David Bartley Portfolio

David Bartley

Samples of my Work

CONTENTS

2010 - Xi Xi Wetlands Preserve - Net Zero Design Charette

2011 - “Testing the Double Skin Facade: Jaqua Academic Learning Center”

2011 - University of British Columbia - School of Integrated Planning and Design (IPD)

2012 - OUS/OHSU Collaborative Life Sciences Building

2010 - Xi Xi Wetlands Preserve - Net Zero Design Charette

2011 - “Testing the Double Skin Facade: Jaqua Academic Learning Center”

2011 - University of British Columbia - School of Integrated Planning and Design (IPD)

2012 - OUS/OHSU Collaborative Life Sciences Building

OUS/OHSU COLLABORATIVE LIFE SCIENCES BUILDING

LEVEL 2 NORTH69' 0"

LEVEL 3 NORTH84' 0"

1.72 15A423

2A423

4A423

A4241

A4363

A4231

3' 4

1/2"

4 1/2"

10'

10 1/

2"6'

6"

6' 0

"1'

6"

1' 6

"

LINE OFREVEAL

5A708

22

A721

G3

G5

32R6

21E6

2A781

22

A723

9' 0

"

3' 7

1/2"

LEVEL 150' 3"

LEVEL 2 NORTH69' 0"

LEVEL 3 NORTH84' 0"

PARK 140' 0"

A

LEVEL 1M NORTH54' 6"

07 42 13METAL WALLPANELSWD1

05 12 00 HSSTUBE STEEL

08 44 13 ALUMFRAMEDCURTAIN WALLG5


22 00 00 SDPIPE BEYONDWD2

A7812

2' 0"

2' 1 1/2"

A7241

A7085

A71212

A71210

A7127

LINE OF REVEAL

1"4'

0 1/

2"3'

4 1/

4"8'

0"

3' 7

3/4"

1' 6

"1'

5 3/4"

10'

11 1/

2"4 1

/2"12

' 2 1

/2"1'

5"

A

B

2 1


05 12 00 HSS TUBE STEEL

08 44 13 ALUM FRAMEDCURTAIN WALLG5

07 42 13 METALWALL PANELSWD2/32R6

39'

0"

30' 4"

11' 1 1/2"

1' 5 1/2"

1' 7

"1'

9"

3' 5

"5'

2"

5' 2

"5'

2"

5' 2

"3'

7"

1' 7

"1'

9"

1' 7"1' 7"3' 8"5' 3"5' 3"3' 8"1' 7"1' 7"

A72123

A72122

A

B

2 1

1' 7

"7'

0"

6' 1

1"5'

2"

5' 2

"3'

5"

1' 9

"

1' 7" 1' 7" 3' 8" 5' 3" 5' 3" 3' 6" 1' 9" 1' 7"

1' 9

"

27'

6"

1' 9" 17' 6" 1' 9"

A72123

A72122

LEVEL 150' 3"

LEVEL 2 NORTH69' 0"

LEVEL 3 NORTH84' 0"

PARK 140' 0"

A B


2A423

4A423

A4361

A4221

A4221

9' 0

"2'

4 1/

2"4'

1 1/

2"

LINE OFREVEAL

1A706

22

A721

23A721

2A781

12A712

10A712

7A712

23

A723

1A724

21E6

G3

G5

6A712

32R6

22

A723

9' 0

"

3' 7

1/2"

3"3'

1 1/

2"4 1

/2"10

' 10

1/2"

XP1N110

1' 1

1"

10'

3"

3"5 1

/4"

07 42 13

07 42 13

07 42 13

COMPOSITE SHEETS LEGEND

UNITIZED, NOMINAL 7" DEEP. ALL VISIONUNLESS OTHERWISE NOTED.

UNITIZED, NOMINAL 7" DEEP.

BUTT GLAZED, CAPTURED TOP AND BOTTOM

METAL WALL PANELALUMINUM CORRUGATED. PERFORATED, U.O.N.

METAL WALL PANEL.ALUMINUM CORRUGATED. SCREEN CONDITIONPERFORATED, U.O.N.

METAL WALL PANEL. WALL CLADDING.

ALUMINUM FRAMED SKYLIGHTS, 8" DEEP.

METAL WALL PANEL AND SCREEN CONDITION

METAL WALL PANEL. SCREEN CONDITION,FINISHED CLADDING ON BOTH SIDES

UNITIZED, NOMINAL 9" DEEP. ALL VISION.

07 42 13 METAL WALL PANEL. WALL CLADDING.

07 42 13

METAL WALL PANEL. WALL CLADDING.07 42 13



21E6

21F0

33R6

29E6

28R4

28R0

34E1

25F6

07 42 13 METAL WALL PANEL.ALUMINUM CORRUGATED. SCREEN CONDITION PERFORATED, U.O.N.

31F0

35E1 07 42 13

METAL WALL PANEL. WALL CLADDING.07 42 13 32R6

METAL WALL PANEL. WALL CLADDING.07 42 13 32U0

G2

G3

G4

G5

S1

WA / 21E6 AND 21F0 REFER TO SPECIFICATIONS(07 42 13 CORRUGATED, % PERFORATED)SEE ENLARGED ELEVATIONS A315A323B FORPERFORATION TYPES AND PATTERN

CLEAR VISION

1. SEE SHEET A011 FOR WALL ASSEMBLIES2. SEE A310A AND A310B FOR WALL AND GLAZING TYPE LOCATIONS3. SEE ENLARGED ELEVATIONS FOR PERFORATION TYPE LOCATIONS

08 43 13

08 43 13

08 43 13

08 43 13

08 63 00

21

ISSUE DATE:PROJECT NO.:

CHECKED BY:

REVISIONS

Thes

e dra

wing

s and

their

conte

nt ar

e the

prop

erty

of SE

RA A

rchite

cts In

c. an

d are

to be

utiliz

ed on

this

proje

ct. R

epro

ducti

on of

any p

art o

f this

mater

ial, w

ithou

t the e

xpre

ss w

ritten

perm

ission

of S

ERA

Arch

itects

Inc.

is pr

ohibi

ted.

SER

A AR

CH

ITEC

TS C

OPY

RIG

HT

2012

ST

3920

S.W

. Mac

adam

Ave

nue,

MC

104

Por

tland

, Ore

gon

9723

9

1/27

/201

2 11

:02:

51 A

M

A423

01/30/1210082

ADDE

NDUM

D

OU

S/C

LSB

OU

S / O

HSU

CO

LLA

BO

RA

TIVE

LIF

E SC

IEN

CES

BU

ILD

ING

& O

HSU

SK

OU

RTE

S TO

WER

EXTERIORCOMPOSITE

1/4" = 1'0" 3ENLARGED NORTH ELEVATION DENTIST LOBBY

6AXONOMETRIC DENTAL LOBBY CANOPY

1/4" = 1'0" 5SECTION METAL CANOPY

1/4" = 1'0" 2ENLARGED ROOF PLAN DENTIST LOBBY CANOPY 1/4" = 1'0" 4DENTIST LOBBY CANOPY_RCP

1/4" = 1'0" 1ENLARGED WEST ELEVATION DENTIST LOBBY

KEYPLAN

21E6

32R6

G5

G3

LEVEL 1 CONCRETE AND BELOWPER PREVIOUSLY PERMITTED

SEPARATE PACKAGE

17 ADDENDUM C 2012.01.1121 ADDENDUM D 2012.01.30

21

I worked for SERA Architects and CO Architects on the Collaborative Life Sciences Building, which is being built on the south waterfront in Portland, OR(documents from CLSB are provided with the permission of SERA Architects)

SERA Architects and CO Architects - Portland, OR

My fi rst task on the project was setting up perspective renderings for the Portland Design Review Committee.

