work sample - current

work samples2015

RYAN CHAMPAGNE

RYAN CHAMPAGNE

4725 S PEARL ST SEATTLE, WA 98118

[email protected] 221 5057

ZELLER HOUSE RE-BUID

SKOTEDIS CABIN

CONSTRUCTION 19 - 22

EXPERIMENTS IN WOOD

CH24 REFURBISHED

FURNITURE 15 - 18

GOLDEN GARDENS RESIDENCE - DADU

PORTAGE BAY FLOATING HOME

PHINNEY AVE KITCHEN REMODEL

PHINNEY MULTI-FAMILY

ARCHITECTURE 3 - 14

GOLDEN GARDENSRESIDENCE - DADULOCATION: SEATTLE, WASCALE: 780 SF

CONSIDERATIONS: ECA STEEP SLOPE & LANDSLIDE PRONE PERMITTING

ASSOCIATE IN CHARGE: THERESA FREEMANCOMPLETED WHILE AT SHKS ARCHITECTS

STATUS: IN PERMITROLE: PROJECT DESIGNER & MANAGER

SCOPE: NEW CONSTRUCTION

Taking advantage of sweeping western views to the Olympics and Puget Sound, the DADU is to eventually serve as a primary living space for the owner, as well as a flexible trailer storage and social gathering space which becomes one and the same as the views and yard which open to the West.

Great care was taken to place the building in context with the neighborhood, while relating to the primary residence on site, a 1925 Dutch Colonial Revival. Subtle classical detailing is treated simply to hint at the contemporary and functional interior space.

03 ARCHITECTURE

XX

XX

XX

XX

X

X

X

XXX

XX

X

XX

XX

XX

XX

XX

310

310

312

310

310'

- 0"

296' - 0"

298' - 0"

300' - 0"

302' - 0"

304' - 0"

306' - 0"

308' - 0"

32ND

AVE

NW

CL

(E) SINGLE FAMILY RESIDENCE8343 32ND AVE NWNO CHANGE TO EXISTINGSINGLE FAMILY HOME

(E) S

IDEW

ALK

(E) P

LANT

ING

STRI

P

PROP

ERTY

LIN

E75

' - 0

"

(E) P

LANT

ING

STRI

P

DN

UP

DN

(E) DECK

(E) SURVEY PIN

(E) FENCE LINE

DN

DN

(E) 8' X 16'PARKINGSPACE

1 3 7

A

F

PRPOSED DADU1ST FLOOR = 514 SF2ND FLOOR = 273 SFTOTAL = 787 GSF

PL

PL(E) HEDGE ROW

(E) D

RIVE

WAY

(E) 8' X 16'PARKINGSPACE

E

B

2 6

C

D

5

DN

PL

PL

274' - 4 1/4" 30' - 0"

PROP

ERTY

LIN

E

55' -

7 3

/8"

6' - 0" +/-FRONT YARD SETBACK

15' - 0"F.O. FRAME F.O. FRAME

O.H.9"

18' -

0"

6' -

0" +

/-

MAIN ENTRY

SIDE ENTRY

F.O. FRAME

F.O. FRAME

F.O. CONC

14' -

0"

4' -

0"

PROP

ERTY

LIN

E25

' - 0

"

NEW PERMEABLE PAVERSPLANTING STRIP

22' - 0"

CNTR POINT OFAVG GRADESEE 1,A3.0


CNTR POINT OFAVG GRADESEE 2, A3.0


OUTLINE OF (E)GARAGE TO BE REMOVED

41

CORRECTIONS #1

1CORRECTIONS #1

8' - 0"

16' -

0"

16' -

0"

1CORRECTIONS #1

SIDE

YARD

SET

BAC K

5' -

0"

100' - 0"PROPERTY LINE

150' - 0"

STEE

P SL

OPE

CRIT

ICAL

ARE

A

PROPERTY LINE

PROPERTY LINE

ECA STEEP SLOPE BUFFER

15' - 0"

ECA STEEP SLOPE BUFFER

15' - 0"

ECA POTENTIALLANDSLIDE BOUNDRY

TEMPORARYCONSTRUCTIONFENCE AND EROSIONCONTROL

ECA POTENTIALLANDSLIDE BOUNDRY

19' - 10"5' - 10"

(E) D

RIVE

WAY

14' -

0"

(E) D

RIVE

WAY

16' -

0 1

/2"

36' - 0"

25% REDUCTION PERSMC 23.44.014.D.15

2CORRECTIONS #2

STRIKE SE CORNER @1' - 0" FURTHER WESTFROM PREVIOUS LAYOUT

VIF

12' - 0" +/-

CONC RETAININGWALL

AVERAGE GRADE METHODSMC 23.86.006.A.1.b: AT THE MIDPOINT OF EACH SIDE OF THE SMALLESTRECTANGLE THAT CAN BE DRAWN TO ENCLOSE THE STRUCTURE.

LENGTH36' X36' X18' X18' X

108'

MIDPOINTELEVATION

311.33'310.75'

310.083'310.5'

TOTAL= 11207.88= 11187= 5581.499= 5589

33565.38TOTAL

AVERAGE MIDPOINT ELEVATION (33565.38/108) = 310.8'AVERAGE GRADE REFERENCEDTO 0'-0" DATUM (310.8 - 310.5) = 0.3' = 0' - 3 5/8"

RECTANGLE SIDENORTHSOUTHEASTWEST

PROJECT ELEVATION 0'-0" = SURVEY ELEVATION 310.5'SITE PLAN NOTES

DENOTES AREA CONVERTED TO PERMEABLE PAVERS = 374 +/- SF

1. CHANGE IN IMPERVIOUS COVERAGE IS A NET LOSS. CURRENT CONRETE WALK ANDPORTION OF EXISTING GARAGE SLAB BEING CONVERTED TO PERMEABLE PAVERS

2. NO WORK WEST OF FENCE LINE ON STEEP SLOPE

DENOTES AREA TO REMAIN UNDISTRUBED DURING CONSTRUCTION

Date:

Revisions:

Drawn by:

Checked:

Scale:

