Professional Portfolio 2020 by Christopher Parker

CHRISTOPHER K. PARKER Professional Portfolio

ckpdesign.com cparker808@gmail.com | 808-391-6752 NE PERSPECTIVE

SE PERSPECTIVE

AERIAL VIEW PROJECT NAME: ST ON E AVE N TOW NHOMES PROJECT NUMBER: 2019096.00 PROJECT ADDRESS: 17917 STONE AVE N 98133

DATE: DRAWING NAME: SCALE:

2019.09.11 MASSING

PAGE:

TABLE OF CONTENTS

in chronological order (latest first) by project type M U LT I F A M I LY •

405 Dexter Apartments

•

S t o n e A v e N To w n h o m e s

•

Harrison South Apartments

•

2 1 5 - 2 2 1 W e s t S p e n c e r To w n h o m e s

•

Sage Shoreline

COMMERCIAL/TENANT IMPROVEMENT •

A d a ’ s Te c h n i c a l B o o k s E x p a n s i o n

•

Thrive Dockside Apartments

•

Student Agencies Center

•

Stan Sheriff Center Club Room

CIVIC •

Molokai High School New Science Building

•

Aiea Public Library

FEASIBILITY STUDIES •

Pulte Development

•

St re a m We n atc h e e D eve l o p m e n t

PLANNING y

1 5 t h Ave n u e Ea st Co m m u n i t y Wo r ks h o p

SE Steuben County Library Facilities Repor t

405 DEXTER APARTMENTS, Seattle, WA

A.1

B.7

HOMES FOR A GROWING TECH NEIGHBORHOOD

C.1

C.8 C.9

D.2

F 1 A3.03

1 A3.13

H.1

H.5

H.9

J.3

J.9

2 A3.05

1 A4.12

152' - 10" CL

16' - 2"

1' - 1"

19' - 11"

26' - 0"

27' - 5"

C.1

C.8 C.9

D.2

F 1 A3.03

1 A3.13 63 VAN

H.1

H.5

CL42/43/44 M

CL 48/49/50 M

45/46/47 19' - 11" M

J.3

51/52/53 M

J.9

1.1

CL 57/58/59 M

26' - 0" 54/55/56 M

60/61/62 M

26' - 0"

1' - 1" CL

27' - 5" 1' - 8"

16'39/40/41 - 2" M

1 A4.12

152' - 10" 36/37/38 M

37' - 4"

H.9

2 A3.05

36/37/38 M

39/40/41 M

42/43/44 M

45/46/47 M

48/49/50 M

51/52/53 M

L I V E/ W O R K 2 608 SF 121

75' - 0"

L I V E/ W O R K 2 UP 607 SF 7% 123

L I V E/ W O R K 2 623 SF 124

76' - 10"

SE Perspective Rendering 1

LEVEL 1 PROPOSED PLAN

C.1

C.8 C.9

portunities for Lake Union + Downtown We were approached s from L8 Deck.

TO AU

to redesign a project by another firm in the rapidly RK building includes neighborhood of Westlake. The 8 story Additional 30 transforming Parking Stalls provided. WO E/ LIV studio, 1 and 2-bedroom units, fitness room, business office, and storage. IN MA IVES: My tasks included model manager responsible for the overall building arture: Additional Curb Cut along Lee N. VE. concrete construction plans, zoning model, interior/exterior coordination, et. RA E T DEX mewhat blankand wall along northerncode exhibits, and construction documentation. TO AU

SECTION A: EAST/ WEST LOOKING NORTH

H.1

H.5

H.9

17' - 9"

46' - 2 1/2" 7"

A.1

C.1

C.8 C.9

D.2

18' - 11"

C 103' - 6 3/4" L

"A2.10 FLOOR 11' PLANS - LEVEL P4" IS NOW - 6" LEVEL P2/P3. PLAN IS REVISED IN TOTAL 1' - 11 1/4"

LEVEL 1 PROPOSED PLAN 1/8" = 1'-0"

AU R

N L IV

W O

AV E

AA V E.

Birds-eye view from NE, looking southwest

SECTION B: EAST/ WEST LOOKING NORTH

1405 DEXTER AVE NORTH SEATTLE, WA 98109

SH E E T N O. : NORTH

A2.1

1 A4.12

BIRDS-EYE VIEW: FROM NORTHEAST, LOOKING SOUTHWEST DEXTER AVE N 1

L EV E L 1

18' - 5 1/2"

1 A3.01

B.7

303

EDGE OF CANOPY ABOVE

156' - 5"

1 A4.11

201

SD C I P ROJ E C T # : P L O T DAT E :

J.9

18' - 5 1/2"

6' - 7 3/4"

P ROJ E C T A D D RE SS:

BOA RD & VE L L UM P ROJ E C T # :

EDGE OF BUILDING ABOVE

J.3

18' - 5 1/2"

1405 DEXTER AVE N

14%

26' - 2 1/4" 12' - 11"

1' - 11 1/4"

DEXTER AVE N

on with mosty Light Air to the eastern +Permit Drawings ng units.

11' - 6"

1 A4.12

D E SC RI P T I ON

UP 78' - 0"

77' - 4"

DESIGN CONCEPT

EDGE OF CANOPY ABOVE

1/8" = 1'-0"

B 155 Residential Units 5 Live/work 62 parking stalls 130,463 sq ft total building area

2.0 18' - 11"

D AT E

05.16.18 MUP SUBMITTAL

D.2

18' - 5 1/2"

C 103' - 6 3/4" L

1 A3.01

B.7

I SSUA N C E S

1 A4.13

4' - 8"

18' - 5 1/2" CL

1 A4.11

5.4

L I V E/ W O R K 2 623 SF 124 4' - 8"

3' - 11 3/4"

18' - 5 1/2"

156' - 5"

A.1

5.2

77' - 4"

EDGE OF CANOPY ABOVE

6' - 7 3/4"

M UP

10' - 11" 3' - 3"

7 1/2"

17' - 9" 46' - 2 1/2"

AUR y Design Production y Location acknowledges the Development bustling neighborhood south. y to the Consultant coordination

1 UP A4.13

76.83

76' - 6"

76' - 0"

75' - 0"

DES

2020. 05. 22

EDGE OF BUILDING ABOVE

M A N A G E R O F F IC E 108

74' - 0"

7 EDGE OF CANOPY ABOVE

L I V E/ W O R K 2 607 SF 123

DATE

4.5 4.9

3' - 11 3/4"

6 M A I N LO B B Y 102

AVE ORA

78' - 0"

L I V E/ W O R K 2 607 SF 122

REVISION

77' - 4"

L I V E/ W O R K 2 608 SF 121

1 A3.14

S T AI R B 141

12' - 11"

L I V E/ W O R K 1 576 SF 120

1 A3.05

1 A3.04

CLR

17' - 11" 26' - 2 1/4"

UP 76.83

76' - 6"

76' - 0"

75' - 0"

74' - 0"

115' - 0"

96 GAL COM RECYCLE COMPOST 3 CY TRASH

SHARED

76' - 6"

3 CY TRASH

4' - 0"

76' - 0"

5.4

GAL 1' - 5"96COM

4' - 0" RESIDENTIAL

4 CY RECYCLE

RESIDENTIAL

5.2

1' - 0"

TR AS H P170

TRASH COMPACTOR

SHARED

77'

RESIDENTIAL

4' - 0"

4 CY RECYCLE

RESIDENTIAL

76' - 10"

4 CY RECYCLE

3.9

4.9

SHARED

1 A4.13

3' - 3"

7 1/2"

ng Street-Facing Edges to strengthen y MUP Drawings an Fabric.

5' - 0"

115' - 0"

4.5

RES RES RES RES COMPOST COMPOST COMPOST COMPOST - 96 4"GAL 96 GAL 96 GAL 96 GAL

M A I L /P AC K AG E 106

M A N A G E R O F F IC E 108

25' - 3"

10' - 11"

M A I N LO B B Y 102

24' - 5 1/2"

5' - 0" 32 C

3.4

5' - 0"

CLR

23%

1' SHARED

1 A3.04

. N.

1 A3.14

S T AI R B 141

3 CY TRASH

1 A3.05

4' - 0"

SHARED

3 CY TRASH

2' - 1"

L I V E/ W O R K 2 607 SF C O R R I DO R 122 110

33 C

4' - 0"8' ROLLING DOOR

E L E V AT O R S 130

5.4

17' - 11"

96 GAL GAL 5"96COM COM RECYCLE COMPOST

4 CY RECYCLE

RESIDENTIAL

4 CY RECYCLE

RESIDENTIAL

4 CY RECYCLE

RESIDENTIAL

UP 4%

R E S TR M 105

L I V E/ W O R K 1 576 SF 120

S T AI R C 76' - 6" 109

34 M

4 CY RECYCLE

25' - 3"

5 5.2

UP A76' - 0"

4' - 0"

POWER

F I T NE S S 103

M A I L /P AC K AG E 106

4.9

S T AI R 140

35 M

RESIDENTIAL

1 A3.02

4.5

RES RES RES RES COMPOST COMPOST COMPOST COMPOST 96 GAL 96 GAL 96 GAL 96 GAL

1' - 0"

11' - 3"

SHARED

4 CY RECYCLE RESIDENTIAL

C O R R I DO R 110

75' - 0"

4' - 0"

TR AS H P170

TRASH COMPACTOR

3 CY TRASH

2' - 1"

3 1 A4.14

4 CY RECYCLE

5.4

1 A4.13

LINE OF MEZZANINE ABOVE

RESIDENTIAL

5.2

23%

POWER

E L E V AT O R S 130

GAS METER

R E S TR M 105

119' - 0 1/2"