I worked on the Structure and Envelope permit set, laying out the exterior composite sheets, and cleaned up the line work on the drawings.

LEVEL 150' 3"

LEVEL 2 NORTH69' 0"

LEVEL 3 NORTH84' 0"

PARK 140' 0"

345 4.7


4A424

2A424

3A424

A4233

5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"5' 3"

3' 4

1/2"

11'

3"4'

1 1/

2"2'

4 1/

2"6'

0"

1' 6

"1'

6"

6' 0

"

A4251

A4363

LINE OFREVEAL

8A712

4A712

2A724

G3

21E6

G5

21E6 CEILINGBEYOND

32R6

16

A721 08 33 26COILING GRILLE

08 33 26 COILING GRILLE

345

A

4.7

5' 3"5' 3"3' 8"1' 7"1' 7"17' 10"1' 7"1' 7"12' 7"1' 7"1' 7"3' 8"

1' 9

"6"

7"

1' 4

1/2"

FACE OFFINISH

FACE OFGLASS

FACE OFFINISH

FACE OFFINISH 12 93 00 BOLLARDS

21

FACE OFDOOR

LOADING DOCK DOORGARAGE EXIT GARAGE ENTRANCE

3' 4

" 1' 7

"1'

9"

9"

345

A

4.7

3' 8" 12' 7" 17' 10" 5' 3"5' 3"3' 8"1' 7"1' 7" 1' 7"1' 7" 1' 7"1' 7"

1' 9

"5"7"

FACE OFCOLUMN

FACE OFGLASS

A72111

A72123

A72116

FACE OFCOLUMN

FACE OFCOLUMN

LEVEL 150' 3"

LEVEL 2 NORTH69' 0"

LEVEL 3 NORTH84' 0"

PARK 140' 0"

A


2' 4

1/2"

3' 7

1/2"

8' 0

"3'

4 1/

2"3'

10"

3 1/2"

3' 3

"

1' 0

"

10'

4 1/2"

5"

FACE OFMETAL PANEL

FACE OFGLASS

A7242

A71212

A71210

A7127

32U0

32R6

3' 4

3/8"

LINE OFREVEAL

2' 1 1/2" 1"

7 1/8"

07 42 13

07 42 13

07 42 13

COMPOSITE SHEETS LEGEND

UNITIZED, NOMINAL 7" DEEP. ALL VISIONUNLESS OTHERWISE NOTED.

UNITIZED, NOMINAL 7" DEEP.

BUTT GLAZED, CAPTURED TOP AND BOTTOM

METAL WALL PANELALUMINUM CORRUGATED. PERFORATED, U.O.N.

METAL WALL PANEL.ALUMINUM CORRUGATED. SCREEN CONDITIONPERFORATED, U.O.N.

METAL WALL PANEL. WALL CLADDING.

ALUMINUM FRAMED SKYLIGHTS, 8" DEEP.

METAL WALL PANEL AND SCREEN CONDITION

METAL WALL PANEL. SCREEN CONDITION,FINISHED CLADDING ON BOTH SIDES

UNITIZED, NOMINAL 9" DEEP. ALL VISION.


07 42 13




21E6

21F0

33R6

29E6

28R4

28R0

34E1

25F6

07 42 13 METAL WALL PANEL.ALUMINUM CORRUGATED. SCREEN CONDITION PERFORATED, U.O.N.

31F0

35E1 07 42 13

METAL WALL PANEL. WALL CLADDING.07 42 13 32R6

METAL WALL PANEL. WALL CLADDING.07 42 13 32U0

G2

G3

G4

G5

S1

WA / 21E6 AND 21F0 REFER TO SPECIFICATIONS(07 42 13 CORRUGATED, % PERFORATED)SEE ENLARGED ELEVATIONS A315A323B FORPERFORATION TYPES AND PATTERN

CLEAR VISION

1. SEE SHEET A011 FOR WALL ASSEMBLIES2. SEE A310A AND A310B FOR WALL AND GLAZING TYPE LOCATIONS3. SEE ENLARGED ELEVATIONS FOR PERFORATION TYPE LOCATIONS

08 43 13

08 43 13

08 43 13

08 43 13

08 63 00

21


CHECKED BY:

REVISIONS

Thes

e dra

wing

s and

their

conte

nt ar

e the

prop

erty

of SE

RA A

rchite

cts In

c. an

d are

to be

utiliz

ed on

this

proje

ct. R

epro

ducti

on of

any p

art o

f this

mater

ial, w

ithou

t the e

xpre

ss w

ritten

perm

ission

of S

ERA

Arch

itects

Inc.

is pr

ohibi

ted.

SER

A AR

CH

ITEC

TS C

OPY

RIG

HT

2012

ST

3920

S.W

. Mac

adam

Ave

nue,

MC

104

Por

tland

, Ore

gon

9723

9

1/27

/201

2 11

:03:

04 A

M

A424

01/30/1210082

ADDE

NDUM

D

OU

S/C

LSB

OU

S / O

HSU

CO

LLA

BO

RA

TIVE

LIF

E SC

IEN

CES

BU

ILD

ING

& O

HSU

SK

OU

RTE

S TO

WER

EXTERIORCOMPOSITE

5AXONOMETRIC

1/4" = 1'0" 1ENLARGED ELEVATION NORTH TOWER B

1/4" = 1'0" 3ENLARGED PLAN LEVEL 1

1/4" = 1'0" 2ENLARGED PLAN LEVEL 1M NORTH

1/4" = 1'0" 4SECTION AT PARKING ENTRY

KEYPLAN

G3

G5

32U0

32R6


SEPARATE PACKAGE

21 ADDENDUM D 2012.01.30

21

OUS/OHSU COLLABORATIVE LIFE SCIENCES BUILDING

I worked for SERA Architects and CO Architects on the Collaborative Life Sciences Building, which is being built on the south waterfront in Portland, OR (documents from CLSB are provided with the permission of SERA Architects)

Once the exterior permits were submitted, I moved to the Interiors team, and took over the 1500 door schedule. I coordinated with hardware and security consultants, standardized the

doors used on the project, created details of many different interior elements, and helped to clean up the floor and ceiling plans

I also created and updated enclosure detail drawings for the Envelope package.

FACE

OF

META

LPA

NEL

03 30 00 CONCRETE CURB SEESTRUCTURAL

07 62 00 BLACK ALUMINUM FLASHING 2" MIN ABOVE WALKINGSURFACE, VARY HEIGHT OFFLASHING TO ACCEPT WALKINGSURFACE SLOPE

07 90 05 JOINT SEALERS TYPE 9

WALL ASSEMBLY PERSHEET A310 AND A011

8" M

IN

T. O. CURB

T. O.WALKINGSURFACE

07 17 13 BENTONITE PANELWATERPROOFING PREVIOUSPACKAGE

ALIGN

32 13 13 SITE CONCRETE SEE LANDSCAPE

09 29 00 GYPSUM BOARD SEPARATE PACKAGE

07 62 00 METAL FLASHING

07 17 13 STAINLESS STEELFASTENERS 12" O.C. MAX

07 21 00 THERMAL INSULATION TYPE 22 SEPARATE PACKAGE

07 21 00 THERMAL INSULATION TYPE 1

FACE

OF

FINI

SH

03 30 00 CONCRETE CURB

07 17 13 BENTONITE PANELWATERPROOFING PREVIOUS PACKAGE

FINISH


SLOPE GRADE AWAY FROMBUILDING @ 2% MIN.