No. Date Remarks

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

As indicated

11/16

/2015

2:04

:43 P

M

A0.1

11.16.15

RC

CZ

Goss Residence

CD8343 32ND AVE NWPERMIT #6467524

SITE PLAN

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

PARCEL #: 8674400036

LEGAL DESCRIPTION: TREATS H W LOWAL HEIGHTS DIV # 1 N 50 FTOF 3 LESS W 40 FT & LESS PARK PLAT BLOCK: PLAT LOT: 3-4

1CORRECTIONS #1

STEEP SLOPE CRITICAL AREA

1 10.16.15 CORRECTIONS#1


WH

(E) WALL

WALL

WALL LEGEND

DRAWING SYMBOL LEGEND

SMOKE AND CARBONMONOXIDE ALARM PER SRCR314.1 AND R315.2

S/C

FAN PER SRC TABLEM1507.3.3

2

A3.2

PERMEABLEPATIO

A3.0

3

DN

1 3 7

A

F

1

A3.3

514 SF

1st Floor Gross1st Floor Gross1st Floor Gross1st Floor Gross

E

B

3' - 0"

2 6

5' - 0 1/2"

MECHANICALROOM

POWDERROOM

UP

LIVINGROOM

DININGROOM

8' - 0" 3' - 0" 6' - 0 1/2"

C

D

36' - 0"

5

A3.02

103

102

N2

101

FRIDGE

300 CFM HOODABV STOVE

80 CFM

SD

S1

DN

A3.0

1

14T @ 10 3/4"15R @ 7 5/8"

1R @ 7 3/4"

4

EQ EQ

3' - 6"

BEAM ABV

UP

HANDRAIL @ 36"ABV NOSING

0'-0" 0'- -6 1/2"

UP

A5.0

2

13

4

ELECTRICALPANEL

PEDESTAL OR WALLHUNG SINK

1

A3.2

N1

CL

2' - 7"

CL

2' - 7"

ROOF ABV

CLEQEQ

CL

5' - 0"

ROOF ABV

104 105 106

CL

EQEQ

3' - 0" 8' - 0" 11' - 0" 11' - 0" 3' - 0"

4' -

0"10

' - 0

"4'

- 0"

18' -

0"

C LEQ

EQ

PLANTER ?

CLALIGN W/ CNTR OF SINK SEE 2/A5.0

9' - 4" +/-

ALIGN WINDOW ONCNTR OF DOOR

CL2' - 7"

4' -

0"

A3.0 4

SOFFIT ABVLAST BAY

EQ EQ

A3.02

2

A3.2A3.0

3

1 3 7

A

F

273 SF

2nd Floor Gross2nd Floor Gross2nd Floor Gross2nd Floor Gross

1

A3.3

E

14' -

0"

4' -

0" ELASTOMERIC DECK

B

5' - 0 1/2"

2 6

3' - 0" 8' - 0" 22' - 0" 3' - 0"

DNBATHROOM

CLOSET

C

D

5

SKYLIGHTS ABOVE

A5.0 5

FLOATING WDDECK OVERELASTOMERIC130 SF +/-

SD

ENTRY ROOF BLW

ENTRY ROOF BLW

E1201

A3.0

1

O.H.2' - 0"

A3.0 4

4

8' -

8"

36" HIGH WALL@ STAIRS

HANDRAIL @ 36"ABV NOSING

6

8

7

C L

1' -

3 7/

8"

A5.0 11

14

13

12

W/D

1

A3.2

3" /

12"

ROOF BLW

POLYCARBONATE ROOF

ROOF OVER LANDINGAT BOTTOM OF STAIRSPOLYCARBONATEOR SKYLIGHT

FAN SET TO TIMERPERFORMS HOUSEVENTILATIONPER TABLEM1507.3.3(1)SEE ENERGY CODEANALYSIS A0.0

UNDER-CUT DOORFOR VENTILATION

1CORRECTIONS #1

4' -

0"14

' - 0

"

2CORRECTIONS #3

RAILING @ 36"ABV FIN DECKSEE 2/A3.0

C L

EQEQ

4' -

8" +

/-

202

SEE

4/A3

.02'

- 6"

+/-

ALIGN EDGE OF FIRST DOORPANEL W/ GRIDLINE "C"

FIN

TO F

IN2'

- 6"

MIN

16

A5.0

A5.015

1 3 7

A

F

E

B

2 6

C

D

5

ROOF AT (E) HOUSE

MTL ROOF ATDADU ENTRY

11" /

12"

11" /

12"

RAILING AT ROOF DECK

MTL GUTTER, TYP

MTL DOWNSPOUT, TYP

MTL ROOF ATDADU ENTRY

COMP ASPHALTSHINGLE ROOF

LINE OF WALL BLW,TYP

SK3 SK2 SK1

ROOF DECK ABV1ST FLOOR

4

O.H.2' - 0" TYP

8" O.H.

ROOF OVER LOWERLANDING @ STAIRSBLW

3" /

12"

TYP

8" O

.H.

CL

SEE 1/A3.3, 8/A5.03' - 0" +/-

COORDINATE LAYOUTW/ TRUSS SPACINGSEE 1/A3.3

CLCL

VIF5' - 3" +/-

VIF W/ TRUSS LAYOUT8' - 0"

CLR

5' -

9" +

/-

LINE OF PROPOSEDBLDG WALL

LINE OF (E)BLDG WALL

2CORRECTIONS #3

8' - 0"4'

- 0"

BATH FAN VENT

2' - 8" +/-

PLAN NOTES:

1. PROVIDE 1/2" GWB TO UNDERSIDE OF STAIRS AT ENCLOSED AND ACCESSIBLE STORAGE SPACE.2. ALL WINDOWS AND DOOR HEADERS TO BE INSULATED, MINUM R-10.

