses to the east suggest a strong north-west linear orientation of movement.

Entrance View

PORTFOLIO_WEILAN ZHANG

CONCEPT SKETCH

DOWNTOWN SEATTLE

SITE

The structure of this building expresses a simple idea of â&#x20AC;&#x153;balance within the dynamicâ&#x20AC;? - counterweight concrete partition walls anchor the huge bus bay canopy in the west through tension rods in-between.

Concept model

Concourse View PORTFOLIO_WEILAN ZHANG

N 10

9 4

6 8

13 5

7 7

1 LUGGAGE SERVICE 2 STORAGE 3 TICKET COUNTER 4 MAIN ENTRANCE 5 FOOD SERVICE 6 LOBBY 7 OFFICE 8 WAITING AREA 9 BUS SLIP 10 PARKING 11 OPERATION ROOM 12 REST ROOM

12’00”

7’00”

LOAD-BEARING DIAGRAM

8’00”

GROUND FLOOR PLAN

Longitudinal Section PORTFOLIO_WEILAN ZHANG

Tectonic Model 1_1/4 â&#x20AC;&#x153;

PORTFOLIO_WEILAN ZHANG

MVF-MODULARITY&VARABILITY&FLUX

Multi-functional crane

Urban Climate Change Research Center 03/2011-06/2011, Built Environment Interdisciplinary Studio, UW Tutors: Ken Oshima, Thaisa Way Team member: Jordan Bell, Tera Hatfield Scope of work: concept, drawing, model, rendering The Project is a scientific research campus for researchers all over the world in Ballard waterfront. A multi-functional crane will construct and transform the site over time. The building adapt a modular pre-fabrication system, which prividing a flexiblity for various functions.

Phase 1

Phase 2

Phase 3

PORTFOLIO_WEILAN ZHANG

Site Plan

Research

Education

Manufacture

Site - Ballard waterfront

Long Site Section View from the crane

Site-layer Diagram

Building Section

PORTFOLIO_WEILAN ZHANG

Central bridge Gabion wall

Roof SIP panel

Infrastructure duct Cross bracing Structural steel frame

Sliding screen panel Trellis

Wall SIP panel / window frame

Aluminum blind

Hydroponic living wall

Pre-fabrication System

Sustainable Strategy PORTFOLIO_WEILAN ZHANG

Axon Foor Plan

Physical Model PORTFOLIO_WEILAN ZHANG

Weilan Zhang, AIA zweilan7@gmail.com 206.802.4017 7312 Linden Ave N Seattle WA 98103