07 25 01 WATER SHEDDINGMEMBRANE

2" M

IN

T. O. CURB

6" M

IN CONCRETE CURB

07 62 00 STAINLESS STEELFLASHING

ALIGN

07 21 00 THERMAL INSULATION TYPE 22 SEPARATE PACKAGE



1"

SEAL PENETRATIONSBENEATH SILL PAN

CONC

MIN

SEALANT OVERFASTENER HEADS

2"

WATERPROOFING FROMBELOW AS OCCURS

08 44 13 SILLEXTENSION

FACE

OF

GLAS

S

07 62 00 ALUMINUM FLASHING,PAINTED BLACK

08 44 13 ALUMINUM FRAMECURTAIN WALL PER SHEETA310 A & B

07 90 05 SEALANT WITH BACKER ROD

07 90 05 SEALANT

4"

07 90 05 SEALANT WITH WEEPS

INTERIOR FINISH SEP. PACKAGE

07 62 00 ALUMINUMBACK ANGLE WITHEND DAM

2" M

IN

21

1"


CONC

RETE




FACE

OF

GLAS

S

08 44 13 ALUMINUM FRAME CURTAINWALL PER SHEET A310 A & B

07 90 05 SEALANTWITH BACKER ROD,WEEPS, TYP

MIN.6"



07 90 05 SEALANT


2" M

IN

21





FACE

OF

GLAS

S


07 90 05 SEALANT05 50 00 STEEL GRATE

05 50 00 STEEL ANGLE SEESTRUCT



07 90 05 SEALANT


2" M

IN

21




07 90 05 SEALANT

CL O

FGL

ASS

07 62 00 BLACK ALUMINUM SILL PANWITH END DAM, SET IN SEALANT


0' 4

"

07 90 05 SEALANT

08 44 13 STAINLESS STEELSHOE

1 1/2"

1" 1" 6"

07 90 05 AIR SEAL

MIN2"



WATERPROOFINGFROMBELOW AS OCCURS

1 1/

4"MI

N LA

P

CL O

FGL

ASS

07 62 00 BLACK ALUMINUMSILL PAN WITH END DAM,SLOPED 2% MIN AWAYFROM BLDG


07 90 05 SEALANT

08 44 13 STAINLESSSTEEL SHOE

1" 1" 9 1/2"

07 90 05 AIR SEAL

08 44 13 ALUMINUMCOPING

07 90 05 SEALANTWITH WEEPS, TYP

07 90 05 SEALANT UNDER SILL PAN,WITH AIR SEAL, TYP

MIN.2"

08 44 13 BACK ANGLE

MINI

MUM

8"

SEAL PENETRATIONS


07 62 00 ALUMINUMFLASHING, PAINTEDBLACK

08 44 13 ALUMINUMFRAME CURTAIN WALL PER SHEET A310 A & B

9 1/2"

07 90 05 SEALANT

08 91 00 FRAMELESSLOUVER

07 90 05 SEALANT

GYPSUM BD. SEPERATE PACKAGE

05 12 00 STEELSUPPORT

08 44 13 ALUM.PANEL

2"

FACE

OF

GLAS

S

2" M

IN

07 42 13 METAL WALL PANEL TYPE WD2

1"


CONC

RETE

MIN


2"



FACE

OF

GLAS

S




4"

07 90 05 SEALANT WITH WEEPS,BACKER ROD


07 90 05 SEALANT

2" M

IN

21

1"


CONC

RETE




FACE

OF

GLAS

S


GYP. BD.FINISH SEPARATEPACKAGE

07 90 05 SEALANTWITH BACKER ROD,WEEPS, TYP

MIN.6"




07 90 05 SEALANT


2" M

IN

21

2"


CONC

RETE




FACE

OF

GLAS

S


07 90 05 SEALANTWITH BACKER ROD, WEEPS, TYP

GYPSUM BOARD SEPARATE PACKAGE

07 21 00 THERMALINSULATION TYPE 1

07 42 13 METAL WALL PANEL TYPE WD2


07 90 05 SEALANT


2" M

IN

21

1"


CONC

RETE

MIN


2"



FACE

OF

GLAS

S

08 44 13 ALUMINUM FRAM CURTAINWALL SEE SHEET A310 A & B

4"


07 90 05 SEALANT WITH BACKERROD, WEEPS

07 90 05 SEALANT


2" M

IN

21

KEYPLANFA

CE O

FME

TAL

PANE

L

03 30 00 CONCRETE CURB SEESTRUCTURAL

07 62 00 BLACK ALUMINUM FLASHING 2" MIN ABOVE WALKINGSURFACE, VARY HEIGHT OFFLASHING TO ACCEPT WALKINGSURFACE SLOPE

07 90 05 JOINT SEALERS TYPE 9


8" M

IN

T. O. CURB

T. O.WALKINGSURFACE

ALIGN

32 13 13 SITE CONCRETE SEE LANDSCAPE


07 17 13 BITUMINOUSDAMPPROOFING SEPARATE PACKAGE


CHECKED BY:

REVISIONS

Thes

e dra

wing

s and

their

conte

nt ar

e the

prop

erty

of SE

RA A

rchite

cts In

c. an

d are

to be

utiliz

ed on

this

proje

ct. R

epro

ducti

on of

any p

art o

f this

mater

ial, w

ithou

t the e

xpre

ss w

ritten

perm

ission

of S

ERA

Arch

itects

Inc.

is pr

ohibi

ted.

SER

A AR

CH

ITEC

TS C

OPY

RIG

HT

2012

B A

C D

ST

3920

S.W

. Mac

adam

Ave

nue,

MC

104

Por

tland

, Ore

gon

9723

9

1/27

/201

2 9:

19:2

7 A

M

A709

01/30/1210082

ADDE

NDUM

D

OU

S/C

LSB

OU

S / O

HSU

CO

LLA

BO

RA

TIVE

LIF

E SC

IEN

CES

BU

ILD

ING

& O

HSU

SK

OU

RTE

S TO

WER

EXTERIORDETAILS GRADE

3" = 1'0" 1WA AT PAVING B0.8/1

3" = 1'0" 2WA AT PLANTING B0.8C0.5/1

3" = 1'0" 3G2 AT PAVING

3" = 1'0" 4G2 AT PLANTING

3" = 1'0" 5G2 AT GRATE

3" = 1'0" 6G4 AT ATRIUM

3" = 1'0" 7G4 AT DISPLAY (WEST)

3" = 1'0" 8G5 AT LOUVER (SOUTH)

3" = 1'0" 9G5 AT PAVING

3" = 1'0" 10G5 AT PLANTING

3" = 1'0" 11G5 AT FASCIA

3" = 1'0" 12G5 AT CURB

6

51

2

4

3

7

810

11 11

9

12

17

17

3" = 1'0" 13WA AT PAVING B0.8/1

17

13

17

17

17 ADDENDUM C 2012.01.1121 ADDENDUM D 2012.01.30


SEPARATE PACKAGE

6

21

KEYPLAN

1FAC

E O

F SY

STEM

0' 6"

FAC

E O

FC

ON

CR

ETE

08 44 13 SILLEXTENSIONEND CAPBEYOND

08 44 13 ALUMINUMFRAMED CURTAIN WALL PER A310 A & B BEYOND

FINISH FLOOR40'10 1/4"