Date:

Revisions:

Drawn by:

Checked:

Scale:

No. Date Remarks

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

1/4" = 1'-0"

11/16

/2015

2:04

:56 P

M

A2.0

11.16.15

RC

Checker

Goss Residence


FLOOR PLANS

1/4" = 1'-0"1 1ST FLOOR

1/4" = 1'-0"2 2ND FLOOR 1/4" = 1'-0"3 ROOF PLAN

1CORRECTIONS #1



T.O. SLAB0"

DADU HEIGHT LIMIT23' - 3 5/8"

2ND FLOOR9' - 6 3/4"

AF

1

A3.3

18' - 0"

BASE STRUCTURE HEIGHT16' - 3 5/8"

E B

14' - 0"

7' -

0"

11" /

12"

CD

E1

101

ABV

FIN

DECK

3' -

0" M

IN

SAFETY GLAZINGTYP

MTL GUTTER, TYP

WD RAILING

FROSTEDGLASS

CL

EQ EQ

C L9'

- 0"

(E) CONC CURB

WD BRACKETS, TYP

DRYER VENT CAP16

A5.0

15

A5.0

T.O. SLAB0"


2ND FLOOR9' - 6 3/4"

2

A3.2

1 3 7


2 65

ABV

DECK

3' -

0" M

IN

ROOF DECKDRAINAGESCUPPERS, TYP

MTL DOWNSPOUT, TYP

SAFETY GLAZINGTYP

COMPOSITIONALSHINGLE ROOFING

PAINTED WD SIDING,3" REVEAL,TYP

4

S1

102

MTL RAILINGSUPPORT, TYP WD RAILING

MTL SUPPORTS, TYP

6X6 WD POSTS@ CORNERS

MTL ROOFOVER ENTRY

1

A3.2

STEP LIGHT, TYP

C L

9' -

0"

CL

1' - 6"

CL

6"

CL

6"

15

A5.0

T.O. SLAB0"


2ND FLOOR9' - 6 3/4"

2

A3.2

137


26 5

SK1 SK2 SK3

N2

(E) GRADE LINE

4

SAFETY GLAZINGTYP

1

A3.2

N1

C L

9' -

0"

BATHROOM VENTCAP

1CORRECTIONS #3

15

A5.0

T.O. SLAB0"


2ND FLOOR9' - 6 3/4"

A F

1

A3.3


EB C D

MTL DOWNSPOUT,TYP

MTL GUTTER,TYP

11" / 12"

SAFETY GLAZINGTYP

103

201

MTL SUPPORTS, TYP

WD TOP RAILPAINTED, TYP

POLYCARBONATEROOF

BI-FOLDING DOORS

3" / 12"

C L

9' -

0"

C L

8' -

6"

EQ EQ

1CORRECTIONS #3

EQEQ

3/5

2/5

CL

WINDOW E1

Date:

Revisions:

Drawn by:

Checked:

Scale:

No. Date RemarksNO

T FO

R CO

NSTR

UCTI

ONNO

T FO

R CO

NSTR

UCTI

ONNO

T FO

R CO

NSTR

UCTI

ONNO

T FO

R CO

NSTR

UCTI

ON 1/4" = 1'-0"

11/16

/2015

2:05

:03 P

M

A3.0

11.16.15

RC

CZ,TF

Goss Residence


EXTERIORELEVATIONS

1/4" = 1'-0"2 EAST ELEVATION 1/4" = 1'-0"1 SOUTH ELEVATION

WINDOW SCHEDULEMARK Manufacturer OPERATION Model WIDTH HEIGHT SILL HEIGHT AREA COMMENTS

E1 Marvin Windows SINGLE HUNG CUSH-CUSTOM 2' - 5 1/4" 4' - 11 1/2" 4' - 0" 12 SF 2/5 - 3/5 SPLIT FOR SASH RAILS1 Marvin Windows AWNING CUAWN4836 2' - 0" 3' - 11 1/8" 3' - 4 7/8" 8 SF SEE 2/A5.0 FOR COORDINATED HEAD HEIGHTN1 Marvin Windows CASEMENT CUCA1860 1' - 6" 4' - 11 1/8" 2' - 5 1/4" 7 SF SEE 4/A5.0 FOR COORDINATED HEAD HEIGHTN2 Marvin Windows CASEMENT CUCA2444 2' - 0" 3' - 7" 3' - 9" 7 SFSK1 Velux SKYLIGHT - MANUALLY OPERABLE VSCO8 2' - 1" 5' - 0" 10 SF PROVIDE OPTIONAL UPGRADE TO ELECTRIC

VERSION FOR OWNERSK2 Velux SKYLIGHT - MANUALLY OPERABLE VSCO8 2' - 1" 5' - 0" 10 SF "SK3 Velux SKYLIGHT - MANUALLY OPERABLE VSCO8 2' - 1" 5' - 0" 10 SF "RE2 Site Made FIXED RE-LITE SEE 5,13/A5.0Grand total: 8 66 SF

DOOR SCHEDULEMark Manufacturer Door Type Model Function Nominal Width Nominal Height Comments

101 Marvin Windows and Doors Clad Outswing BiFold Door COBFLD9080-3P Exterior 9' - 0" 8' - 0" SAFETY GLAZING REQ'D, FROSTED, 4 LITES VERTICALLY102 Marvin Windows and Doors Clad Ultimate Inswing French Door CUIFD3070 Exterior 3' - 0" 7' - 0" SAFETY GLAZING REQ'D103 Marvin Windows and Doors Clad Outswing BiFold Door COBFLD13076-4P Exterior 13' - 0" 7' - 6" SAFETY GLAZING REQ'D104 Solid Core Veneered - Pre-Hung Interior 2' - 0" 5' - 6" COORDINATE CUSTOM HEIGHT W/ STAIR STRINGER105 Solid Core Veneered - Pre-Hung Interior 2' - 6" 6' - 8"106 Solid Core Veneered - Pre-Hung Interior 2' - 6" 6' - 8"201 Marvin Windows and Doors Clad Outswing BiFold Door COBFLD8068-3P Exterior 7' - 6" 6' - 8" SAFETY GLAZING REQ'D202 Salvaged Barn Door - Sliding Interior COORDINATE W/ OWNER & ARCHITECTGrand total: 8