S T AI R C 109

S T AI R A 140 UP STORAGE 104

22' - 0"

GAS METER

LEE ST 3.9

7% 14%

F I T NE S S 103

4.5 4.9

32 C

SDCI STAMP AREA

3.9 4' - 0"

79' - 7 1/2"

119' - 0 1/2"

3.4

1 A3.02

33 C

8' ROLLING DOOR

1 A4.14

34 M

P AR K I NG ( P 1 ) P166

23' - 5 1/2"

35 M

11' - 3"

3.9

5' - 0"

5' 0"

5' -

3.4

22' - 5 1/2"

16' - 1 1/2"

23%

1 A4.14

E L E C TR I C A L P161

14%

79' - 7 1/2" 22' - 0"

LEE ST

S T O R AG E 104

60/61/62 M

23%

7% 14%

57/58/59 M

2 1 A4.14

el 2 courtyard provides shared enspace and ample relief for Nautica dos. Responsibilities

54/55/56 M

LINE OF MEZZANINE ABOVE

8' - 0"

3.4

REGISTERED ARCHITECT

1.1

17' - 2"

63 VAN

P AR K I N G ( P 1 ) P166

24' - 5 1/2"

S C L V AULT P190

23' - 5 1/2"

5' 0"

5' -

ELECTRIC VEHICLE

17' - 10"

16' - 1 1/2"

E L E C TR I C A L P161

JEFFREY ALFRED PELLETIER STATE OF WASHINGTON

22' - 5 1/2"

1.1

9858

8' - 0"

1' - 8"

OW N E R:

ELECTRIC VEHICLE

5' - 1 1/4"

S C L V AULT P190

B.7 1 A4.11

17' - 2"

1' - 8"

37' - 4"

A.1

17' - 10"

1.1

APPROVED CONCEPT Scope: MUP, Design Development Client: Pastakia and Associates BIRDS-EYE VIEW: FROM SOUTHEAST, LOOKING NORTHWEST VES: Status: Design Development

t facade and a portion of the west ade.

1 A4.11

5' - 1 1/4"

H.1

H.5

H.9

J.3

J.9

Ground Floor Plan

"A2.10 FLOOR LEVEL P2/P3.

3 4 5

405 DEXTER APARTMENTS, Seattle, WA

6 7 8 9 10 A.1

HOMES FOR A GROWING TECH NEIGHBORHOOD

B.7

C.1

C.8 C.9

D.2

F 1 A3.03

1 A3.13

1 A4.11

5' - 1 1/4"

H.1

H.5

H.9

J.3

J.9

2 A3.05

1 A4.12

152' - 10" CL

16' - 2"

1' - 1"

19' - 11"

26' - 0"

27' - 5"

C.1

C.4

C.9

D.1

E.1

S C L V AULT P190

63 VAN

E.8 E.9

G.3

G.4

36/37/38 M

39/40/41 M

42/43/44 M

H.1

H.6

45/46/47 M

H.9 51/52/53

48/49/50 M

J.3

54/55/56 M

57/58/59 M

J.5

1.1

17' - 2"

B.6 B.8

1 A4.12 17' - 10"

1.1

ELECTRIC VEHICLE

1 A4.11

1' - 8"

37' - 4"

60/61/62 M

J.8 9858

REGISTERED ARCHITECT

8' - 0"

JEFFREY ALFRED PELLETIER STATE OF WASHINGTON

2' - 0"

24' - 5 1/2"

1 A4.14

,MECHANICAL SCREENING + 166.26' DN

25' - 3"

76' - 6"

9' - 6"

8 - LEVEL 8 75' - 0"

5.2

77' - 4"

5.4

L I V E/ W O R K 2 608 SF 121

L I V E/ W O R K 2 607 SF 122

L I V E/ W O R K 2 607 SF 123

L I V E/ W O R K 2 623 SF 124

76.83

77' - 4"

12' - 11"

76' - 6"

76' - 0"

75' - 0"

78' - 0"

DES

M UP

I SSUA N C E S

6 - LEVEL 6 56' - 0"

D AT E

D E SC RI P T I ON

05.16.18 MUP SUBMITTAL

9' - 6"

4' - 8"

3' - 11 3/4"

3' - 3"

7 1/2"

DATE 2020. 05. 22

EDGE OF BUILDING ABOVE EDGE OF CANOPY ABOVE

5 - LEVEL 5 46' - 6"

75' - 0" (PROPOSED HIGHEST OCCUPIED FLOOR)

18' - 5 1/2"

EDGE OF CANOPY ABOVE

46' - 2 1/2"

18' - 5 1/2"

6' - 7 3/4"

18' - 5 1/2"

18' - 11"

C 103' - 6 3/4" L

11' - 6"

1' - 11 1/4"

156' - 5" 1 A3.01

1 A4.11

A.1

B.7

C.1

C.8 C.9

D.2

9' - 6"

17' - 9"

1 A4.12

H.1

H.5

H.9

J.3

J.9

LEVEL 1 PROPOSED PLAN

"A2.10 FLOOR PLANS - LEVEL P4" IS NOW LEVEL P2/P3. PLAN IS REVISED IN TOTAL

1/8" = 1'-0"

201

SD C I P ROJ E C T # :

303

L EV E L 1 SH E E T N O. :

DEXTER AVE N

BOA RD & VE L L UM P ROJ E C T # :

P L O T DAT E :

4 - LEVEL 4 37' - 0"

9' - 6"

79' - 4 1/2" (MAX SMC HEIGHT: 95'-0")

7 - LEVEL 7 65' - 6"

1 A4.13

74' - 0"

REVISION

M A N A G E R O F F IC E 108

10' - 11"

T.O. DECK PARAPET 78' - 6"

4.9 UP

76' - 10"

6 M A I N LO B B Y 102

4' - 0"

115' - 0"

23% CLR

17' - 11"

1' SHARED

4 CY RECYCLE

96 GAL GAL 5"96COM COM RECYCLE COMPOST SHARED

3 CY TRASH

RESIDENTIAL

4.5

1405 DEXTER AVE NORTH SEATTLE, WA 98109

L I V E/ W O R K 1 576 SF 120

72' - 0" (TYPE IIIA)

1 A3.04

S T AI R B 141

9' - 6"

76' - 0"

M A I L /P AC K AG E 106

1 A4.13

9 - DR - T.O. PLATE 84' - 6"

26' - 2 1/4"

5.4

1 A3.14

9' - 6"

C O R R I DO R 110

4' - 0"

10 - ROOF 85' - 9 1/8"

1 A3.05

4' - 0" 4 CY RECYCLE

RESIDENTIAL

5 75' - 0"

4 CY RECYCLE

3 CY TRASH

2' - 1"

4.9 5.2

TRASH COMPACTOR

SHARED

E L E V AT O R S 130

1' - 0"

TR AS H P170 RESIDENTIAL

R E S TR M 105

RES RES RES RES COMPOST COMPOST COMPOST COMPOST 96 GAL 96 GAL 96 GAL 96 GAL

RESIDENTIAL

RESIDENTIAL POWER

F I T NE S S 103

4' - 0"

4 CY RECYCLE

RESIDENTIAL

S T AI R C 109

T.O. BUILDING PARAPET 88' - 6"

3.9 4' - 0"

GAS METER

1 A3.02

4.5

S T AI R A 140

4 CY RECYCLE

119' - 0 1/2"

OW N E R:

32 C

1405 DEXTER AVE N

33 C

P ROJ E C T A D D RE SS:

34 M

14%

35 M

5' - 0"

+ 162.50' 11' - 3"

SDCI STAMP AREA

9' - 0"

S T O R AG E 104 8' ROLLING DOOR

+ 152.50'

T.O. STAIR PENTHOUSE 97' - 6"

3.4

5' - 0"

23%

22' - 0"

LEE ST

14%

3.9 4

10 - T.O. ELEV. PENTHOUSE 99' - 6"

79' - 7 1/2"

3.4

(15'-0" ALLOWED) 2' - 9"

15' - 0"

LINE OF MEZZANINE ABOVE

1 A4.14

(15'-0" ALLOWED) 13' - 0"

P AR K I N G ( P 1 ) P166

+ 162.50'

+ 171.54'

23' - 5 1/2"

5' 0"

5' -

22' - 5 1/2"

16' - 1 1/2"

E L E C TR I C A L P161

+ 173.50'

NORTH

A2.1

3 - LEVEL 3 27' - 6"

Ground Floor Plan 9' - 6"

1 8

+ 91.00' 2 - LEVEL 2 18' - 0"

OUTLINE OF (E) GRADE

+ 85.54'

+ 85.04'

+ 85.88'

+ 86.38'

9' - 0"

+ 84.04'

1 - LEVEL 1 MEZZANINE 83' - 0"

SBC + SMC GRADE PLANE - B 80' - 4 1/2"

+ 74.00'

9' - 0"

37' - 11" (TYPE IA)

+ 85.00'

SBC + SMC GRADE PLANE - A 89' - 3 5/8"

75.00' + 76.50'

+ 76.83'

+ 77.33'

1 - LEVEL 1 0"

6' - 5 1/2"

+ 76.00'

0 - LEVEL P3 -10' - 5"

3' - 11 1/2"

0 - LEVEL P2 -6' - 5 1/2"

East Exterior Elevation

EAST ELEVATION 1/8" = 1'-0"

THIS EL THE FO MATER LOCATI

STONE AVE NORTH 5-PLEX TOWNHOMES, Shoreline, WA MODERN TOWNHOMES 6' - 0 1/4"