EXTERIORINTERIOR

PROPERTYLINE2' 0"


PARK 140'0"

0' 7

1/4"

SLOPE TO DRAINAWAY FROM BUILDING

0' 7" 1' 11"

FAC

E O

FC

ON

CR

ETE

21

1FAC

E O

F SY

STEM

0' 5"

FAC

E O

FC

ON

CR

ETE


08 44 13 ALUMINUMFRAMED CURTAINWALL PER A310 A & B


EXTERIORINTERIOR

PROPERTYLINE2' 0"


PARK 140'0"

0' 7

1/4"


0' 7" 1' 11"

FAC

E O

FC

ON

CR

ETE

1' 0

"

GYP. BD. FINISH SEPERATE PACKAGE

CONCRETE CURB

21

21

21

A70911

EXTERIORINTERIOR

1

FAC

E O

F SY

STEM


PARK 140'0"

TOP OF CONCRETE(SLOPED TO MATCHGRADE)

VARI

ES

GYP

. BD

. FIN

ISH

PROPERTYLINE

07 42 13 METALPANEL TYPE WA

1' 0"0' 4 5/8"

FAC

E O

FC

ON

CR

ETE

1' 11"WALL ASSEMBLY PERSHEET A310 AND A011

A7092

FAC

E O

F SY

STEM

0' 10"

1

EXTERIORINTERIOR

FAC

E O

F SL

AB

LEVEL 150'3"

1' 1"

1' 11"

FAC

E O

FC

ON

CR

ETE

0' 11"

TOP OF CONCRETE

4' 6

"


PROPERTYLINE

LEVEL 1 SLABBEYOND


05 50 00 STEEL GRATE


07 84 00 EDGE OFSLAB FIRESTOPPING

2' 0"

A7095


FAC

E O

F SY

STEM

1

EXTERIORINTERIOR

LEVEL 150'3"

STAIR LANDING45'2"

1' 11"

FAC

E O

FC

ON

CR

ETE

TOP OF CONCRETE(SLOPED TO MATCHGRADE)

VARI

ES

08 44 13 ALUMINUMFRAMED CURTAIN WALL PER A310 A & B

PROPERTYLINE


CONCRETECOLUMNBEYOND

05 12 00COLUMN

LEVEL 1 SLAB

05 51 00GUARDRAIL


2' 0"

A7094

FAC

E O

F SY

STEM

0' 2"

D

EXTERIORINTERIOR

FAC

E O

FC

ON

CR

ETE

LEVEL 150'3"

TOP OF CONCRETE




VARI

ES (S

LOPE

D)

4' 4"10' 8"

4' 6"10' 10"

EXTERIORCONCRETE STAIR

08 44 13 ALUMINUMFASCIA

A70911

FAC

E O

F SY

STEM

D

EXTERIORINTERIOR

LEVEL 150'3"

TOP OF CONCRETE(SLOPED TO DRAIN)




4' 6"10' 10"

VARI

E S

ROOF ASSEMBLY PERSHEET A312 & A004


A7093

MIN0' 7"

UNLESS OTHERWISE NOTED8' 0" MINIMUM

FAC

E O

F SY

STEM

3

EXTERIORINTERIOR

FAC

E O

FC

ON

CR

ETE

LEVEL 150'3"

08 44 13 ALUMINUMFRAMED CURTAIN WALL PER A310 A & B

INTERIOR FINISH SLAB


3' 11"

ROOF ASSEMBLY PERSHEET A312 & A004


A7096

MIN

7"

07 21 00 1" THERMALINSULATION TYPE ??

INSULATION EXTENDS8' FROM BUILDING

21


CHECKED BY:

REVISIONS

Thes

e dra

wing

s and

their

conte

nt ar

e the

prop

erty

of SE

RA A

rchite

cts In

c. an

d are

to be

utiliz

ed on

this

proje

ct. R

epro

ducti

on of

any p

art o

f this

mater

ial, w

ithou

t the e

xpre

ss w

ritten

perm

ission

of S

ERA

Arch

itects

Inc.

is pr

ohibi

ted.

SER

A AR

CH

ITEC

TS C

OPY

RIG

HT

2012

B A

C D

ST

3920

S.W

. Mac

adam

Ave

nue,

MC

104

Por

tland

, Ore

gon

9723

9

1/27

/201

2 9:

13:4

7 AM

A706

01/30/1210082

ADDE

NDUM

D

OU

S/C

LSB

OU

S / O

HSU

CO

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BO

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TIVE

LIF

E SC

IEN

CES

BU

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ING

& O

HSU

SK

OU

RTE

S TO

WER

EXTERIORDETAILS GRADE

GENERAL NOTES WALL ASSEMBLIESALL FIRE PARTITIONS AND FLOORS SHALL BE CAULKED AROUND PERIMETER WITH AN ULAPPROVED NONHARDENING SEALANT AND COMPLY WITH AN APPROVED UL ASSEMBLY

REFERENCE CODE COMPLIANCE SUMMARY AND PLANS FOR RATED WALL LOCATIONS

REFERENCE STRUCTURAL FOR BEARING AND SHEAR WALL REQUIREMENTS.

METAL WALL ASSEMBLIES TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESSDETAILED OTHERWISE.

METAL STUD MATERIAL THICKNESS IS DESIGNBUILD. CONTRACTOR TO COORDINATEMETAL STUD MATERIAL THICKNESS AND SPACING OF INDIVIDUAL WALLS TO MEETALLOWABLE LIMITING WALL HEIGHT CRITERIA. SIZING SHALL MEET THE REQUIREMENTS OFTHE TESTED ASSEMBLY AS APPLICABLE.

PROVIDE DEFLECTION HEADS AT NONBEARING WALLS WHICH TERMINATE AT THEUNDERSIDE OF STRUCTURE.

SEE 07 00 00 ENVELOPE PERFORMANCE CRITERIA FOR ADDITIONAL INFORMATION.

WHERE STUD WIDTHS CONFLICT WITH STRUCTURAL, STRUCTURAL GOVERNS.

SEE A002 FOR ADDITIONAL METAL PANEL ASSEMBLIES.

PROVIDE DOUBLE, FACE TO FACE, 54 MIL STUDS AT ALL METAL STUD DOOR JAMBSLOCATION

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

ASSEMBLY TAG KEY

02C1

ASSEMBLY NUMBER

INSULATION DESIGNATION

PRIMARY FRAMING MEMBER SIZE (WALL ONLY)

PRIMARY WALL FRAMING MEMBER SIZE CODE

1 5/8" METAL STUDMETAL FRAMING

2 1/2" METAL STUD3 5/8" METAL STUD4" METAL STUD6" METAL STUD8" METAL STUD7/8" FURRING CHANNEL1 1/2" FURRING CHANNEL2 1/2" METAL CH SHAFT WALL STUD4" METAL CH SHAFT WALL STUD6" METAL CH SHAFT WALL STUDWOOD FRAMING*NOMINAL 2x4, 3x4, OR 4x4 WOOD STUDNOMINAL 2x6, 3x6, OR 4x6 WOOD STUDNOMINAL 2x8, 3x8, OR 4x8 WOOD STUDNOMINAL 2x10, 3x10, OR 4x10 WOOD STUDCEMENTITIOUS WALLS**CONCRETENOMINAL 4" CMUNOMINAL 6" CMUNOMINAL 8" CMUNOMINAL 10" CMUNOMINAL 12" CMU

ABCDEFGHJKL

MNPQ

RSTUVX*REFERENCE STRUCTURAL DOCUMENTS FOR BEARING AND SHEAR WALL REQUIREMENTS**REFERENCE STRUCTURAL DOCUMENTS FOR BEARING AND REINFORCING REQUIREMENTS

WALL INSULATION DESIGNATION0 = NONE1 = ACOUSTIC BATT INSULATION2 = THERMAL BATT INSULATION3 = RIGID INSULATION (SECTION 07 21 00 THERMAL INSULATION)4 = SPRAY APPLIED INSULATION (SECTION 07 21 00 THERMAL INSULATION)5 = LOOSE FILL INSULATION (SECTION 07 21 00 THERMAL INSULATION)6 = MINERAL WOOL INSULATION (SECTION 07 21 00 THERMAL INSULATION)

NOTE:FOR ALL WALLS TO RECIEVE ACOUSTIC INSULATION, HEAD AND SILL TRACKS ARE TO BE SET INFULL BEDS OF ACOUSTIC SEALANT. EACH LAYER OF GYPSUM BOARD IS TO RECIEVE ACONTINUOUS BEAD OF SEALANT WHERE IT INTERSECTS OTHER MATERIALS.