1/4" = 1'-0"3 NORTH ELEVATION 1/4" = 1'-0"4 WEST ELEVATION

NOTES:1. WINDOWS ARE NFRC CERTIFIED2. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR, EXTERIOR WALKING

SURFACE, OR WITHIN 24" OF A DOOR IN ANY POSOTION TO BESAFETY/TEMPERED GLASS

3. ALL WINDOWS AND DOORS TO BE CAULKED AND WEATHER STRIPPED


ARCHITECTURE 04

05 ARCHITECTURE

MIN3" 2' - 0"

4"

MINERAL WOOL CAVITY INSULATION, R-23KNAUF ECO BATTS, BLOW-IN OR EQUIVALANT

PLYWOOD WALLS

GWB SEALED TO FRAMING @ ALL EDGESW/ CONTINUOUS 3/8" BEAD SEALANT

1" RIGID XPS INSULATION BOARD

CAPILLARY BREAK @ SILL

PT BTM SILL

12 MIL REINFORCED SOIL-BARRIERSEAMS AND EDGES SEALED

2-4" XPS INSULATION BOARD

WRB, CLASS II/III VAPORRETARDERSEAMS & EDGES TAPED

1/2 X 4 CEDAR BEVEL SIDINGPAINTED

MTL TRANSITIONFLASHING, EDGE HEMMEDEMBEDDED IN WET FLASH

WET FLASH @ BASE OF WALLCONT OVER SILL JOINT

5/4 X 12 CEDAR, PAINTED

DIMPLED DRAINAGEMEMBRANE

FLUID APPLIED ELASTOMERICWATERPROOF MEMBRANE

EXPANDING JOINT WATERSTOP

FLUID APPLIED CAPILLARY BREAKWASHED GRAVEL FILLPER GEOTECH, TYP

HEAVY DUTY GEOTEXTILEFILTER FABRIC

4" DRAINAGE PIPEHOLES DOWN

1X CEDAR DRIP CAP, PAINTED

PERMEABE PAVERS

1X WD BASEBOARD

TOP

OF S

LAB

6" A

BV8'

- 0"

- TO

P OF

PLA

TE

GWB SEALED @ EDGES W/ CONTINUOUS3/8 BEAD SEALANT

PAINTED GWBTYPE II VAPOR RETARDER

MINERAL WOOL BATTINSULATION R-23, TYP

MINERAL WOOL BATT ORBLOWN-IN INSULATIONR-38

MIN2"

3/4"

MIN AIRSPACE ABVBAFFLE

COMPOSITIONAL ASPHALTROOFING SHINGLES

WRB, CLASS II VAPOR RETARDER

SHEATHING PER STRUCTURALNO OSB ALLOWED

CONTINUOUS FOAM SEALANTAT PERIMTER AND EDGES OF BAFFLE

PRE-FORMED OR SITE BUILTINSULATION BAFFLEJOINTS SEALED

2X BIRD BLOCKING

WRB, CLASS II VAPOR RETARDERSEAMS SEALED, TYP

WET FLASH AT ROOF EDGE ANDPERIMETER

MTL DRIP EDGE

MIN SHINGLE OVERHANG

MTL GUTTER

WD FASCIA, PAINTED2" PERFORATED MTLVENT STRIP, CONTINUOUS

1X3 WD SOFFIT, PAINTED

WD SIDING, PAINTEDSHEATHING PER STRUCTURALNO OSB ALLOWED

1 1/2"

+/-

WD PLANKING, PAINTED

WD FRIEZE BOARD, PAINTED

GWB. TAPED W/ 1X COAT PRIMERTYPE II/III VAPOR RETARDER

PROVIDE CLR SPACE@ BIRD BLOCKINGFOR VENTILATION

F

F

E

RESOLVE FINAL TRIMDETAIL. BASE BOARD W/ DRIP?

FINAL FRIEZE BOARDDETAILS TBD

RIPPED 2X RIM JOISTPER STRUCTURALRIPPED 2X BLOCKINGPER STRUCTURAL

CANT STRIP

TAPERED JOISTSPER STRUCTURAL

CLOSED CELL SPRAY FOAMINSULATION TO FULLY ENCASEBTM OF JOISTS

BEAM PER STRUCTURAL

WD BAND BOARD,PAINTED

HANGER PER STRUCTURALPAINTED WHITE

1X6 PLANK CEILING, PAINTED

2X FURRED CAVITY, TYP

CLOSED CELL SPRAY FOAMINSULATION AT RIM

RADIANT BARRIER BTWN JOISTS, TYP

RADIANT TUBING CAVITYSHEATHING PER STURCTURAL

HARDWOOD FLOOR

FLUID APPLIED WATERPROOFDECK COATING, TYP

WD BASEBOARD

BTM OF GLB, T.O.POST

T.O. SLAB0"

T.O. SLAB0"

2ND FLOOR9' - 6 3/4"

2ND FLOOR9' - 6 3/4"

1

1



BTM OF FOOTING-2' - 2"


1 1/

2"

COORDINATE FINALELEVATION OF PAVERSWITH SILL HEIGHT OFDOORS

BLW

TOP

OF

SLAB

2 1/

2" +

/-

FINAL BASECONDITIONTBD

ABV

FIN

DECK

3' -

0" M

IN

COOR

DINA

TE W

ITH

SIDI

NG C

OURS

ING

TBD

?