32' - 7 1/4"

15' - 3"

7' - 0"

26' - 9"

11' - 9 1/2"

13' - 10 1/2" REF

KLD 659 SF BATH 30 SF

REF

15' - 3"

CANOPY

PANTRY

BATH 35 SF

1 8

6' - 7"

7' - 0"

21' - 5 1/2"

17' - 6 3/4"

KLD 594 SF REF

24' - 2"

BATH 32 SF

KLD 703 SF

14' - 10"

7' - 0"

6' - 8 3/8" 24' - 2"

17' - 5 7/8"

21' - 6 3/4"

1 16 5' - 2 1/4"

38' - 6"

16' - 0"

30' - 1 1/2"

DATE:

PROJECT NAME: ST ON E AVE N TOW NHOMES PROJECT NUMBER: 2019096.00

2nd Floor Plan

6' - 5 3/4"

10' - 0"

2' - 3 1/2"

8' - 9 1/4"

10' - 6"

MASTER 132 SF

BATH 41 SF

9' - 1"

WIC 38 SF

9' - 6"

HALL 120 SF

BED 2 95 SF

BATH 38 SF

BATH 56 SF

MASTER BATH 62 SF

9' - 5 1/2"

HALL 138 SF

BED 1 87 SF

24' - 2 1/4"

17' - 5 7/8"

21' - 6 3/4"

6' - 8 3/8"

BED 3 120 SF

WIC 38 SF

WIC 31 SF

11' - 0"

MASTER 147 SF

MASTER 135 SF

W/D

5' - 0 1/4"

LAUNDRY 52 SF

10' - 6 1/2"

MASTER BATH 59 SF

BED 2 91 SF

9' - 5 1/2"

9' - 4 1/2"

1 8

11' - 0 1/2"

21' - 5 1/2"

6' - 11 1/2"

9' - 3 1/2"

10' - 3"

17' - 6 3/4"

HALL 123 SF

9' - 0"

BED 3 115 SF

6' - 7"

BED 2 115 SF

11' - 0"

13' - 6 1/2"

1/8" = 1'-0"

12' - 9 1/4"

10' - 11 1/4" 21' - 6 3/4"

MASTER BATH 57 SF

PAGE:

SECOND FLOOR PLAN

9' - 6"

Responsibilities y Client Engagement y Site Planning y Design Conceptualization y Permitting

The contractor approached us to embark on his first development project that consisted of 5-townhomes in a developing suburb of Seattle. The design of each home consists of 3-bedrooms, 3 baths, fireplace, and roof deck. The living floor has a high 10â&#x20AC;&#x2122; ceiling and large windows to open up views. Special work was required to negotiate around an existing significant tree.

38' - 7 1/2"

5' - 2 1/4"

Scope: Concept Design, Design Development, Permitting Client: Coastal Construction Status: Under Construction

SCALE:

8' - 0"

Perspective Rendering

DRAWING NAME:

PROJECT ADDRESS: 17917 STONE AVE N 98133

10' - 2 1/4"

2019.09.11

1 5' - 2 1/4"

3rd Floor Plan

38' - 6"

PROJECT NAME: ST ON E AVE N TOW NHOMES PROJECT NUMBER: 2019096.00 PROJECT ADDRESS: 17917 STONE AVE N 98133

16' - 0"

30' - 1 1/2"

DATE: DRAWING NAME: SCALE:

2019.09.11 THIRD FLOOR PLAN 1/8" = 1'-0"

10' - 2 1/4"

PAGE:

HARRISON SOUTH APARTMENTS, Seattle, WA A NEW ‘HOME’ ON CAPITOL HILL

SW Perspective

NE Perspective

Scope: Model Management, Production, Construction Observation Client: Private Status: July 2020 Responsibilities y Production Drawings y Permit Cycle Corrections y Construction Observation

Completed in 2020, the Harrison South Apartments is the fulfillment of a client’s dream to create their forever home atop an apartment building. The client’s felt the importance of matching the style of this new building with the neighboring early 20th century brick apartment buildings. The result is a cohesively designed 7-unit apartment building with an owner’s penthouse taking up the top 1-1/2 floors. I joined the project at the beginning of DD to prepare production drawings, (permit, construction), support permit correction responses, detailing, and consultant coordination.

Interior Rental unit

SPOT ELEVATION

WINDOW NUMBER E = EGRESS T = TEMPERED

HARRISON SOUTH APARTMENTS, Seattle, WA G

WH3

HOSE BIBB

EXTERIOR GYPSUM "X"

6' - 1"

4' - 9 1/4"

SELF-ADHERED APPLIED FLASHING MEMBRANE WRB DRAINAGE MAT FIBER CEMENT BOARD A.1

1.1

29' - 11"

101-B

3" = 1'-0" 2"

W1 T

2'WRB - 3 1/4"

1 A4.2

5/8" GWB

2' - 3"

A3.2

104

102-C

6' - 1 1/4"

1.2 1 A4.1

76' - 8"

1 J

K.1

DRAINAGE MAT

LAP WRB OVER HEAD FLASHING PANEL CLIP & FASTENER

SEALANT OVER BACKER ROD

PRECAST CONCRETE SILL

WRB BACKER ROD EXTERIOR GYPSUM AND SEALANT SHEATHING TYPE "X"

PROVIDE WEEP VENTS MIN 24" OC

1' - 2"

FLASHING

GWB RETURN BEYOND, TYP

WDW STRUCTURE AT HARDIE BAY - PLAN

MASONRY ANCHOR LEVEL VENEER 4 PER 362' STRUCTURAL OVER - 3" FLEXIBLE SELF ADHERED MEMBRANE PATCH PER WRB FIELD MEMBRANE MANUF RECOMMENDATIONS

LAP WRB OVER HEAD 1-HR RATED SOFFIT FLASHING

CONTINUOUS AB SEALANT

8 3"HEAD = 1'-0" AT METAL WDW 1 Window 3" = 1'-0" Sill @ Brick

5 LEVEL 2 342' - 6"

LEVEL 2 342' - 6"

K 1

LEVEL 1 332' - 6"

JEFFREY ALFRED PELLETIER STATE OF WASHINGTON

WDW HEAD AT HARDIE 3" = 1'-0"

4thSOUTH Flr South Section WALL Wall SECTION C WEST WALL/ BAY SECTION B 1/2" = 1'-0"

SIM

SEALANT OVER B

3 5/8" CL

R3 REV05

TRIM FASTENE RIVET AT 12" O BEAD OF SEAL CONTINUOUS PER MANUF IN

FLUID APPLIED FLASHING PER SPEC @ RO

A4.14 ROD BACKER AND SEALANT

WINDOW AS SCHEDULED REGISTERED ARCHITECT

1/2" = 1'-0"

METAL CLAD WI PROFILE, TYP

WALL CLOSUR

SHEET METAL HEAD FLASHING

WINDOW AS SCH

8 A4.13

1/4" MIN VENT GAP

SILL BELOW, WOOD SILL AT WET AREAS

FLUID APPLIED FLASHING PER SPEC @ RO

BASE REGLET

F2 LEVEL 4 362' - 3"

4 A4.13

3" = 1'-0"

3 1/2" X 3/4" PAINTED FIBER CEMENT TRIM BOARD

FLUID APPLIED FLASHING PER SPEC @ RO

5 10

WINDOW AS SCHEDULED

WDW SILL AT METAL

EXTERIOR GYPSUM SHEATHING TYPE "X"

9858

WDW SILL AT BRICK - EXT. SILL

REV08

SHEET METAL HEAD FLASHING

2" AIR SPACE

9 A4.13

12 HEAD 3" = 1'-0"AT BRICK WDW 4 3" = 1'-0"Head at Brick Window

GWB RETURN WEEP VENTS @ 24" OC BEYOND WRB

3' - 6"

EXTERIOR GYPSUM SHEATHING TYPE "X"

DRAINAGE MAT

CONTINOUS BACKDAM ANGLE AT ROUGH OPENING SILL, MIN 1" TALL. FASTEN WINDOW THRU BACK DAM ANGLE PER MANUFACTURER RECOMMENDATIONS

INSIDE CLOSURE (SEALED & SECURED W/ SEALANT)

EXTERIOR GYPSUM SH TYPE "X" PANEL CLIP & FASTEN AEP SPAN FLEX SERIES METAL PANEL

3" = 1'-0"

FIBER CEMENT BOARD

GWB RETURN BEYOND

FIELD FABRICATED CL COVER TRIM WRB

6 A4.13

A2.1

1/2

OUTSIDE CLOSURE (SE SECURED W/ SEALANT

LEVEL 3 352' - 3 1/2"

SH E E T N O. :

R1 F2

AEP SPAN FLEX SERIES METAL PANEL EXTERIOR GYPSUM SHEATHING TYPE "X"

FLASHING APRON FASTENS AT "L"02.20.2019 METAL BACKDAM AND LAPS WRB

FI RST FL OO R P L A N

TRIM FASTENER W/ SE AT 12" OC MAX AND C SEALANT

F2 FLUID APPLIED FLASHING PER SPEC @ RO

6590597

WDW SILL AT HARDIE PER PLAN

1 1/4"

PHENOLIC RESIN PANEL, TYP

1/2"

A4.13

P L O T D AT E :

SHEET METAL SILL FLASHING

FLUID APPLIED FLASHING PER 2016119.00 SPEC @ RO

1' - 11"

3" = 1'-0"

CONTINOUS BACKDAM ANGLE AT ROUGH OPENING SILL, MIN 1" TALL. FASTEN WINDOW THRU BACK DAM ANGLE PER MANUFACTURER RECOMMENDATIONS 5