3/4" = 1'0" 1WEST GRID AB/1 AT ENTRY

3/4" = 1'0" 2WEST GRID AC/1

3/4" = 1'0" 3WEST GRID C/1

3/4" = 1'0" 4WEST GRID D/1_01

3/4" = 1'0" 5WEST GRID D/1_02

3/4" = 1'0" 6WEST GRID D/12

3/4" = 1'0" 7WEST GRID D/23 & GH/3

3/4" = 1'0" 8WEST GRID EG & HK/3

12

4 5 6

7

3


SEPARATE PACKAGE

21 ADDENDUM D 2012.01.30

8

LEGEND FRAME TYPES

A SINGLEAA DOUBLE

X

1

A831

1

A8311

A831

1

A831

C

D

B

1

A831

A SIM

1

A831

A

VARI

ES

VARIES

VARIES

VARI

ES

B

X = GLAZINGWIDTH ATSIDELITE

X

VARIES

VARI

ES

C

VARI

ES

D

VARIES

VARI

ES VARI

ES1

A831

1

A831

1

A831

1

A831

1

A831

1

A831

C

D

B

B SIM

A

1

A831

A

SIM AT ACOUSTICALLYRATED DOORS

C SIM

C SIM

1

A831

C SIMB SIM1

A831

F SINGLEFF DOUBLE

N SINGLENN DOUBLE

GFG V

LEGEND DOOR TYPES

HEIG

HT

WIDTH

HEIG

HT

WIDTH

HEIG

HT

WIDTH

HEIG

HT

WIDTH

HEIG

HT

WIDTH

6"

6"

6"

6"

10"

HEIG

HT

WIDTH

J

HEIG

HT

WIDTH

A SINGLEAA DOUBLE

FINI

SH O

PENI

NG H

EIGH

T

E

WIDTH

HEIG

HT

X12

"

WIDTH

HEIG

HT

C

GLASS ASSCHEDULED

K

..

NL

HEIG

HT

WIDTH

6"18

"

FINISH OPENING WIDTH

WIDTH6"

30"

12" 48"

HEIG

HT

VN

BX SINGLEBBX DOUBLE(B24 = 24" TALL

LOUVER PANEL)

6"

6" 6"

WIDTH

HEIG

HT

LOW

ER P

ANEL

STR

ANSL

UCEN

T

7

A831

C

7

A831

B

7

A831

A

6"

6"

12"

6" 6" 10"

GENERAL NOTES DOOR SCHEDULEAT FIRE RATED DOORS, PROVIDE FIRE RATED GLAZING IN DOOR VISION LITES (WHEREOCCURS), IN LIEU OF CLEAR TEMPERED GLASS – RATING AS INDICATED. SIDELIGHT GLAZING(WHERE INDICATED) SHALL BE PROTECTED WITH SPRINKLERS – SEE DEFERRED SUBMITTALDESIGN BUILD SPRINKLER DRAWINGS.

PAINT ALL DOORS AND FRAMES TO MATCH WALL, SHEEN PER 09 21 23, TYPICAL UNLESSNOTED OTHERWISE.

A.

B.


CHECKED BY:

REVISIONS

Thes

e dra

wing

s and

their

conte

nt ar

e the

prop

erty

of SE

RA A

rchite

cts In

c. an

d are

to be

utiliz

ed on

this

proje

ct. R

epro

ducti

on of

any p

art o

f this

mater

ial, w

ithou

t the e

xpre

ss w

ritten

perm

ission

of S

ERA

Arch

itects

Inc.

is pr

ohibi

ted.

SER

A AR

CH

ITEC

TS C

OPY

RIG

HT

2012

PRPR

2750

S.W

. Moo

dy A

venu

eP

ortla

nd, O

rego

n 97

239

3/29

/201

2 5:

02:2

0 P

M

A952

04/02/1210082

PROG

RAM

AND

INTE

RIOR

S: P

ERMI

T SE

T

OU

S / O

HSU

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RA

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LIF

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CES

BU

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& O

HSU

SK

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S TO

WER

EXTERIORDOORSCHEDULE

DOOR OPENING SCHEDULE EXTERIOR

MARK NAME

DOOROPENING

FIRERATING

DOOR FRAME

GLAZING

DETAILS

NOTESSIZE

TYPE MATL FINHWSET TYPE MATL FIN HEAD JAMB SILLW H

X1A001 6' 0" 8' 6" NR FG ALUM MFR E03 AG MFR MFR Y ELECTRIC LOCKX1AL001.1 3' 7

3/16"8' 6" NR NS ALUM MFR E02 AG MFR MFR Y AUTO OPEN, ELECTRIC LOCK,

EMERGENCY POWERX1AL001.2 3' 7

3/16"8' 6" NR NS MFR MFR E02 AG MFR MFR Y AUTO OPEN, ELECTRIC LOCK,






3/16"8' 6" NR NS MFR MFR E02 NS MFR MFR Y AUTO OPEN, ELECTRIC LOCK,









EMERGENCY POWERX1AL001.10

3' 73/16"

8' 6" NR NS MFR MFR E02 AG MFR MFR Y AUTO OPEN, ELECTRIC LOCK,EMERGENCY POWER

X1AL001.11

3' 73/16"


X1AL001.12

3' 73/16"


X1AL001.13

3' 73/16"


X1AL001.14

3' 73/16"


X1AL001.15

3' 73/16"


X1AL001.16

3' 73/16"


X1AL001.17

3' 73/16"


X1AL001.18

3' 73/16"


X1AL001.19

3' 73/16"


X1AL001.20

3' 411/32"


X1AV002.1 7' 83/32"

8' 6" NR FG MFR MFR E25 AG MFR MFR Y CARD READER, ELECTRIC LOCK

X1AV004.1 7' 919/32"

8' 6" NR FG MFR MFR E01 AG MFR MFR Y CARD READER W/ AUTO DOOROPENER

X1AV006.1 7' 719/32"

8' 6" NR FG MFR MFR E25 AG MFR MFR Y ELECTRIC LOCK

X1AV008.1 7' 713/32"

8' 6" NR FG MFR MFR E01 AG MFR MFR Y CARD READER W/ AUTO DOOROPENER

X1N002.1 3' 41/2"

8' 41/2"