RESOLVE FINALDETAILING

VIF

WD TOP RAIL

MTL TOP PLATEPER MFR

MTL INTERMEDIATESUPPORT, PER MFR

SAFETY GLASS INFILLPANELS

4" M

AX

WD WALL CAP

SOFFIT TBD. COORDINATEW/ FINAL FIREPLACE LOCATION

8' -

6"

8' -

6"

BEAM PER STRUCT

HDR PER STRUCTINSULATED, TYP

BLOCKING PER STRUCT

A9.05

Sim

PLY FILLERAS NEEDED

6"

FORM OUT FOUNDATIONWALL FOR DOOR SILL

MTL 'L' FLASHINGEMBEDDED INTO WETFLASHSLAB BARRIER WRAPPEDONTO SILL

BACKER ROD & SEALANT

WD TRANSITION

FLUID APPLIED FLASHING

SEAL BTM OF WD DOORSILL ASSEMBLY W/ WETFLASH PRIOR TOINSTALL

F

F

1/2"

BTM OF GLB

5/4 WD BAND BOARD

WD CASING

WD PLANK CEILING

INSULATED HDR, TYP• HDR PER STRUCT• PAPER FACED RIGID POLYISO• 1/2" PLYWOOD

CAVITY INSULATION

GWB SEALED @ EDGES, TYP

BACKER ROD & SEALAT@ PERIMTER OF WINDOW, TYP

WET FLASH TO INSIDEPERIMITER OF OPENING, TYP

PLASTIC OR DECAY RESISTANTWD SHIMS ACROSS SILL

BTM OF TAPEREDDECK JOISTS

WET FLASH EXTENDEDDOWN TO EMBEDWRB

DO NOT SEAL BTMNAILING FIN INTOFLASHING

EMBED NAILING FININ WET FLASH

MTL 'Z' FLASHINGSEALED INTO WETFLASH

LAP WRB OVERFLASHING

WD SIDING

WD CASING OR SILL?

WRB

2ND FLOOR9' - 6 3/4"

AB

JOIST HANGERS

2X BLOCKING1X WD FILLER

POLYCARBONATEROOF PANEL

MFR SUPPLIED MTL FRAMING SYSTEM

MTL FLASHING EMBEDDEDIN WET FLASH

1 1/2"

BEAM FRAMED OFF GRID

Date:

Revisions:

Drawn by:

Checked:

Scale:

No. Date Remarks

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

As indicated

11/16

/2015

2:05

:12 P

M

A9.0

11.16.15

RC

CZ

Goss Residence


EXTERIORDETAILS

1 1/2" = 1'-0"4 STEM WALL @ SLABE EDGE, TYP

1 1/2" = 1'-0"1 EAVE - VENTED

1 1/2" = 1'-0"2 EXTERIOR WALL @ DECK, TYP

1 1/2" = 1'-0"3 EXTERIOR WALL @ DOOR - WEST 3" = 1'-0"5 WINDOW & HDR, TYP

1 1/2" = 1'-0"6 POLYCARBONATE ROOF (IN REVISION)


ARCHITECTURE 06

MIN3" 2' - 0"

4"

MINERAL WOOL CAVITY INSULATION, R-23KNAUF ECO BATTS, BLOW-IN OR EQUIVALANT

PLYWOOD WALLS

GWB SEALED TO FRAMING @ ALL EDGESW/ CONTINUOUS 3/8" BEAD SEALANT

1" RIGID XPS INSULATION BOARD

CAPILLARY BREAK @ SILL

PT BTM SILL

12 MIL REINFORCED SOIL-BARRIERSEAMS AND EDGES SEALED

2-4" XPS INSULATION BOARD

WRB, CLASS II/III VAPORRETARDERSEAMS & EDGES TAPED

1/2 X 4 CEDAR BEVEL SIDINGPAINTED

MTL TRANSITIONFLASHING, EDGE HEMMEDEMBEDDED IN WET FLASH

WET FLASH @ BASE OF WALLCONT OVER SILL JOINT

5/4 X 12 CEDAR, PAINTED

DIMPLED DRAINAGEMEMBRANE

FLUID APPLIED ELASTOMERICWATERPROOF MEMBRANE

EXPANDING JOINT WATERSTOP

FLUID APPLIED CAPILLARY BREAKWASHED GRAVEL FILLPER GEOTECH, TYP

HEAVY DUTY GEOTEXTILEFILTER FABRIC

4" DRAINAGE PIPEHOLES DOWN

1X CEDAR DRIP CAP, PAINTED

PERMEABE PAVERS

1X WD BASEBOARD

TOP

OF S

LAB

6" A

BV8'

- 0"

- TO

P OF

PLA

TE

GWB SEALED @ EDGES W/ CONTINUOUS3/8 BEAD SEALANT

PAINTED GWBTYPE II VAPOR RETARDER

MINERAL WOOL BATTINSULATION R-23, TYP

MINERAL WOOL BATT ORBLOWN-IN INSULATIONR-38

MIN2"

3/4"

MIN AIRSPACE ABVBAFFLE

COMPOSITIONAL ASPHALTROOFING SHINGLES

WRB, CLASS II VAPOR RETARDER

SHEATHING PER STRUCTURALNO OSB ALLOWED

CONTINUOUS FOAM SEALANTAT PERIMTER AND EDGES OF BAFFLE

PRE-FORMED OR SITE BUILTINSULATION BAFFLEJOINTS SEALED

2X BIRD BLOCKING

WRB, CLASS II VAPOR RETARDERSEAMS SEALED, TYP

WET FLASH AT ROOF EDGE ANDPERIMETER

MTL DRIP EDGE

MIN SHINGLE OVERHANG

MTL GUTTER

WD FASCIA, PAINTED2" PERFORATED MTLVENT STRIP, CONTINUOUS

1X3 WD SOFFIT, PAINTED

WD SIDING, PAINTEDSHEATHING PER STRUCTURALNO OSB ALLOWED

1 1/2"

+/-

WD PLANKING, PAINTED

WD FRIEZE BOARD, PAINTED

GWB. TAPED W/ 1X COAT PRIMERTYPE II/III VAPOR RETARDER

PROVIDE CLR SPACE@ BIRD BLOCKINGFOR VENTILATION

F

F

E

RESOLVE FINAL TRIMDETAIL. BASE BOARD W/ DRIP?