BOA RD & VE L L U M P ROJ E C T # :

K.1

1.1

SEALANT

07.09.2018 100% CD SET

SD C I P ROJ E C T # :

WINDOW AS SCHEDUL

CONTINOUS BACKDAM ANGLE AT ROUGH OPENING SILL, MIN 1" TALL. FASTEN WINDOW THRU BACK DAM ANGLE PER MANUFACTURER RECOMMENDATIONS

7' - 0"

F2 LEVEL 4 362' - 3"

CONTINUOUS AB SEALANT

AB 01.29.2018 90%CONTINUOUS CD SET

LEVEL 3 352' - 3 1/2"

FIBER CEMENT BOARD

3" = 1'-0"

GWB RETURN BEYOND

D E SC RI P T I ON

1.1

W1 WDW HEAD AT METAL R3

4 A4.13

SLOPE TO DRAIN

5' - 1"

DRAINAGEW3 MAT

D AT E

29' - 11"

DESCRIPTION ASI 07-Reissued ASI 06 ASI 04 REV08ASI 03 REVISION 3 100% CD

I SSU A N C ES

3 1/2" X 3/4" PAINTED FIBER CEMENT TRIM BOARD

6' - 1"

4/ 16/ 2019 2/ 18/ 2019 1/ 31/ 2019 11/ 16/ 2018 9/ 21/ 2018 7/ 9/ 2018

METAL RAIL PER ELEVS

SILL FLASHING WH4 10SHEET METAL A4.13

10' - 0"

DATE

6 5 4 3 2 1

2.1

AC PORT

105

∆

LEVEL 4 362' - 3"

PATIO

SEALANT OVER BACKER ROD

WINDOW AS SCH

11' - 4 1/2"

1' - 11"

WINDOW AS SCHEDULED

DOUG CHAPMAN AND KAROL KING

11' - 4 1/2" 6' - 10" CL

6' - 1 1/4"

1' - 2"

D.S.

STUDIO 102 335 SF

GWB RETURN BEYOND, TYP

3' - 6"

T 103-D

REF

CL 9' - 10"

FLUID APPLIED FLASHING PER SPEC @ RO

5/4 FIBER CEMENT TRIM

WINDOW AS SCHEDULED

A7.1

FLUID APPLIED FLASHING PER SPEC @ RO

8' - 9"

TOP OF PLATE VIF

BACKER ROD AND SEALANT @ WINDOW JAMB

MASONRY MESH

SEALANT OVER BACKER ROD

8' - 2"

A3.2 A0.5

2' - 3"

8 1/2"

GALVANIZED LINTEL OR WRAP WRB OVER LINTEL AND FLASHING

BATHROOM

WRB 2' - 10"

3/8" GAP 11' -VENT 4 1/2"

WRB

LINTEL PER STRUCTURAL

FRY REGLET OUTSIDE CORNER FLASHING

11' - 41/2" 1/2"

EXTERIOR GYPSUM SHEATHING TYPE "X"

3' - 6"

FIBER CEMENT BOARD

9 A4.13

PATIO

4'X6' WALK OFF MAT PER FINISH SCHEDULE

4' - 11"

1 1/4"

1/2"

DRAINAGE MAT

3" = 1'-0" 2

LINE OF FLOOR ABOVE

12"

WOOD SILL PER SPECS AND FINISH SCHEDULE

FLUID APPLIED FLASHING PER SPEC @ RO

2 A1.1 CAST-IN-PLACE CONCRETE PATIO

W10

12"

MASONRY TIES PER STRUCTURAL

CONTINUOUS AB SEALANT

AC PORT

SHEET METAL HE

GWB RETURN BEYOND

SLOPE TO DRAIN

WDW HEAD AT BRICK

A7.1

WDW JAMB AT BRICK - PLAN PER PLAN

WINDOW AS SCHEDULED

WRB

9' - 1"

8' - 11"

3' - 9 1/4"

WINDOW AS SCHEDULED

FLUID APPLIED FLASHING PER SPEC @ RO

2' - 1"

LINEAR STRIP VENT PER CALC

RIGID INSULATION AS REQ

3' - 2"

3' - 8 1/2"

4' - 1"

102-D

NORTH

AIR SPACE

EXTERIOR GYPSUM SHEATHING TYPE "X"

WH1

THRU WALL D.S.

4' - 11"

WH1

A3.1

2' - 10"

FIRE ALARM CONTROL PANEL PER SFC 907.6.3.1

BATHROOM

STUDIO 103 335 SF

102-A

S.1

MASONRY VENEER ANCHORS PER STRUCTURAL OVER FLEXIBLE SELF-ADHERED MEMBRANE FIELD PATCH PER E WRB MEMBRANE MANUF RECOMMENDATIONS

LEVEL 1

1 1/4" = 1'-0" Level 1 Floor Plan WDW SILL AT HARDIE BAY

5' - 5 1/2"

100-A

2" AIR SPACE

WALL PER ASSEMBLY 8' - 9" SCHEDULE

5' - 3"

4' - 0"

2' - 3"

A7.10

103

1 A4.3

2 A4.2

CEMENT TRIM

SHEATHING FDC TWO-WAY STANDPIPE TYPE CONNECTION

VESTIBULE 70 SF

5' - 9"

102 BRICK PER SPEC

1 A4.14

PROVIDE PANIC HARDWARE AT EXIT GATE 5 1/2" X 1" FIBER

FLUID APPLIED FLASHING AC PORT PER SPEC101@ RO

100

A7.2

102-B

2' - 5"

D.S.

WH4

REF

3' - 2 1/2"

8' - 2"

MASONRY MESH 1/2" MIN

1/2" OVERHANG TYP E

PAINTED WOOD SUBSILL W/ DRIP EDGE

ENTRY 190 SF CENTRAL CONTROL FOR TWO WAY COMM SYSTEM PER SBC 1009.8.1 -ADJACENT TO FACP T 100-B

101-A SEALANT OVER BACKER ROD

WH2

6' - 0"

THICKENED FEATURE WALL W/ ART RECESS

W6 WINDOW AS SCHEDULED

109A

1' - 11"

109B

8" MIN

10' - 2" MIN

FLASHING

110A

103-B

6' - 1"

PROVIDE WEEP VENTS MIN 24" OC

ABV.

WINDOW AS SCHEDULED

3' - 5 7/8"

BACKER ROD AND SEALANT

MASONRY MESH

1' - 11"

FLASHING APRON FASTENS AT "L" METAL BACKDAM AND LAPS WRB

1' - 11"

INSIDE CLOSURE SECURED W/ SE

PHENOLIC RESINAREA PANEL, TYP DPD STAMP

SEALANT OVER BACKER ROD

PANEL CLIP & FA

LINEAR STRIP VENT PER CALC

GALVANIZED LINTEL OR WRAP WRB OVER LINTEL AND FLASHING

2' - 5 1/8"

110B

LAP WRB OVER H

1 1/4"

6' - 10"

BACKER ROD AND SEALANT BETWEEN WINDOW AND SUBSILL

BLOCKING AS REQ

5' - 0"

103-C

100-D STORAGE 17 SF

COMM 12 SF

3" = 1'-0"

2' - 4"

FUR WALL TO CONCEAL STEM WALL AND COL RATED SHEATHING.

100-C 3' - 4 3/4"

WDW JAMB AT BAYW4- PLAN

4' - 1 1/4"

5' - 0" 1

WOOD SILL PER SPECS AND FINISH SCHEDULE 2' - 4 3/4"

WRAP 1-HR RATED SHEATHING AT ALL STL COLS, SEE 3/A5.2 FOR TYP DETAIL

A7.10

1' - 5"

1 BED, 1 BATH 101 CONTINUOUS AB SEALANT 454 SF

MAIL ROOM 33 SF

ABV.

111A

D.S.

103-A

FURRED WALL

A7.1

1' - 1"

COLUMN PER STRUCTURAL

4' - 2"

10' - 1 1/2"

1.1

101-F

D.S.

8' - 11"

101-D 5' - 9"

7' - 4 5/8"

W7.1

S.2

111B

2'X4' WALK OFF MAT PER FINISH SCHEDULE

2' - 9 7/8"

101-C

D.S.

1 A4.1

101-E

WH1

2' - 4 1/2"

19' - 0 3/4"

1.2

A7.2

AC PORT

7' - 5 3/4"

1' - 9" 1

2x4 FURRED WALL

WINDOW AS SCHEDULED

3 A4.3

WH2

2' - 3 1/4"

8 1/2" 6' - 6 3/4"

3' - 10"

36' - 11 1/2"

3" = 1'-0"

30"X30" FS EQUIP W7 3 4' - 0"

100-E

PER PLAN

FLUID APPLIED FLASHING PER SPEC 12" @ RO

12"

LINTEL PER STRUCTURAL

100-F

FURRED WALL

AEP SPAN FLEX PANEL EXTERIOR GYPSU SHEATHING TYPE

JEFFREY ALFRED PELLETIER STATE OF WASHINGTON

FLUID APPLIED FLASHING PER SPEC @ RO

FRY REGLET OUTSIDE CORNER FLASHING

LINE OF STEEL CANOPY ABOVE

1.1

CONTINUOUS AB SEALANT

DRAINAGE MAT

ELEVATOR

REGISTERED ARCHITECT

9858

R11' - 11"

5' - 1"

WRB

FACP

6' - 7 1/4"

WDW HEAD AT HARDIE BAY W7.1

2.1

3' - 0 1/2"

CLR 10' - 5"

UTILITY LOW VOLTAGE W1 DEMARK

RPBA

HOUSE POWER CT ENCLOSURE

3' - 1"

W5.1

ER CH

RESIDENTIAL METER STACK

ELEVATOR CONTROL ROOM BACKER ROD 311 AND W5.1SEALANT 39 SF " -0 2' 6' - 8 1/2"

2' - 4 1/2"

11' - 9 1/4"

ET TR ES NC " LA -0 BU 7' AM

REDUCED PRESSURE BACKFLOW ASSEMBLY

CLR

PLUMBING/ ELECTRICAL/ FIRE SPRINKLER ROOM 313 102 SF

HOUSE PANEL

W5.1

11' - 2 1/2"

WATER HEATERS

9 R @ 6 3/4" 14' - 10 1/2"

3' - 6"

EXTERIOR GYPSUM SHEATHING TYPE "X"

FLUID APPLIED FLASHING PER SPEC @ RO

3' - 8 1/2"

1' - 4"

5' - 4 1/2"

WINDOW AS SCHEDULED

8 1/2" MAX PER ICC A117.1

100-H

3' - 0"

FIBER CEMENT BOARD

CLR. STAIRS 127 SF

4' - 6 1/4"

100-I

MASONRY CL TIES PER STRUCTURAL

1 A4.5

3' - 11 1/4"

D.S.