NR FG MFR MFR E29 FG MFR MFR Y KEY LOCK, INFRASTRUCTURE ONLYFOR MONITOR AND ALARM

X1N002.2 6' 0" 8' 6" NR FG MFR MFR E29 FG MFR MFR Y KEY LOCK, INFRASTRUCTURE ONLYFOR MONITOR AND ALARM

X1N072 3' 61/2"

8' 6" NR F MFR MFR E07 F MFR MFR N KEY LOCK

X1N090 3' 61/2"

8' 6" NR F MFR MFR E08 F MFR MFR N CARD READER, ELECTRIC LOCK

X1N099A 23' 07/8"

22' 0" NR OHCD MFR PTD E09 OHCD MFR PTD N SLOTS, MONITORED

X1N099D 23' 07/8"

22' 0" NR OHCD MFR PTD E09 OHCD MFR PTD N SLOTS, MONITORED

X1NS001A.1

3' 2" 8' 41/2"

NR FG MFR MFR E10 FG MFR MFR Y MONITORED, EGRESS ONLY

X1NS001A.2

3' 2" 8' 41/2"


X1NS001A.3

3' 2" 8' 41/2"


X1NS002 8' 0" 8' 6" NR FG MFR MFR E04 FG MFR MFR YX1NV001.1 3' 1" 8' 6" NR FG MFR MFR E31 FG MFR MFR YX1NV001.2 3' 1" 8' 6" NR FG MFR MFR E32 FG MFR MFR YX1NV001.3 3' 1" 8' 6" NR FG MFR MFR E32 FG MFR MFR YX1S050.1 3' 6" 7' 4" NR FG MFR MFR E06 FG MFR MFR Y ALARMED, MONITOREDX1S050.2 3' 6" 8' 2

21/32"NR FG MFR MFR E06 FG MFR MFR Y ALARMED, MONITORED

X1SS004 6' 4" 8' 6" NR FG MFR MFR E22 FG MFR MFR Y ELECTRIC LOCKX4A001 3' 0" 7' 6" NR FG MFR MFR E12 FG MFR MFR YX4A002 7' 0" 6' 0" NR F HM PTD E13 F HM PTD NX4A022 2' 11

15/16"6' 0" NR FG MFR MFR E14 FG MFR MFR Y

X6SE.1 6' 0" 7' 0" NR LL HM PTD E15 F HM PTD NX6SE.2 3' 0" 7' 0" NR F HM PTD E16 F HM PTD NX1300 6' 0" 7' 0" NR F HM PTD E19 F HM PTD YX1301.1 3' 0" 7' 0" NR F HM PTD E20 F HM PTD YX1301.2 3' 0" 7' 0" NR F HM PTD E20 F HM PTD NX1302 6' 0" 7' 0" NR F HM PTD E21 F HM PTD NXP1A100.1 13' 8

1/8"8' 0" NR NN MFR MFR E09 OHCG MFR MFR N

XP1A100.2 14' 11/8"

8' 0" NR OHCG MFR MFR E09 OHCG MFR MFR N

XP1A100B 3' 0" 7' 0" 45 F HM PTD E23 F HM PTD NXP1A100C 6' 0" 7' 0" 45 F HM PTD E24 F HM PTD NXP1N110 6' 8

7/32"8' 6" NR FG ALUM MFR E05 FG MFR MFR Y

XP1S30 9' 8" 7' 223/32"

NR SD ALUM MFR E17 SD MFR MFR Y

XP1SV001 4' 0" 7' 0" NR F HM PTD HM HM PTD STOREROOM

DOOR OPENING SCHEDULE CODES

NO NUMBERRATING FIRE RATED ASSEMBLY LISTED AND LABELED IN HOURS INDICATED.NR NOT FIRE RATEDMATL MATERIALFIN FINISHTHK THICKNESSHDWR HARDWARE GROUP PER SECTION 08 71 00.DETAIL PER DRAWING NUMBER ON SHEET NUMBER INDICATED. NONEPFN PREFINISHEDPTD PAINTEDCLR CLEAR FINISH

XX DOUBLE DOOR OF X TYPEX/Y UNEVEN LEAF DOOR X IS THE LARGER LEAF TYPE, Y IS THE SMALLER

DOOR CODESDOOR MATERIAL CODES:

ALUM ALUMINUM DOOR OR FRAME PER SECTION 08 43 13.OH OVERHEAD COILING DOOR TYPE# PER SECTION 08 33 23.CG OVERHEAD COILING GRILLE TYPE# PER SECTION 08 33 26.CD COILING COUNTER DOOR TYPE# PER SECTION 08 33 13.FGL FIBERGLASS DOOR OR FRAME PER SECTION 08 16 13.HM HOLLOW METAL DOOR OR FRAME PER SECTION 08 11 13.HML LEADLINED HOLLOW METAL DOOR OR FRAME PER SECTION 13 49 00PFN PREFINISHED METAL DOOR FRAME PER SECTION 08 11 17.VIN VINYL DOOR OR FRAME PER SECTION 08 53 13.WD WOOD DOOR PER SECTION 08 14 16 OR WOOD FRAME PER

SECTION 06 20 00.WDL LEADLINED WOOD DOOR PER SECTION 13 49 00SC SOLID CORE WOOD DOOR PER SECTION 08 14 16.HC HOLLOW CORE WOOD DOOR PER SECTION 08 14 16.GL FRAMELESS GLASS ENTRANCE PER SECTION 08 41 26

1 36" ACTIVE LEAF2 40" ACTIVE LEAF3 RADITION SHIELDED4 DOOR WITH ACOUSTIC SEALS PER SECTION 08 71 005 ACOUSTICAL HOLLOW METAL DOOR WITH ACOUSTICAL

GROUTED HOLLOW METAL FRAME PER SECTION 08 11 13.

THIS SCHEDULE IS PROVIDED FOR REFERENCE ONLY. THESE DOORS ARE PART OF THE STRUCTURE AND ENVELOPE PACKAGE

05 45 00 STUDS@ 1'4" OC

3' 2

"MA

X UN

O

7' 2

"TY

P UN

O

MFR'S SCREWS, ANCHOR INTO STUDS@ 2'8" OC & AT ENDS, TOP & BOTTOM

MARKER OR TACK BOARD

8A AGAINST WALL 8B ABOVE MARKER BD

TYPE 1BACKING PLATE 3" TYP

AS REQ'D

11 52 13MOTORIZEDPROJECTIONSCREEN

PROJECTION SCREEN

CEILING PER RCP

MARKERBOARD ASSEMBLY

PROJECTION SCREEN

CEILING PER RCP

11 52 13 MOTORIZEDPROJECTION SCREEN

05 50 00 THREADEDEXP BOLT, TYP

05 50 00 (1) DIAGONALBRACE @ EA CORNERAT 90° PER 18/, SIM

05 50 00THREADEDCOUPLING05 50 00 GALV THREADEDROD 3/8" Ø

3/8" ØMB (TYP)

05 50 00UNISTRUTP1546


CEILING

2 1/2"

MAX

TOILET PARTITION

05 50 00 C5x9 CONT

18A SUSPENDED 18B SUPPORTED @ ENDSNOTE: FOR TYP INFORMATION SEE "18A"

05 50 00 GALV THREADEDROD 3/8" Ø @ 4'0" OC

05 50 00 DIAGONALBRACE

05 50 00 EXPBOLTS TYPE A

CEILING

05 50 00 GALV THREADEDROD 3/8" Ø @ 10'0" MAX

3'x3"x1/4" TX @ EA END;4"x4" BASE PLATE ANCHOREDW/IN PARTITION W/ (2) 3/8" ØEXP BOLT, 2" MIN EMBED;ANCHOR TO CEILING PER STRUCT