FINAL FRIEZE BOARDDETAILS TBD

RIPPED 2X RIM JOISTPER STRUCTURALRIPPED 2X BLOCKINGPER STRUCTURAL

CANT STRIP

TAPERED JOISTSPER STRUCTURAL

CLOSED CELL SPRAY FOAMINSULATION TO FULLY ENCASEBTM OF JOISTS

BEAM PER STRUCTURAL

WD BAND BOARD,PAINTED

HANGER PER STRUCTURALPAINTED WHITE

1X6 PLANK CEILING, PAINTED

2X FURRED CAVITY, TYP

CLOSED CELL SPRAY FOAMINSULATION AT RIM

RADIANT BARRIER BTWN JOISTS, TYP

RADIANT TUBING CAVITYSHEATHING PER STURCTURAL

HARDWOOD FLOOR

FLUID APPLIED WATERPROOFDECK COATING, TYP

WD BASEBOARD

BTM OF GLB, T.O.POST

T.O. SLAB0"

T.O. SLAB0"

2ND FLOOR9' - 6 3/4"

2ND FLOOR9' - 6 3/4"

1

1





1 1/

2"

COORDINATE FINALELEVATION OF PAVERSWITH SILL HEIGHT OFDOORS

BLW

TOP

OF

SLAB

2 1/

2" +

/-

FINAL BASECONDITIONTBD

ABV

FIN

DECK

3' -

0" M

IN

COOR

DINA

TE W

ITH

SIDI

NG C

OURS

ING

TBD

?

RESOLVE FINALDETAILING

VIF

WD TOP RAIL

MTL TOP PLATEPER MFR

MTL INTERMEDIATESUPPORT, PER MFR

SAFETY GLASS INFILLPANELS

4" M

AX

WD WALL CAP

SOFFIT TBD. COORDINATEW/ FINAL FIREPLACE LOCATION

8' -

6"

8' -

6"

BEAM PER STRUCT

HDR PER STRUCTINSULATED, TYP

BLOCKING PER STRUCT

A9.05

Sim

PLY FILLERAS NEEDED

6"

FORM OUT FOUNDATIONWALL FOR DOOR SILL

MTL 'L' FLASHINGEMBEDDED INTO WETFLASHSLAB BARRIER WRAPPEDONTO SILL

BACKER ROD & SEALANT

WD TRANSITION

FLUID APPLIED FLASHING

SEAL BTM OF WD DOORSILL ASSEMBLY W/ WETFLASH PRIOR TOINSTALL

F

F

1/2"

BTM OF GLB

5/4 WD BAND BOARD

WD CASING

WD PLANK CEILING

INSULATED HDR, TYP• HDR PER STRUCT• PAPER FACED RIGID POLYISO• 1/2" PLYWOOD

CAVITY INSULATION

GWB SEALED @ EDGES, TYP

BACKER ROD & SEALAT@ PERIMTER OF WINDOW, TYP

WET FLASH TO INSIDEPERIMITER OF OPENING, TYP

PLASTIC OR DECAY RESISTANTWD SHIMS ACROSS SILL

BTM OF TAPEREDDECK JOISTS

WET FLASH EXTENDEDDOWN TO EMBEDWRB

DO NOT SEAL BTMNAILING FIN INTOFLASHING

EMBED NAILING FININ WET FLASH

MTL 'Z' FLASHINGSEALED INTO WETFLASH

LAP WRB OVERFLASHING

WD SIDING

WD CASING OR SILL?

WRB

2ND FLOOR9' - 6 3/4"

AB

JOIST HANGERS

2X BLOCKING1X WD FILLER

POLYCARBONATEROOF PANEL

MFR SUPPLIED MTL FRAMING SYSTEM

MTL FLASHING EMBEDDEDIN WET FLASH

1 1/2"

BEAM FRAMED OFF GRID

Date:

Revisions:

Drawn by:

Checked:

Scale:

No. Date Remarks

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

NOT

FOR

CONS

TRUC

TION

As indicated

11/16

/2015

2:05

:12 P

M

A9.0

11.16.15

RC

CZ

Goss Residence


EXTERIORDETAILS

1 1/2" = 1'-0"4 STEM WALL @ SLABE EDGE, TYP

1 1/2" = 1'-0"1 EAVE - VENTED

1 1/2" = 1'-0"2 EXTERIOR WALL @ DECK, TYP

1 1/2" = 1'-0"3 EXTERIOR WALL @ DOOR - WEST 3" = 1'-0"5 WINDOW & HDR, TYP

1 1/2" = 1'-0"6 POLYCARBONATE ROOF (IN REVISION)


PORTAGE BAYFLOATING HOMELOCATION: SEATTLE, WASCALE: 900 SF

CONSIDERATIONS: ECA SHORELINE PERMITPUBLISHED: PACIFIC NW MAGAZINE, MAY 1ST2015

ASSOCIATE IN CHARGE: THERESA FREEMAN

STATUS: COMPLETED 2015ROLE: ASSISTANT DESIGNER + MANAGER

SCOPE: SUBSTANTIAL REMODELPHOTO CREDITS: BENJAMIN BENSCHNEIDER / THE SEATTLE TIMES

Providing an intimate connection with the water in a modern cabin-like space was of the utmost concern for the client. The decision to not build up and to maintain a modest scale places the house boat squarely in the context of its neighbors. The predominant use of salvaged materials used in a simple manner reflects the hands on and evolutionary design process that was executed with the client.

The final medley of materials, light and space provide an urban escape for the client that is inches from the water and minutes from the city.

07 ARCHITECTURE

COMPLETED WHILE AT SHKS ARCHITECTS

ARCHITECTURE 08

09 ARCHITECTURE

ARCHITECTURE 10

PHINNEY KITCHEN REMODELLOCATION: SEATTLE, WASCALE: 250 SF

CONSIDERATIONS: STFI PERMITTING PROCESS

PRINCIPAL IN CHARGE: JONATHAN HARTUNG

STATUS: COMPLETED 2014ROLE: PROJECT DESIGNER + MANAGER

SCOPE: NEW KITCHEN, POWDER ROOM, WINDOWS & DOORS

This traditionally organized house had very separate and isolated spaces for living, cooking and gathering. The key concerns were providing a social connection to the kitchen, providing daylight with just 5 ft. between houses, and execute a contemporary idea of kitchen space use in a traditionally detailed home.

The elongated U layout is broken up by a small movable prep station, which allows the owners to adjust the space to their needs. The high clerestory windows steal daylight from otherwise wasted space, while being considerate of the neighbors privacy.