EXTERIOR GYPSUM 7' - 3 1/2" SHEATHING TYPE "X"

RIGID INSULATION AS REQ

100-G

4 3/4"4' - 6 1/4"

CLR

7' - 4 1/4"

STAIRWAY SHALL BE PRESSURIZED PER SBC 903.3.1.1

JOINT SEALANT

REF

1/4" GAP

6' - 1 1/2"

4' - 0"

SHEET METAL HEAD FLASHING

6' - 3"

100-J

1/4" MIN VENT GAP

2' - 7 1/4"

1 A4.2

LINE OF FLOOR BASE REGLETABOVE

5' - 4 1/4"

12' - 7 1/2"

2 LAYER 5/8" TYPE X GWB AT CEILING

EXTERIOR GYPSUM SHEATHING TYPE "X"

12' 1/2" 3' --76"

2' - 7"

516 SF 370 SF 371 SF 1,257 SF 189 SF 189 SF 605 SF 167 SF 772 SF 2,218 SF

2' - 5"

A3.3

9' - 1"

5' - 0"

5/4 PAINTED WOOD SILL BEYOND

AREA

7' - 0"

3' - 2"

9' - 3"

1 A4.3

5' - 2 1/2"

3' - 3"

MAILBOXES

4' - 6"

FLUID APPLIED FLASHING PER SPEC @ RO

A3.4

37' - 11"

2' - 3 1/4"

5' - 4"

16' - 8"

2 A4.2

LAP WRB OVER HEAD FLASHING

K.1

3 1/2" 3 1/2"

13' - 1"

DRAINAGE MAT

1.1

UNIT 101 2" UNIT 102 UNITAIR 103 SPACE RESIDENTIAL DECK/PATIO EXTERIOR ENTRY UTILITY COMMON LEVEL 1 TOTAL

76' - 8" 2' - 0"

NAME

NOTE: FOR EVERY 10 SF OF OVER-FRAMED CRICKETING PROVIDE (3) 2 1/4" ROUND HOLES IN THE ROOF SHEATHING W/ A MINIMUM SEPARATION OF 6" BETWEEN HOLES, TYP.

FIBER CEMENT BOARD

LEVEL 1 - AREA SUMMARY

304 & 310 10TH AVE E SEATTLE, WA 98102

24 si/lf ea. - 25% reduction = 18 si/lf 2076.48 si / 18 si/lf = 115.36 lf

OW N E R:

2163 sf (2163 sf / 150) x 144 si/sf = 2076.48 si

2" SCREENED VENT: TOTAL VENTILATION REQUIRED:

PROVIDE: 115.36 LINEAL FEET OF 2" SCREENED VENT

COMBINED CARBON MONOXIDE AND SMOKE DETECTOR

ROOF AREA: VENTILATION REQUIRED:

KING CHAPMAN APARTMENTS

FLOOR DRAIN

P ROJ E C T A D D R ES S:

DOWNSPOUT

10' - 9 1/2"

ROOF VENTILATION TO CONFORM TO SRC SECTION R806

EXHAUST FAN

D.S.

WALL SECTION DRAWING NUMBER SHEET NUMBER

6' - 1"

A.1

ARCHITECTURAL DETAIL DRAWING NUMBER SHEET NUMBER

BRICK VENEER

8 1/2"

A NEW ‘HOME’ ON CAPITOL HILL

SIM

1 A101

BUILDING SECTION DRAWING NUMBER SHEET NUMBER

CONC. WALL

ROOF VENTILATION CALCULATION

26' - 2"

SIM

1 A101

DOOR NUMBER

SIM

10' - 2"

A1.0

3/8" VENT GAP

LEVEL 1F4 332' - 6"

LEVEL 4 362' - 3"

3' - 6"

T XXX 101

1/2" @ JAMBS AND HEAD FOR METAL CLAD WINDOWS

E E

INTERIOR ELEVATION DRAWING NUMBER SHEET NUMBER

6' - 1"

8 SIM

UNINSULATED WALL

1/2"

1 A1.0

INSULATED WALL

SIMILAR ELEMENTS, UNO WALL FRAMING PER STRUCTURAL - VERIFY ALL STRUCTURAL ELEMENT LOCATIONS WITH FRAMING PLANS SEE ASSEMBLIES ON A9.7 FOR SPECIFIC WALL ASSEMBLIES LOCATE DOOR ROUGH OPENINGS 3" OFF FACE OF PERP. WALL (TO HINGED SIDE OF THE DOOR), UNO ALL FINISH FLOOR MATERIALS TO ALIGN WITH ADJACENT FLOOR FINISH PER SBC 1009.8 A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT ELEVATOR LANDINGS ON ALL FLOORS ABOVE THE LEVEL OF EXIT DISCHARGE. THE SYSTEM SHALL COMMUNICATE BETWEEN EACH LOCATION PER 1009.8.1 AND HAS DIRECTIONS POSTED IN ACCORDANCE WITH 1009.8.2 ALL HEADERS SHALL BE R-10.

2. 3. 4. 5. 6.

FLOOR ELEVATION

BUILDING ELEVATION DRAWING NUMBER SHEET NUMBER

TOP OF PLATE VIF

+146.67 (E)

NORTH ARROW 8 SIM

LEVEL 4 362' - 3"

WDW JAMB AT METAL - PLAN

W2 3 3" = 1'-0" Wall Section

WEST WALL SECTION A 1/2" = 1'-0"

ZEE FLASHING WRB

PANEL CLIP A

AEP SPAN FLE METAL PANEL TO PLYWOOD

LE EXTERIOR GYP SHEATHING36TY

SAGE SHORELINE TOWNHOMES, Shoreline WA A NEW ‘HOME’ ON CAPITOL HILL SHEET METAL CAP FLASHING W/ CLEATS O/ ROOFING MEMBRANE O/ SLOPING SHIM O/ FAFM O/ 1/2" CEDAR PLY CONTINUOUS 1-1/2" X 2-1/2" PT NAILER BLOCK @ EACH SIDE

SHEET METAL CAP FLASHING W/ CLEATS O/ ROOFING MEMBRANE O/ SLOPING SHIM O/ FAFM O/ 1/2" CEDAR PLY CONTINUOUS 1-1/2" X 2-1/2" PT NAILER BLOCK @ EACH SIDE

LAP TPO MEMBRANE UP WALL A MINIMUM OF 8"

COMPOSITIONAL ASPHALT ROOFING SHINGLES

LAN

2' - 4 5/8"

ER P

FINISH DECKING OVER SLOPING SLEEPERS SINGLE PLY TPO ROOFING MEMBRANE PER SPEC - LAP W/ BWM @WALL

WRB, CLASS II VAPOR RETARDER MAINTAIN 1" MIN GAP BETWEEN SHEATHING AND UNDERSIDE OF ROOF SHEATHING

LAP TPO MEMBRANE UP WALL A MINIMUM OF 8" FINISH DECKING OVER SLOPING SLEEPERS SINGLE PLY TPO ROOFING MEMBRANE

PLYWOOD SHEATHING OVER FRAMING PER STRUCTURAL

SHEATHING PER STRUCTURAL NO OSB ALLOWED

PLYWOOD SHEATHING O/ FRAMING PER STRUCTURAL

MIN.

SLO PE P

36" MINIMUM A.F.F.

3/8" MIN. VENTILATION GAP @ T.O. PANEL, TYP.