05 50 00 1/8" x2" x6" x6"BENT PLATE, EA END

05 50 00 C8x11.5 CONT

19A AT DUCT PENETRATIONS 19B SUPPORTED @ ENDSNOTE: FOR TYP INFORMATION SEE "18A"NOTE: FOR TYP INFORMATION SEE "18A"

WHERE DETAIL 18 CANNOT BE USED


07 92 00 SEALANT ATPENETRATIONS

05 50 00 DIAGONALBRACE

05 50 00 GALV THREADEDROD 3/8" Ø @ 4'0" OC

05 50 00 C5x9 CONT

CEILING CEILING

05 50 00 CONTINUOUSSLOTTED FRAMINGASSEMBLY P5000 MIN

BACKING PLATE 1TYPE 1

2' 4

1/2"

0' 3

"

4' 3

"

0' 3

"0'

3"

5' 5

"

28A PLAN

PROJECTION

28B

DIAGONALBRACE

MOUNTING HOLESPACING PER MFR

PROJECTORMOUNTING PLATE

SUSPENDEDUNISTRUT

28B SECTION

45.00°

COOR

DINA

TE W

ITH

EQUI

P5'

0" M

AXMA

X 12

"

VIDEO PROJECTORMAX 200 LBS

PERMFR

PROJECTOR MOUNTINGPLATE

09 29 00 GB

05 50 00HTHR 050THREADED ROD

05 50 00UNISTRUT P4101


3/8" ØMB (TYP)


03 30 00 CONC SLAB/JOIST PER STRUCT05 50 00UNISTRUT P1546

05 50 00UNISTRUT P1000TCOMP POST BEYOND

05 50 00EXP BOLTSTYPE A

0' 1 1/2"0' 1

1/2"

0' 6

"

SST BOLT W/ HOCKED END

1/8" BENT PLATE, 1 1/2"WIDE, PAINTED TOMATCH CEILING

CUT METAL CEILINGTO ALLOW BENT PLATETO PENETRATE

THREADED ROD ANDDIAGONAL BRACING PER8B/A9.19 SIM

VIVARIUM GUARD RAILS VIVARIUM EDSTROM EQUIPMENT

0' 3

"0'

3"

0' 8

"

2' 1

0"

COORDINATEBACKING PLATE TYPE 1ELEV HGT W/EQUIPMENT MFR,EDSTROM INDUSTRIES

BACKING PLATETYPE 1 (TYP)

GUARD RAILPER PLAN &ELEVATIONS

VIVARIUM VR1 AHU

PROVIDE BACKING AT ALL WALLSIN ROOMS WITH VR1 EQUIPMENT.SEE ELEV X/AX.XX

AIR HANDLING UNITFOR VR1

CEILING BACKING FOR AHU.COORDINATE LOCATION W/EQUIPMENT MFR.

PROVIDE BACKING FOR VENTILATED CAGERACK UNITS.COORDINATE BACKING PLATEELEV HGT W/ EQUIPMENT MFR.

0' 3

"0'

3"

SEE WALL TYPE

SEE

WAL

L TYP

E

13 49 00 LEAD DISK, TYP

13 49 00 LEADLINED GB

13 49 00 LEAD STRIPAT METAL STUD, TYP

SEE WALL TYPE

SEE

WAL

L TYP

E

OUTSIDE CORNERB INSIDE CORNERC

13 49 00 LEAD STRIP ATMETAL STUD, 4" WIDE AT

CORNER, TYP

SEE WALL TYPE

JOINTA

13 49 00 LEADSTRIP AT METALSTUD, TYP

13 49 00 LEADLINED GB

13 49 00 LEAD DISK, TYP

VISION OPAQUE08 44 13 SHADOWBOXOR SPANDREL PANEL

AIR CAVITY

08 44 13 FINISHEDALUMINUM PANEL

1/4" RECESSEDCAULKING

2 1/2" METALFRAMING

08 44 13 FINISHALUM SILL BELOW

VISION

GYP. BRD.

CONC. COLUMN

SLOTCONNECTION

09 29 00 JOINTCOMPOUND

ANGLE VARIES

+2' 6" (3' 0")

09 21 16 5/8" GB

EOS

VISION

AT MULLION, VISION / VISION

FOR TYPICAL INFO, SEE DETAIL 13

VISION

08 44 13 FINISHALUM SILL BELOW

0'

1"

08 44 13 FINISHEDALUMINUM PANEL.FILL WITH MINERALWOOL WHERERATED PARTITONSOCCUR

FIRE SEALAS REQ'D

3"

FOR RATED PARTITIONS, ORACOUSTIC PARTITION TYPES 52,53 57, 58 & 61 SEE 16 & 20/A711OF THE STRUCTURE ANDENVELOPE PACKAGE.

COLUMN


CHECKED BY:

REVISIONS

Thes

e dra

wing

s and

their

conte

nt ar

e the

prop

erty

of SE

RA A

rchite

cts In

c. an

d are

to be

utiliz

ed on

this

proje

ct. R

epro

ducti

on of

any p

art o

f this

mater

ial, w

ithou

t the e

xpre

ss w

ritten

perm

ission

of S

ERA

Arch

itects

Inc.

is pr

ohibi

ted.

SER

A AR

CH

ITEC

TS C

OPY

RIG

HT

2012

PRPR

2750

S.W

. Moo

dy A

venu

eP

ortla

nd, O

rego

n 97

239

3/29

/201

2 4:

54:1

1 P

M

A804

04/02/1210082

PROG

RAM

AND

INTE

RIOR

S: P

ERMI

T SE

T

OU

S / O

HSU

CO

LLA

BO

RA

TIVE

LIF

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IEN

CES

BU

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ING

& O

HSU

SK

OU

RTE

S TO

WER

INTERIORDETAILS FRAMINGDETAILS

1/2" = 1'0" 19ANCHORS @ MKR & TACK BD

1 1/2" = 1'0" 22ANCHOR MOTOR PROJ SCREEN

1 1/2" = 1'0" 1SECTION TYP SUSPENDED TOILET PARTITION HANGER BEAM

1 1/2" = 1'0" 2SUSPENDED TOILET PART. HANGER BEAM @ DUCT CROSSOVERS

1/2" = 1'0" 18BACKINGOFOI MODULAR FURN.

1/2" = 1'0" 21TYP ANCHOR VIDEO PROJ 1 1/2" = 1'0" 26ANCHOR DETAIL VIDEO PROJ

3" = 1'0" 17CEILING HUNG SCREEN

1/2" = 1'0" 8TYP VIVARIUM BACKING LOC 1/2" = 1'0" 3TYP VIVARIUM BACKING LOC

1 1/2" = 1'0" 5PROTECTED STEEL COLUMNS

1 1/2" = 1'0" 4PROTECTED STEEL COLUMNS

3" = 1'0" 10TYP LEAD LINED PARTITION

1 1/2" = 1'0" 11SPANDREL CLOSURE @ COL.

1 1/2" = 1'0" 6CLG TO EXT WALL (JAMB SIM)

1 1/2" = 1'0" 7GWB FURRING WALL UNDER SILL

SEE OWNER PROVIDED FURNITUREDRAWINGS FOR LOCATIONS

1 1/2" = 1'0" 9PLAN TYP PARTITION TO CW

“TESTING THE DOUBLE SKIN FACADE: JAQUA ACADEMIC LEARNING CENTER”

I conducted research on the new John E. Jaqua Center for Academic Study on the University of Oregon campus. The double-glazed facade of the building begged for empirical study of its thermal and daylight performance. This study led to two papers, one of which was published and presented at the National SOLAR Conference 2011.