11 ARCHITECTURE


ARCHITECTURE 12

PHINNEY MULTI-FAMILYLOCATION: SEATTLE, WASCALE: 6700 SF

CONSIDERATIONS: FAMILIARITY WITH MULTIFAMILY LAND USE CODE AND SEATTLE DPD PERMITTING PROCESS. TARGETED 4 STAR BUILT GREEN

PRINCIPAL IN CHARGE: KEVIN KANE

STATUS: IN MUP SUBMITTALROLE: ASSISTANT DESIGNER + MANAGER

SCOPE: 8 EFFICIENCY UNIT & 2, 1 BEDROOM APARTMENTS OVER GROUND LEVEL COMMERCIAL SPACE.

This narrow lot on Phinney Ave presents a unique challenge to provide a viable developable project while meeting strict Seattle Mulit-Family zoning codes.

Additional sensitivity is being taken to nature of the more historical street scape in the neighborhood, as well as its adjacency to a Landmarks status building.

1 7

A

E

PHIN

NEY

AVE.

N.

(E) P

LANT

ING

STRI

P

(E) S

IDEW

ALK

(E) SURVEY PIN

SF5000

(E) RETAININGWALL

DN

DN

UP UP

(E) RAILROAD TIE EDGE

(E) STONE WALL

(E) GATE

2' - 0" R.O.W.SETBACK PERSMC 23.53.030.F.2.a

1' - 0" R.O.W.SETBACK PERSMC 23.53.030.F.2.a

DN

DN

6528 PHINNEY AVE N

PROPOSED 10 UNITAPARTMENT BUILDINGABOVE COMMERCIAL

BASEMENT

(E) BUILDING

ACCESSIBLE RAMPTO MAIN LEVEL

STAIRS TOBASEMENT LEVEL

RETAINING WALL

RELOCATE (E)POWER POLE

MAIN ENTRY

(E) PLANTING STRIP

(E) PLANTING STRIP

C

3 5

B

D

DN

MIN

SET

BACK

5' -

0"28

' - 4

3/8

"M

IN S

ETBA

CK5'

- 0"

SETBACK5' - 0"

SETBACK10' - 0"

TOTAL FACADE LENGTH74' - 8 5/8"

42 6

(E) PAVED ALLEY14' - 0"

FACA

DE L

ENGH

T OF

FSET

15' -

0"

90' - 0"40' - 0"

AVG. GRADEMIDPOINT ELEVATION323' - 3"




LR3-RC

SF5000

38' -

4 3

/8"

EASE

MEN

T12

' - 0

"

FACA

DE L

ENGT

H O F

FSET

15' -

0"

90.00'

90.00'

38.36'

38.44'

AVG

SET

BACK

7' -

0"AV

G S

ETBA

CK7'

- 0"

29' - 3" 16' - 2 5/8" 29' - 3" O.H.2' - 0"

ROW

SET

BACK

2' -

0"

3' - 0"O.H.

2' - 0"

1' - 0"

12" STRIPED MAPLEACER PENSYLVANIUM

14" STRIPED MAPLEACER PENSYLVANIUM

16" WESTERN WHITE PINEPINUS MONTECOLA

8" WESTERN HEMLOCKTSUGA HETEROPHYLLA

O.H.2' - 0"

O.H.2' - 0"

RETAINING WALL

PROJECTNORTH

TRUENORTH

PLANTINGSTRIP

(E) CATCH BASIN

1" / 12"

(E) 3 STORY APARTMENTBUILDING

3' - 0" R.O.W.SETBACK

REMOVE (E) BUILDING

EDGE OF ROOF

FINISHED FACE OFBUILDING

(E) P

AVED

ALL

EY

PHIN

NEY

AVE.

N.

PROPERTY LINE

PROPERTY LINE

PROP

ERTY

LIN

E

PROP

ERTY

LIN

E

PHINNEY NEIGHBORHOOD ASSOCIATION

SDOT ROW

27' - 0" 6" 4' - 6" 6' - 0"2' - 0" +/-

(E) TREE

669 SF

90' - 0"

5' - 0" 74' - 8 5/8" 10' - 0"

439 SF

223 SF

38' -

4 3

/8"

5' -

0"28

' - 4

3/8

"5'

- 0"

16' - 2 5/8"

COMMON AMENITYAREA 439 SF

20' - 0"

306 SF

PRIVATE AMENITYAREA @ 223 SF

669 SF

335 SF

261 SF

90' - 0"

29' - 3"16' - 2 5/8"29' - 3"

28' -

4 3

/8"

5' - 0" 74' - 8 5/8" 10' - 0"

128 SF

49 SF

38' -

4 3

/8"

PRIVATE AMENITYAREA @ 229 SF

335 SF

335 SF

335 SF

52 SF

UNIT COUNTSTUDIOS - 4

335 SF

261 SF

335 SF

335 SF

335 SF

UNIT COUNTSTUDIOS - 4

261 SF670 SF 670 SF UNIT COUNT

1 BEDROOM - 2R2 OCCUPANCY

SHARED OCCUPANCY

AMENITY AREA

FAR EXEMPT

COMMERCIAL OCCUPANCY

2.0 FLOOR AREA RATIO LIMITZONE LR3, LEED SILVER BUILTFROM SMC 23.45.510, TABLE A

EXISTING SITE AREA = 3450 SFALLOWABLE FAR = 2 X 3450 SFTOTAL 6900 SF

ALLOWABE FAR = 6900 SFPLANNED FAR = 6447 SFBALANCE = 453 SF

AMENITY AREA REQUIREMENTSFROM SMC 23.45.522

EXISTING SITE AREA = 3450 SFREQ'D AMENITY AREA = 25% X 3450 SFTOTAL 863 SF

COMMON AMENTIY AREA MINIMUM = 50% X 863 SFTOTAL = 432 SFREQ'D AT GROUND LEVEL, ACCESSIBLE TO ALL

COMMON AMENTIY AREA PROVIDED = 451 SFPRIVATE AMENITY AREA PROVIDED = 379 SFTOTAL = 830 SF

re-do math later

FACADE LENGTH REQUIREMENTSFROM SMC 23.45.527

EXISTING LOT LENGTH = 90 LFMAXIMUM COMBINED LENGTH WITHIN 15' OF A LOT LINE = 65% X 90 LFTOTAL ALLOWED AT 7' AVERAGE SETBACK 58.5 LF

WALL LENGTH29.25'16.2 '29.25'

74.7'

SETBACK5'15'5'

TOTAL146.25'

243'146.25'

535.5'TOTALAVERAGE SETBACK 535.5'/75' = 7.14'TOTAL FACADE @ 5' SETBACK = 58.5'

AVERAGE GRADE METHODSMC 23.86.006.A.1.b: AT THE MIDPOINT OF EACH SIDE OF THE SMALLESTRECTANGLE THAT CAN BE DRAWN TO ENCLOSE THE STRUCTURE.