T.O. DECKING WET FLASH AT ROOF EDGE AND PERIMETER

MINERAL WOOL BATT OR BLOWN-IN INSULATION R-38

T.O. DECKING THRU WALL SHEET METAL SUPPER LINER, LOCATED PER PLAN LAP ROOFING MEMBRANE THROUGH SCUPPER LINER AND ATTACH W/ ADHESIVE

FIBER CEMENT SIDING PANEL W/ AIR SPACE

MTL DRIP EDGE

WD FASCIA

MTL GUTTER PER ELEVATIONS

GWB SEALED @ CEILING EDGES W/ CONTINUOUS BEAD SEALANT

MTL GUTTER W/ 3" DIA. DOWNSPOUT, LOCATE PER PLAN

2" PERFORATED MTL VENT STRIP, CONTINUOUS

PAINTED GWB CLASS III VAPOR RETARDER

WD SOFFIT

WRB, CLASS II VAPOR RETARDER SEAMS SEALED, WRAPPED TO UNDERSIDE OF

MINERAL WOOL BATT INSULATION R-23

CEMENT FIBER SIDING SHEATHING PER STRUCTURAL NO OSB ALLOWED

3" RIGID INSULATION R-12 MIN. INSTALLED DIRECTLY ABOVE PLYWOOD

VARIES PER PLAN

TYPICAL ATTIC - VENTED

1 1/2" = 1'-0"

FIBER CEMENT SIDING PANEL W/ AIR SPACE

3" RIGID INSULATION R-12 MIN. INSTALLED DIRECTLY ABOVE SHEATHING

TYPICAL PARAPET @ 3RD LEVEL ROOF DECK (UNVENTED) 1 1/2" = 1'-0"

TYPICAL PARAPET @ SCUPPER (UNVENTED) 1 1/2" = 1'-0"

4" DOWNSPOUT FROM ABOVE (WHERE INDICATED), LOCATION PER PLANS 3" DRAIN TO 4" DOWNSPOUT BELOW, LOCATION PER PLANS

Concept Rendering BACKSPAN PER STRUCTURAL

FLASH OVER TOP OF FASCIA, ADHERE Sage Shoreline Townhomes 2017070.00 MEMBRANE TO FLASHING Neighborhood Meeting

BUILT-UP SLOPE PER PLANS (1/4" PER FOOT MINIMUM)

2" EXPOSUR

Scope: Concept Design, Permit Drawings 155th STREET BUILDING ELEVATION & MATERIAL PALETTE Client: Sage Homes Status: Completed 2019

WALL ASSEMBLY PER SECTION RIGID INSULATION, R-10 MINIMUM

Responsibilities y Community Meeting y Concept Design y Permitting

HEADER PER STRUCTURAL

N OT E S: • • • •

CEMENTITIOUS PANEL FASCIA, SET BOTTOM 1/2" BELOW BOTTOM OF SOFFIT

45’ HEIGHT LIMIT

1-1/4" MINIMUM OUTER DIMENSION CONTINUOUS HANDRAIL, 1-1/2" CLEAR AT WALLS & ENDS

5/8" TYPE-X GYPSUM WALL BOARD

PROPERTY LINE

1 1/2" = 1'-0"

WALL ASSEMBLY PER SECTION

WHITE TRIM WINDOWS

MIN R-10 INSULATION AT EDGE OF SLAB

PAINTED FIBER CEMENT BOARD & BATTEN (BLUE)

6 3/16"

1 1/2" = 1'-0"

HEADER

PAINTED FIBER CEMENT SIDING (BEIGE)

NOTE : 1- HOUR RATING PER GA FILE NO. FC 542O NO AWNING VENTING ALLOWED

6'-8" MINIMUM HEADROOM

A-34 FRAMING ANCHOR

10"

(1) LAYER 5/8" GYPSUM WALL BOARD BELOW STAIRS ENTRY TRELLIS (3) 2x12 STRINGERS

7 3/4"

MIN.

MAX.

The client purchased a property in the growingWOOD City of Shoreline. FRAMED AWNING 6 We prepared a capacity plan of the site to understand how many units could fit within the city’s development code. We confirmed that a row of 6 townhomes could fit. The design of the townhomes featured gable roofs to compliment the more traditional character of the neighborhood. Each home included 3-bedrooms, 2 1/2 baths, flex room and master suite with deck.

FRAMING PER STRUCTURAL CEDAR SOFFIT STAINED TO MATCH SIDING

DOOR OR WINDOW

MIN.

WALL ASSEMBLY PER SECTION

GUARDS ON OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A 4-1/8" SPHERE OPEN RISERS ARE PERMITTED, PROVIDING THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4" DIAMETER BALL MINIMUM 3/4" DEEP NOSING REQUIRED FOR TREADS LESS THAN 11" DEEP HANDRAILS TO CONFORM TO SRC R311.7.8

3/4" - 1 1/4"

FIRE BLOCKING @ MID-SPAN @ WALL ALONG STRINGER BETWEEN STUDS AND TOP AND BOTTOM OF STAIRS

2x4 THRUST BLOCK STAINED PINE PANELING (ACCENT)

PROPERTY LINE

STAIR DETAIL 1" = 1'-0"

155TH STREET ELEVATION (NORTH)

Concept Elevation

SLAB ON GRADE DETAIL 1 1/2" = 1'-0"

Section

215-221 WEST SPENCER STREET, Ithaca, NY C R E AT I N G A H I L L S I D E P O C K E T CO M M U N I T Y

Conceptual Elevation

Perspective Rendering

Scope: Construction Documents, Construction Administration Client: PPM Homes Cost: $1.50 million Status: Completed September 2017 Responsibilities y Construction Documents y Systems & Structural Coordination y Participate in OAC Meetings y Constructing Administration The proposed multi-family pocket neighborhood comprises of four smaller buildings, two fronting West Spencer Street and two fronting West Cayuga Street. They are connected by a landscaped series of stairs and terraces going up the hill, effectively creating a new pedestrian connection between the two streets. Each of the four buildings are three stories tall and contain three dwelling units for a total of 12 units.

Construction

ADA’S TECHNICAL BOOKS EXPANSION Seattle, WA UETTE SEATING - OPTION 2

FINISH PALLETTE - OPTION 2

MERGING TWO BRANDS INTO ONE

BAR COUNTERTOP

WALLCOVERING

WALL TILE

CROWN MOULDING

FINISHPALLETTE PALLETTE- OPTION - OPTION2 2 FINISH BAR COUNTERTOP BAR COUNTERTOP WHITE DIAMOND QUARTZ | SILESTONE

WALL TILE WALL TILE FINISH

PALLETTEWALLCOVERING -WALLCOVERING OPTION 2

AUSTIN - CUSTOM COLORS| FIRECLAY

BAR COUNTERTOP

FLOORING

DIAMOND QUARTZ | SILESTONE WHITEWHITE DIAMOND QUARTZ | SILESTONE

FLOORING FLOORING

BAR ACCENT

WAVY LINES - MURALS WALLPAPER

WHITE - RESIDENTIAL CROWN MOULDING

BANQUETTE

WALL

- MURALS WALLPAPER WAVY WAVY LINES LINES - MURALS WALLPAPER

- RESIDENTIAL CROWN MOULDING WHITEWHITE - RESIDENTIAL CROWN MOULDING

WHITE DIAMOND QUARTZ | SILESTONE BAR ACCENT BAR ACCENT

AUSTIN - CUSTOM COLORS| FIRECLAY BANQUETTE BANQUETTE

WAVY LINES - MURALS WALLPAPER WALL WALL

AUSTIN- CUSTOM COLORS| FIRECLAY

STARDUST (EBONY) - HYGGE & WEST

Scope: Conceptualization, Permitting, CA • The POS begins with Technical the merchandise shelving so they can browse while Client: Ada’s Books waiting to order their coffee. Status: Under Construction

THE BOOK BOOTH - OPTION 2 SEASMIST | ATELIER DUCHATEAU SEASMIST | ATELIER DUCHATEAU

AUSTINCUSTOM COLORS| FIRECLAY AUSTINCUSTOM COLORS| FIRECLAY

SCALE: NTS

PAGE:

STARDUST (EBONY) - HYGGE & WEST STARDUST (EBONY) - HYGGE & WEST

LAQUERED CLEARCLEAR LAQUERED ELM ELM

Finish Palette PROJECT FUEL COFFEE - CAPITOL PROJECT NAME:NAME: FUEL COFFEE - CAPITOL HILL HILL SEASMIST | ATELIER DUCHATEAU PROJECT NUMBER: 2020035.00 PROJECT NUMBER: 2020035.00

• The banquette area is open and full of light.

PROJECT ADDRESS: 610AVE 19THE |SEATTLE, AVE E |SEATTLE, WA 98112 PROJECT ADDRESS: 610 19TH WA 98112

• The bead board and soft user lighting provides intimacy to the casual reader. Responsibilities

2020.08.11 DATE: DATE: 2020.08.11 AUSTIN- CUSTOM COLORS| FIRECLAY LAYOUT A LAYOUT A SHEETSHEET NAME:NAME:

CLEAR LAQUERED ELM

SCALE:SCALE: NTS NTS

PAGE: PAGE:

PROJECT NAME: FUEL COFFEE - CAPITOL HILL

DATE: 2020.08.11 SHEET NAME: LAYOUT A

PROJECT NUMBER: 2020035.00

• The coves is an opportunity to display things relative to either brands y ceiling Production Drawings oryseasonal themes. Permitting

DATE: 2020.08.11 SHEET NAME: LAYOUT A

PROJECT ADDRESS: 610 19TH AVE E |SEATTLE, WA 98112

ADVANTAGES

BANQUETTE

BAR ACCENT CLEAR LAQUERED ELM

PROJECT NAME: FUEL COFFEE - CAPITOL HILL PROJECT NUMBER: 2020035.00

Concept Elevation

WALLCOVERING

WALL TILE

- CUSTOM COLORS| FIRECLAY AUSTINAUSTIN - CUSTOM COLORS| FIRECLAY

FLOORING SEASMIST | ATELIER DUCHATEAU

CROWN MOULDING CROWN MOULDING

PROJECT ADDRESS: 610 19TH AVE E |SEATTLE, WA 98112

SCALE: NTS

Interior Design

The owner’s of Ada’s Technical Books acquired Fuel Coffee doubling their footprint from 2 locations to 4. The owner approached us to provide interior PROJECT NAME: FUEL COFFEE - CAPITOL HILL DATE: refreshes to their three newly acquired locations. The challenge was to PROJECT NUMBER: 2020035.00 SHEET NAME: integrate the aesthetic of both brands into a cohesive whole. PROJECT ADDRESS: 610 19TH AVE E |SEATTLE, WA 98112

2020.08.11 RENDERING - BANQUETTE SEATING

SCALE: NTS

The solution brings natural textures found in the original Ada’s Bookstore and combine them with natural textures to soften and scale the space. We extended the crown moulding and added colors complementary to the Fuel orange logo color.