University of Oregon - Eugene, OR

“TESTING THE DOUBLE SKIN FACADE: JAQUA ACADEMIC LEARNING CENTER”

When the temperature readings did not follow my predictions, I looked for likely culprits for interference. The wind rose above shows the annual wind averages for the area, but the northerly winds are the predominant wind direction in the summer, leading to my theory shown in the “Observed Air Movement” graphic. ZGF and Interface Engineering took interest in this, and began research the following summer to verify how much difference operable shades would make.

Expected Air Movement

North Wall

South Wall

North Wall

South Wall

Observed Air Movement

E S W

9:00 Noon 3:00 6:00E S W E S W E S W

110˚F/43˚C105˚F/41˚C100˚F/38˚C

95˚F/35˚C90˚F/32˚C85˚F/29˚C80˚F/27˚C75˚F/24˚C70˚F/21˚C65˚F/18˚C

Exterior Roof Temp

E, W and S Facade temperatures, looking South through the atrium

92˚F33˚C

89˚F32˚C

85˚F29˚C

86˚F30˚C

83˚F28˚C

73˚F23˚C

72˚F22˚C

86˚F30˚C

91˚F32˚C

89˚F32˚C

85˚F29˚C

101˚F38˚C

99˚F37˚C

81˚F27˚C

93˚F34˚C

89˚F32˚C

80˚F27˚C

89˚F32˚C

87˚F31˚C

69˚F21˚C

81˚F27˚C

93˚F34˚C

90˚F32˚C

85˚F29˚C

70˚F21˚C

68˚F20˚C

68˚F20˚C

78˚F26˚C

76˚F24˚C

73˚F23˚C

81˚F27˚C

92˚F33˚C

87˚F31˚C

85˚F29˚C

83˚F28˚C

81˚F27˚C

80˚F27˚C

112˚F44˚C

90˚F32˚C

100˚F38˚C

UNIVERSITY OF BRITISH COLUMBIA - SCHOOL OF INTEGRATED PLANNING AND DESIGN

For my thesis studio at University of Oregon, I designed an addition to the facilities at UBC, to facilitate the integration of their Architecture, Landscape Architecture and Urban Planning departments. The existing facilities are scattered across campus,and the departments did not have any interdisciplinary programs.

UBC wanted sustainability to be a centerpiece of the design. My first task in the studio was to compare LEED Canada, LEED 3.0 and the Living Building Challenge. To take the best advantage of the natural resources available, I employed long, narrow East-West boxes. Sunlight could penetrate deeper, and natural ventilation could ventilate the entire width. In order to connect the different boxes, a north-south corridor with its own distinctive character connected the pedestrian mall to the south all the way to the plaza to the north. Laserre Hall, the current location of the Planning department, and some of the Architecture program was to remain. It is a building of some historical significance, designed by Thompson, Berwick and Pratt and built in 1962. It is a notable example of BC Modernism, and the school’s preference was to preserve the building’s character.

University of British Columbia - Vancouver, British Columbia, Canada

UNIVERSITY OF BRITISH COLUMBIA - SCHOOL OF INTEGRATED PLANNING AND DESIGN

For my thesis studio at University of Oregon, I designed an addition to the facilities at UBC, to facilitate the integration of their Architecture, Landscape Architecture and Urban Planning departments. The existing facilities are scattered across campus,and the departments did not have any interdisciplinary programs.

Heat Recovery Ventilator Passive Solar

Heated Sun-Space

Water Wall Panel Inserts

Fiber-Reinforced Precast Con-crete Sandwich panels

PV and Solar Hot Water Panels

Hot air ventilated on warm days, circulated on cold days

Radiant Hydronic Floor Slabs

Sun Shade/Light Shelves protect from direct Sun

The northern bar was dedicated mostly to the studio spaces, with some multi-purpose rooms on the ground floor. The site was roated off of due south, providing a challenge for passive

solar design. In order to emphasize good passive solar design, I broke the south facade of the studio spaces so that a significant portion of the south facade faces due south for solar heat gain,

and more logical shading.

The sun space serves as a buffer for the solar heat energy in the warmer months, allowing the hot air to vent out the top, while serving as a solar heat collector in the colder months, venting the warm air to the interior. A heat recovery ventilator was

incorporated on the north wall, to keep the heat and moisture consistent while providing fresh air to the full length of the building. I learned about water wall inserts that are designed to be installed under windows, and incorporated these in the design, to help

balance the temperature further. These would be covered in the warmer months, to prevent excess heat, and exposed in the cooler months to help transfer solar energy into the studio space.

The existing Lasserre building needed both structural and thermal reinforcement. I solved this with a moment frame, welded to the existing concrete columns, which were reinforced with carbon fiber straps, to protect against blowouts.The moment frame became the host of a second skin, to provide an adequate thermal barrier outside the 1960’s concrete building.The existing studios have jalousie windows, which could be opened when needed to allow warmer or cooler air in from the cavity created between the two skins.

The middle wing housed most of the faculty offi ces on two fl oors, which opened to a double-height meeting space. The intention being that faculty from the three disciplines would be mixed in a semi-open offi ce plan, sharing offi ces, and meeting with students in the double-height space. The space that was open to the sun was shielded by shading devices, designed to block the summer sun, and let the winter sun in.The roofs of both the studio and offi ce wings were sloped to allow the best angle for mounted PV arrays.

The North-South connecting corridor ran all the way from the pedestrian “Art Walk” to the south through to the plaza in front of the Frederick Wood Theatre to the north.The corridor itself has a distinctive character, with wood accents, vertical slats shading the east and west glazing, and much of the vertical circulation. All of the collaborative spaces for students were in or adjacent to the corridor. Some of the distinctive character from each of the east-west wings bleeds over into the corridor where they intersect. Break-out spaces for the studios, A student lounge outside the faculty/student meeting space, a coffee shop on the entry level between the promenade to the east and the courtyard.From the Art walk to the south, a person could look through the entry to the corridor, and see through to the theatre plaza to the north.

Memorial Rd Lasserre O�ce Wing Studio Wing Frederic Wood Theatre Crescent Rd

Xi Xi Wetlands Preserve - Net Zero Design Charette

In the summer of 2010, I was invited with a group of sustainable design experts to China to design a net-zero visitors’ center for a wetland preserve. The twelve of us traveled to Hangzhou, and worked in some of the existing buildings on the preserve to design, calculate and model the facility. At the end of the 10 days we presented the design to the government of Hangzhou.

Hangzhou, China

Memorial Rd Lasserre O�ce Wing Studio Wing Frederic Wood Theatre Crescent Rd

Our sponsor, a local news anchor and celebrity, in describing her vision for the project said that she pictured “postcards” of the facility and the area. We took inspiration from this to frame postcard-sized views of the rendered digital model for the presentation, first to her, then to the collective government of Hangzhou.

My primary role in the project was building the digital model, once the initial design was far enough along to start modeling. Two of us built the digital model in Sketchup, and then rendered the postcard scenes in Photoshop from views we cut from the Sketchup model. We each took one of the two main buildings and did the intial modeling, then combined them and blended some details. Then we took a dozen different views from themodel to render.I also spent time working onthe physical models, which were set up in thegovernment building wherewe made the presentation.

CONTACT INFORMATION

David Bartleyphone: 541.391.9190e-mail: [email protected]

Documents

David Bartley Portfolio