LENGTH75'75'

28.35'28.35'

206.7'

MIDPOINTELEVATION

323.25'324.25'

320'331.16'

TOTALX 24243.75X 24318.75X 9072X 9388.57

67023.08TOTALAVERAGE MIDPOINT ELEVATION (67023.08/206.7) = 324.25'AVERAGE GRADE REFERENCED TO 0'-0" DATUM

(324.25-331.25) = -7'-0"

RECTANGLE SIDENORTHSOUTHEASTWEST

PROJECT ELEVATION 0'-0" = SURVEY ELEVATION 331.25'

1 SITE PLAN PARCEL #: 6758700005LEGAL DESCRIPTION: PHINNEY AVE ADD

2 BASEMENT

3 1ST FLOOR

4 2ND FLOOR

5 3RD FLOOR

FAR DIAGRAMS

1644 GROSS SF

1601 GROSS SF

1601 GROSS SF

1601 GROSS SFOCCUPANCY KEY FAR CALCULATIONS AMENITY AREA CALCULATIONS FACADE LENGTH CALCULATIONS AVERAGE GRADE CALCULATIONS

UNIT COUNTSTUDIOS = 81 BEDROOM = 2TOTAL = 10

(E) BRICK APARTMENTBUILDING

(E) PAVED ALLEY

SDOT ROW

PHINNEY AVE. N.

(E) BRICK APARTMENT BUILDING

(E) PAVED ALLEY

PHINNEY AVE. N.

1 AXON - NE

2 AXON - SW


FOCUS: HISTORICAL RESEARCH 1 - 1 DRAWINGS INTEGRATED 3D MODELING MOULD DEVELOPMENT HAND FINISHING & WEAVING

Alvar Aalto’s contribution towards the conversation about the possibilities of solid wood furniture construction resulted in a decades long conversation between furniture designers of the 20th century.

The goal of this studio project was to carry that dialogue into the 21st century and spark new discussions about how wood may be manipulated in concert with digital media to produce forms which speak at both a human and architectural scale.

“Specific qualities, forms and working methods of the natives, and those that arise in the natural surroundings,...[are]particularly valuable as a method of analysis to understand how we can bring in our regions, human life and its habitat built in the wilderness.”

- Alvar Aalto 1941

EXPERIMENTS IN WOODLOCATION: COPENHAGEN, DKSCALE: PROTOTYPE STOOLSTATUS: COMPLETED 2012ROLE: ALL

15 FURNITURE

FURNITURE 16

CH24 REFURBISHEDLOCATION: EUGENE, ORSCALE: CHAIR

OWNERS: PETER KEYES + LINDA ZIMMER

STATUS: COMPLETED 2013ROLE: ALLSCOPE: COMPLETE RESTORATION, INCLUDING DAMAGED JOINT REPAIR, RE-ASSEMBLY, FINISH AND SEAT WEAVING

The owners of the chair had acquired the piece years prior in a state of neglect, and never had the time to have it properly restored. All of the joints had loosened and the existing weave deteriorated.

Carl Hansen’s NYC branch was engaged for authenticity verification, as well as finish selection and process recommendations. The chair was broken down, cleaned, re-assembled, finished and given a proper Danish cord woven seat.

17 FURNITURE

FURNITURE 18

ZELLER HOUSE CA.1840

FOCUS: FULL RESIDENTIAL RE-BUILD HISTORICAL CODE COMPLIANCE ENERGY CONSERVATION PROJECT MANAGEMENT MATERIALS SALVAGE

The Zeller home had been unoccupied for upwards of 15 years. Its state of neglect and disrepair opened the door for a total re-build. A strong emphasis was placed on reduced energy usage, innovative design, and a healthy living environment, while preserving a link to the history of the home.

It was imperative to maintain the original facade of the Zeller house to provide a connection with the historic nature of Lewisburg. The freedom of a re-build of the interior allowed for creative use of open space with an focus on functional living design.

Original materials were preserved and accented when applicable. When blended with a simple palette of materials, they provide a tactile and visual connection to the history of the home and bring warmth to the open layout. Masonry, wood, and glass keep the house grounded in its current era while honoring its past.

LOCATION: LEWISBURG, PASCALE: 2100 SF REBUILDSTATUS: COMPLETED 2010ROLE: OWNER + CONTRACTOR + CARPENTER

19 CONSTRUCTION

CONSTRUCTION 20

SKOTEDIS CABINLOCATION: CEDAR RUN, PASCALE: 900 SF NEW CONSTRUCTION

FOCUS: ENVIRONMENTAL SENSITIVITY PROJECT MANAGEMENT SIPS/ HEAVY TIMBER CONSTRUCTION MATERIALS SALVAGE

As a 900 SF SIPS/Timber frame hybrid, the Skotedis cabin serves as a retreat for a local family from Lewisburg, PA. Both the SIPS and timbers came from local sources working in collaboration. This exceptionally well sealed home is heated solely with a gas assist fireplace during the cold Pennsylvania winters. It incorporates a fully rain screened siding and top vented roof assembly to allow for full visibility of the live-edge rafters in the living space.

OWNERS: JOHN + DENISE SKOTEDIS

STATUS: COMPLETED 2010ROLE: DESIGN ASSISTANCE, GC, CARPENTER

21 CONSTRUCTION

CONSTRUCTION 22

Documents

work sample - current