Concept elevation with book shelving

ADVANTAGES

PAGE:

THRIVE DOCKSIDE AMENITY BUILDING BRINGING A NEW LIFE TO AMENITIES 2

C D

63' - 10" 9' - 6"

22' - 4"

16' - 0"

2 I-400

2 I-500

3 I-401

1 Sim I-500

C DUCT PER MECHANICAL

1 I-500

R1 5"

22 GA METAL FLASHING W/ DRIP EDGE ON SELFADHERED MEMBRANE TO WRAP FASCIA

5" 2"

3" RIGID INSULATION

1 I-401

EXISTING ROOF

OVE C

4 Sim I-500

EXISTING TRUSS

(E) FIRST FLOOR 0"

9858

10' - 0 1/4"

7' - 7"

LOBBY

REGISTERED ARCHITECT

POOL EQUIPMENT

(E) FIRST FLOOR 0"

(E CLUBROOM 12

8' - 11 1/2"

JEFFREY ALFRED PELLETIER STATE OF WASHINGTON

LOBBY

(E) BELOW GRADE -4' - 1"

UNVENTED ROOF ASSEMBLY PER SCHEDULE

ROOF OVERFRAMING - TYP

DOCKSIDE APARTMENTS

ROOF JOISTS PER STRUCTURAL SIDING TO MATCH EXISTING

SEALANT BETWEEN WRB & ROOFING MEMBRANE WRB, LAP OVER FLASHING

(2) LAYERS 5/8" TYPE X EXTERIOR SOFFIT BOARD

PRIMED 5/8" TYPE 'X' EXTERIOR GYPSUM SHEATHING STRIP VENT EXTERIOR SIDING TO MATCH EXISTING

INSECT SCREEN

10"

SEALANT BETWEEN WRB & FLASHING

CONT. METAL FLASHING W/ HEMMED DRIP EDGE, PAINT TO MATCH CLADDING

EXTERIOR GYPSUM BOARD

2" MIN.

TYP LOBBY SECTION 1/4" = 1'-0"

6'-2 1/2"

M A RK GLULAM BEAM PER STRUCTURAL

ROOFING MEMBRANE, TURN UP WALL 10" MIN.

3 I-401

3 POOL EQUIPMENT 11

LOBBY 1

RE VI SI ON S

1/2" TYP.

Responsibilities y Design Development y Detailing y Permit Correction Responses

JURISDICTION STAMP AREA

R-38 CLOSED-CELL SPRAY FOAM INSULATION. SEAL TIGHT TO BLOCKING AND SHEATHING ABOVE

THRIVE - GARY BENDER

1 1/2" = 1'-0"

Scope: Permit Drawing Client: Thrive Development Status: Permitting

2X FULL DEPTH BLOCKING

OW N E R:

1/4" = 1'-0"

1/2" = 1'-0"

23605 62nd Ave S, Kent, WA

ROOF OVERFRAMING - WITHSECTION FIRE WALL 1 ENTRYWAY

ENTRYWAY SECTION @ CANOPY COLUMN - TYP

P ROJ E C T A D D R E SS:

Entryway Section

D AT E

1 06/ 22/ 2020 2 09/ 04/ 2020

RECEPTION 2

D E SC RI P T I ON

CYCLE 1 PERMIT CORR CYCLE 2 PERMIT CORR

EXTEND SAM FROM ROOF SHEATHING UP FACE OF WALL, LAP UNDER ROOFING MEMBRANE 3" MIN.

I-701

NORTH

2 I-400

0' I-702 1

16'

BLDG A T.0. PLATE 8' - 1" NON-COMBUSTIBLE CANT STRIP, IF REQUIRED BY MANUF.

LOUNGE 10

FLASHING (2) LAYERS 5/8" TYPE X EXTERIOR SOFFIT BOARD

TYP. ROOF TO WALL FLASHING

VENT STRIP

3" = 1'-0"

D AT E

The client recently purchased an older townhouse development that needed updating to reflect new amenity needs. The existing amenity building was two buildings that shared a common covered breezeway. The proposed design enclosed the breezeway through a common lobby. i was responsible for designing a new roof between the two existing roofs. My work included conceptual design for the roof and its detailing, which includes sections, details that met building and energy code.

D E SC RI P T I ON

03.20.2020 LOBBY

DOOR AS SCHEDULED

AIR BARRIER

R E F E R T O I - 2 0 2 , I - 2 03 F O R N O T E S A N D D I M EN SI O N S

OFFICE 1 3

I SSUA N C E S

PERMIT DOCUMENTS

06.22.2020

CYCLE #1 CORR

09.04.2020

CYCLE #2 CORRECTIONS

2 EQ

TOPPING SLAB

EQ CL

9' - 6"

TAPE OR MASTIC VAPOR BARRIER TO CONCRETE

R-10 (2") PERIMETER RIGID INSULATION

6' - 2 1/2" CL

CAST IN PLACE CONCRETE PER STRUCTURAL

CONT. TAPE AT BASE VAPOR BARRIER WITH FULLY TAPED JOINTS (PER SPEC)

(E) FIRST FLOOR 0"

4" RIGID INSULATION

TYP. THERMAL BREAK AT SLAB EDGE 3" = 1'-0"

BOA RD & VE L L UM P ROJ E C T # :

2019118.00

1 2' - 6"

SOFFIT CEILING

CLEAR

RECEPTION

SLAB ON GRADE CONC PER STRUCTURAL

(2) LAYERS 5/8" TYPE X GYMPSUM WALL BOARD

1 1/2" = 1'-0"

BLD

2X4 STUDS @ 16" O.C. MIN 3" BATT INSULATION

4 Sim I-500

NG TRUSS

OPEN

STEEL POST PER STRUCTURAL CONC PLINTH FOOTING PER STRUCTURAL

RECEPTION BEYOND

EXIS

OPEN LOBBY

CL 1' - 1 1/2"

BLDG A T.0. PLATE 8' - 1"

1/2" FURRING

BEAM PER STRUCTURAL

EL C

13' - 3 1/2"

2' - 11 3/4"

BLDG A T.0. PLATE 8' - 1"

(2) LAYERS 5/8" TYPE X EXTERIOR SOFFIT BOARD

(2) LAYERS 5/8" TYPE X GYMPSUM WALL BOARD

1 I-401

CONT STRIP SOFFIT VENT PROVIDE J-METAL TO SOFFIT EDGE AND CORROSION RESISTANT SCREEN, TYP

OPEN

SHEATHING AND NAILING PER STRUCTURAL

5 Sim I-500 R1

1X FASCIA

PER STRUCTURAL

12' - 6"

5 Sim I-500

ROOFING MEMBRANE

13' - 4"

10"

16' - 0"

M A T C H LI N E

A H J P ROJ E C T # : P L O T D AT E :

2020.09.04 1 I-401

E X T E RI OR D E T A I L S 4" DIA WEEPING PIPE. PIPE TO BE ON 2" OF GRAVEL PER STRUCTURAL SPECS.

R-10 PERIMETER INSULATION PER C402.2.6

Typical Entry Wall Section WINDOW WALL - ENTRANCE SECTION, TYP 1

1" = 1'-0"

13' - 3 1/2"

SH E E T N O. :

I-500Proposed Lobby Plan 3

PROPOSED LOBBY - ENLARGED PARTITION PLAN 1/4" = 1'-0"

STUDENT AGENCIES INC, Ithaca, NY A STUDENT CENTER FOR ENTREPRENUERSHIP

Co-working Interior space

Illustrative 2nd Floor Plan

Scope: Construction Documentation Construction Administration Client: Student Agencies Inc. Phase I: $2.8 million Status: Completed August 2016 Responsibilities y Construction Documents y Construction Administration y Code Analysis y FFE & Systems Coordination 409 College Avenue is a renovation of the 2nd, 3rd floor and ground floor lobby of an existing 4-story building in Collegetown Ithaca. The program includes a creation of a vibrant new office for Student Agencies, Inc., their affiliated not-for-profit, and their student-run companies and eHub, a business incubator geared to Cornell students. Scope of work included production and project management from concept through completion.

Original Facade

New Facade

STAN SHERIFF ARENA BOOSTER CLUB ROOM, Honolulu, HI BUILDING ON THE WINNING TRADITION

Rendering

Scope: Conceptualization (Pro-Bono) Client: Hawaii Foundation/University of Hawaii Athletics Phase I: Cabinets $12,000 (Completed 2010) Phase II: Full Buildout $120,000 (Pending Funding) Responsibilities y Client Engagement y Design Conceptualization

Built in 1994, the University of Hawaii at Manoa’s Stan Sheriff Center is the premier arena sport venue for the flagship University. I was approached in 2009 by Booster Club leadership for Arena Sports to transform their club room into a multifunctional space to serve the clubs, players and coaches’ related functions. A few years later, from that relationship, the athletic department approached me to create some concepts for the “H-Club”. The H-Club is a new tier for specific donors which provides access to a special reception room before games and tournaments. The concept reuses court flooring as an accent wall sheating to feature a new bar and trophy/memorabilia backdrop. TV’s sports tickers and flexible seating arrangements.

