work samples2015
RYAN CHAMPAGNE
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 1,A3.1
CNTR POINT OFAVG GRADESEE 2, A3.0
CNTR POINT OFAVG GRADESEE 2,A3.1
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:
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No. Date Remarks
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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
2 10.20.15 CORRECTIONS#2
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:
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Drawn by:
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No. Date Remarks
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TRUC
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TRUC
TION
1/4" = 1'-0"
11/16
/2015
2:04
:56 P
M
A2.0
11.16.15
RC
Checker
Goss Residence
CD8343 32ND AVE NWPERMIT #6467524
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
1 10.16.15 CORRECTIONS#1
2 11.02.15 CORRECTIONS#3
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"
DADU HEIGHT LIMIT23' - 3 5/8"
2ND FLOOR9' - 6 3/4"
2
A3.2
1 3 7
BASE STRUCTURE HEIGHT16' - 3 5/8"
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"
DADU HEIGHT LIMIT23' - 3 5/8"
2ND FLOOR9' - 6 3/4"
2
A3.2
137
BASE STRUCTURE HEIGHT16' - 3 5/8"
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"
DADU HEIGHT LIMIT23' - 3 5/8"
2ND FLOOR9' - 6 3/4"
A F
1
A3.3
BASE STRUCTURE HEIGHT16' - 3 5/8"
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
CD8343 32ND AVE NWPERMIT #6467524
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
1 11.02.15 CORRECTIONS#3
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
BASE STRUCTURE HEIGHT16' - 3 5/8"
BASE STRUCTURE HEIGHT16' - 3 5/8"
BTM OF FOOTING-2' - 2"
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
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NOT
FOR
CONS
TRUC
TION
As indicated
11/16
/2015
2:05
:12 P
M
A9.0
11.16.15
RC
CZ
Goss Residence
CD8343 32ND AVE NWPERMIT #6467524
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)
1 10.20.15 CORRECTIONS#2
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
BASE STRUCTURE HEIGHT16' - 3 5/8"
BASE STRUCTURE HEIGHT16' - 3 5/8"
BTM OF FOOTING-2' - 2"
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
CD8343 32ND AVE NWPERMIT #6467524
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)
1 10.20.15 CORRECTIONS#2
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
COMPLETED WHILE AT SHKS ARCHITECTS
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"
AVG. GRADEMIDPOINT ELEVATION324' - 3"
AVG. GRADEMIDPOINT ELEVATION320' - 0"
AVG. GRADEMIDPOINT ELEVATION331' - 2"
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
COMPLETED WHILE AT SHKS ARCHITECTS
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