Rendering of bar seating and trophy backddrop

AIEA PUBLIC LIBRARY, Aiea, HI B R I D G I N G T H E PA S T, B U I L D I N G T H E F U T U R E

Interior Rendering

As-Built

Scope: Conceptualization, Construction Documentation Client: State of Hawaii Libraries Cost: $8.9 million Status: Completed March 2014 The new Aiea Public Library is located on, and inspired by, the former Aiea Sugar Mill. It replaced a former library on a different site which lack sufficient capacity to serve the growing Aiea community. The 17,135 square foot building contains stack space for approximately 78,000 books along with a circulation desk, workroom, childrenâ&#x20AC;&#x2122;s reading room and other support spaces. The interior space features exposed structural elements HVAC ducts, and an abundance of daylight through clerestories, skylights, and views of Pearl Harbor. A tall gable glass facĚ§ade serves as the focal point for pedestrians and drivers coming up Aiea Heights Drive

Responsibilities y Concept Development y Client/Community Presentations y Specifications & Materials y Sustainability Lead y Details

Former Site - Aiea Plantation

Exterior Approach View

MOLOKAI HIGH SCHOOL NEW SCIENCE BUILDING, Hoolehua, HI BUILDING EQUITY & SCHOOL PRIDE

Exterior Perspectivve

Scope: Architecture, Interior Design, Space Planning, Site Planning Client: State of Hawaii Department of Education Cost: $3.75 million Status: Completed 2014 Responsibilities y Client Engagement y HI-CHPS Workshops y Design Conceptualization y Construction Management y Post-Construction Implementation

Site Analysis

The new science classroom building for this rural town on Molokai provides the school with itâ&#x20AC;&#x2122;s first proper science laboratory spaces. Building costs on these islands are doubled so it was important to the community that this project showed equity in quality and facilities to another school in metropolitan Honolulu. The program includes two science classroom labs (1,730 sf), shared teacher prep room (300 sf), restroom and utility rooms. The building will be designed to be energy efficient through the use of natural daylighting, ventilation, and energy efficient lighting fixtures and rooftop PV system. The total program area is approximately 4,500 SF. The building is sited to maximize daylighting and natural ventilation, rainwater harvesting, and catchment basin that can be used by students as a hawaiian garden.

Interior Perspective

15TH AVENUE EAST OUTREACH AND WORKSHOP, Seattle, WA GIVING A COMMUNITY A VOICE

Over 80 community members attended the event

Listening to community member’s hopes and ideas for their neighborhood.

Scope: Community Outreach, Report Client: 15th Avenue East Community (Pro bono) Status: Completed Responsibilities y Project Management y Workshop planning and setup y Community outreach/communications

Spurred by the need for a unified voice, our office teamed with Environmental Works to engage the neighborhood in a conversation about their hopes and dreams for 15th Ave East which became a community event attended by approximately 85 people. We asked, “What are your best ideas for the future of 15th Avenue East?” and together with attendees, we identified challenges, opportunities and goals to establish a community vision. The workshop findings were documented in three reports with the goal of facilitating feedback between community members, developers, and the City. Today, our pro bono effort has unified the voices of 15th Ave E and provided tools the community continues to build upon.

Community telling us what they want to see on their neighborhood shopping street.

15TH AVENUE EAST OUTREACH AND WORKSHOP, Seattle, WA A SUMMARY OF YOUR

A S U M MARY OF YOUR

A SU MMARY O F YO U R COMMUNITY WORKSHOP

COM M U N IT Y W O R K S H O P

COM M UNITY WORK S HOP

Presented By :

UPCOMING DEVELOPMENT ON 15TH AVEnUE From Mercer to Denny, what’s going up, going down, or being remodeled on 15th Avenue?

Apollo Nails & Spa

E Mercer Street

Canterbury Ale House

PENDING SALE

The Patio Fine Thai Cuisine European Vine Selections Alternations Plus Dry Cleaning Nuflours Bakery

Hilltop Service Station

PART

Olympia Pizza & Spaghetti House III Harry’s Bar

PART 2

PART 3

P r esent ed B y :

Wax On Spa Quality Framing

Presented By : 1

Result is a 3-part report summarizing ideas, student proposals, and an advocacy toolkit

Walgreens Liberty Flowers on 15th Jamjuree Hopvine Pub E Republican Street

Uncle Ike’s Capitol Hill

Shop Rite Take 2 Rudy’s Barbershop QFC

E Republican Street Cafe Ladro Splanger Insurance

future development

15th Avenue East

Costal Kitchen Ada’s Technical Books and Cafe Casita International The Red Balloon Company Superb Cleaners Victrola Coffee and Art Rainbow Natural Remedies

E REPUBLICAN STREET - E HARRISON STREET

Environmental Works Station 7

Tim’s Barber Shop Bar Vacilando The Wandering Goose Rione XIII

WEST SI D E

E Harrison Street E Harrison Street

E REPUBLICAN ST

Palermo Pizza & Pasta The Shop Agora Capitol Hill Vision

Subway Le Cedrus Nails Bamboo Vietnamese Restaurant Modern Steep Organic Tea

Kanak Cuisine of India Nuture Ritual Smith Starbucks Coffee Sugar Plum The Red Chair Salon

E HARRISON ST Key Bank

E Thomas Street

Moli Bento Capitol D Cafe Group Health 1-800-flowers 4 Gift Seattle

Aquarian Foundation

PER C EI VED SI T E C H A L L EN G ES: •

Cars create traffic hazards when parked on the sidewalks of Harrison + 15th, and Republican + 15th.

•

One story buildings are underutilizing the real estate

•

The corner of Republican and 15th is cluttered/crowded

•

The stop light at Republican and 15th is poorly timed which causes people to jaywalk.

E Thomas Street

Safeway

$400 Mil improvements

E John Street

C O MMU N I T Y SU G G EST I O N S :

The westside of the block is defined by a series of one story buildings with a variety of facades and small business. Each facade varies in length and texture, creating a pleasant cadence of interest for pedestrians. Overall, this block is dominated by small businesses with large street-facing windows. The buildings are primarily from the 1930 -40’s and retain much of their historic character. The businesses are a mix of retail and restaurants with a barber shop, dry-cleaner and insurance office. This mix of small businesses provides a variety of amenities and attracts a range of customers throughout the day and night. Sidewalks

on the south end of the block are wide enough for many people to walk comfortably and accommodate sandwich boards, café seating, street signs and bike parking. Some stretches of the sidewalk are covered with large metal awnings, along the historic Piggly Wiggly building, the newer Red Balloon building and the Café Ladro building. The sidewalk narrows and becomes more cramped in front of Spangler Insurance and Café Ladro at the corner of Republican and 15th. There is one street tree that is showing signs of stress in front of Café Ladro in a tiny, derelict planting bed. The placement of the tree, the adjacent bus stop and light pole obstruct circulation.

•

Ada’s is a prime example of “pedestrian friendly business”

•

Keep small businesses, add new retail spaces that have the same size and differentiating character as the exist-

E John Court Kaiser Permanente Bakery Nouveau

ing businesses. •

Retain historic building character and add 2-3 stories set back from street

•

Add curb bulbs and revise traffic stop at Republican and 15th.

•

Improve crosswalk delineation through special paving, tabletop crosswalks, paint, or other marking

•

Add street trees where possible.

4 Story Mixed Use Board & Vellum Teriyaki Madness Aviv Hummus Bar

Kaiser Permanente Drizzle & Shine

7 - Eleven

Proposed DEVELOPMENT / Land for sale 6

Block Improvement Descriptions based on community feedback

Properties destined for redevelopment within the next 5 years.

CONCEPT PLAN - CIRCULATION

SE STEUBEN COUNTY LIBRARY FACILITIES REPORT, CORNING, NY

Is there anything unsuitable about your current workspace?

TRANSFORMING A LIBRARY INTO A 21ST CENTURY COMMUNITY CENTER

1. New employee seats & desks - ergonomics 2. Open Office 3. Line of sight from childrens front desk 4. More stroage for childrens area 5. Drawers at office tables 6. Centralize program storage

COMMUNITY

STAFF

STACKS

UP DN

CAFE

REFERRENCE

CHILDREN

REFERENCE

CIRCULATION

STACKS

MEETING

KEY

SE STEUBEN COUNTY LIBRARY

Programming Diagram

SERVICE AREAS

What don’t you like about your current space?

SOCIAL AREAS

Scope: Programming MEETING AREAS Client: SE Steuben Friends of the Library MAJOR CIRCULATION Status: Completed 2015 Responsibilities ‐ y Programming SE STEUBEN COUNTY LIBRARY CITY OF CORNING, NY y Concept Design ©STREAM Collaborative Architecture + Landscape Architecture DPC y Production y Community Meetings/Surveys

YOUNG ADULT & CREATION STATION

SE STEUBEN COUNTY LIBRARY PROGRAMMING PLAN

The Steuben County Library needed a Facilities Report to get funding from the State of New York. The goal of the report is to recommend ways to improve access and flow to various library programs and space utilization/ adjacencies, recommend flexible furniture, shelving, storage and layouts for existing and new programs, address impacts of the overall building. The Facilities Plan is broken out into Short, Medium, and Long Term phases that can be customized based on a future Fundraising Campaign strategy. The ‘mainstreet’ concept creates interest points along the path to encourage dynamic interactions among the community and easy wayfinding.

CONCEPT FLOOR PLAN 4/20/2017 1" = 20'‐0" PROGRAMMING PLAN p: 607.216.8802 | WWW.STREAMCOLAB.COM

B2 E7

Young Adult & ‘Creation Station’ Concept images SE STEUBEN COUNTY LIBRARY PROGRAMMING PLAN