Sophia Duluk Portfolio by Sophia Duluk

SOPHIA DULUK sophiad6212@gmail.com 650.464.0401 LEED Green Associate

PORTFOLIO

research

furniture

housing

public architecture

table of contents

Seattle Nordic heritage Museum

Detroit Urban Agriculture Center

Yakima Urban Winery

Public Architecture

Seattle Net-Zero Nordic Heritage Museum with Professors GZ Brown and John Rowell Site: Brownfield site along the shipping canal in the Ballard Neighborhood of Seattle Programs: ArchiCAD, Artlantis, Indesign, Illustrator, Photoshop, hand-built models

Circulation and Mechanical

64,000 ft 2

Circulation + Mechanical

Gathering

Lobby + Retail + Cafe

Facilities

Education

Library

Operations

Temporary Galleries

Collection Storage + Preparation

Permanent Collection Galleries

49,000 ft 2

existing museum

Mechanical Circulation and Mechanical

49,000 ft

existing museum

Lobby Retail Cafe Gathering Education Facilities Operations Library Collection Storage and Preparation

64,000 ft 2

new museum Gallery Hallway from Entry Lobby

Temporary Galleries Permanent Collection Galleries

new museum

Seattle, Washington

Copenhagen, Denmark

Stockholm, Sweden

F i v e Elements o f N o r d i c

stone

wood

light

heat

C u l t u re

I began this project with a reflection on Nordic culture. As much as it is a heritage museum in Seattle, it has to represent the Nordic people and their immigration journey to America. I kept coming back to the same premise: that their culture began by coping with the elements they were given: stone, ice, fire, wood, and light. I further thought about the formation of both the nordic countries and Seattle, by glacial carving. This building is a manifestation of the four elements in a form shaped by wind erosion and glacial carving of the strata that compose the earth.

ice

Circulation

Transition

Circulation

Transition

Community

Museum

Storage

[Public]

[Semi-Public]

[Private]

Residential Neighborhood

30’ Low Rise Residential Height Limit

West Context Elevation

NW Market Street

65’ Industrial Buffer Zone Height Limit 40’ Low Rise Residential Height Limit

Circulation

Transitio

Transiti

Circulation

Community

Museum

Storage

[Public]

[Semi-Public]

[Private]

Nordic Heritage Museum

Burke Gilman Trail

Working Industrial Waterfront

Ballard Locks and Gardens

Salmon Habitat

Bus Stop

Outdoor Theatre

Parking Garage Entry

Living Machine Wetlands

Loading Dock Sculpture Garden Bioswale lma Burke Gi

n Trail

The buliding is conceived of as strata of earth, pierced by three glaciers that serve as the circulation and transition space between the elements of the program. The three masses move across the site from the Public (community) to Private (Storage). The west side of the site is the park allowing for both a pedestrian connection through the site to the water, and a greenspace with living machine wetlands serving as a demonstration of water management for the community.

North Entry from NW Market Street

PRES SECOND FLOOR PLAN SCALE: 1:256

Outdoor Theatre

Living Machine Wetlands

Living Machine Lobby

Temporary Exhibit Gallery

Auditorium

Store

Back of House Shipping and Receiving

Entry Lobby Cafe

Dream of America Exhibit

Parking Garage Entry Loading Dock

OPERABLE SKYLIGHT NORTH FACING CLERESTORY

LOUVERS

For stack ventilation

Mitigates direct light in circulation spaces

Gallery toplighting

PHOTOVOLTAIC PANELS Energy production

RAINWATER COLLECTION

Large gutters maximize collection from the whole roof

THERMAL MASS

Reduces diurnal temperature swings

DAYLIT OPEN OFFICE Promotes interaction and saves energy

BELOW GRADE PARKING

Allows for more green space at grade

RAIN WATER CISTERNS

and Living Machine Mechanical Space

CHANNEL GLASS

Clerestory providing diffuse light into gallery spaces

0’

10’

20’

30’

40’

45,000 kWh

10000 Gal

35,000 kWh

2000 Gal

2000 Gal 3000 Gal

PV Energy Production

4000 Gal

29,150 kWh Avg

25,000 kWh

January February March April May June July August September October November December

Supplied by Water Cistern

Bldg Use

6000 Gal

January February March April May June July August September October November December

Blg Use Rainwater Collection

8000 Gal

Dream of America Gallery

July

Supplied by Water Cistern

35,000 ft² Photovoltaic Panels produces

Around the World

Can power an Electric Mini Cooper

15,000 kWh

5,000 kWh

159,000 miles

349,600 kWh/year

20,000 kWh

The central glacier is the entry lobby, with the main ciruclation branching from it towards the auditorium and the galleries. The Dream of America Gallery is on the first floor, ideally placed for the 10,000+ school children who visit it every year. The main structure is heavy timber, and the ceilings are tongue and groove, adding warmth to the white gallery walls. The roof is covered with solar panels, providing 349,000kWh of power, and the ability to support an EUI of 18.6 kBtu/sf/yr.

6.3x

Detroit Urban Agriculture Center with Professor Melinda Nettles

Site: Retired Detroit Tigers Stadium site in the Corktown Neighborhood, currently maintained by people in the community, it serves as a major community gathering point in an otherwise desolate place Programs: ArchiCAD, Artlantis, Indesign, Illustrator, Photoshop

Education Building as an intersection between two landscapes, original meadows and futuristic aquaponics

Site Narrative: A Journey through Historical Landscapes

The Education Building lies at an intersection between landscapes. It strives to explore a new typology of building integration in the landscape in which the modern Aquaponic Landscape and the Original Meadow Landscape of Detroit come together.

The program is from the NOMA competition, to create a new Urban Agriculture hub on this brownfield site. There is currently a lot of urban agriculture in Detroit, but there are not many resources for the larger community for techniques, sharing of equipment, and new technologies in farming. I began this project by thinking about the context of the site and the site narrative. With the mix of agriculture and industry in Detroit, I decided the narrative would be a journey through the history of agriculture. Counter clockwise around the site, beginning on the Southeast main entry corner, (1) there are open fields, which progress into (2) strip farming inspired by farming along the Detroit river, then into (3) landscape restoration and outdoor urban agriculture, and finally into (4) indoor farming and the aquaponic greenhouse.

The greenhouses are pyramidal, reminiscent of the pyramids of Egypt. They are designed as temples to the modern agriculture process. In Detroit the winters are brutal, making outdoor farming nearly impossible year round. However, with indoor farming and aquaponics, year-round food production is possible. The education building is at the intersection of the new and old landscapes, and is where the community programs and research are based. This building is embedded in the landscape, intersecting it in different ways then the other buildings on the site.

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#DrgID #LayID

#DrgID #LayID Classroom Food Processing Classroom [Open to Below] Classroom Food Processing Classroom [Open to Below]

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Classroom

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Classroom

GREENHOUSES

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GREENHOUSES +8'-8 1/2"

BATH

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Theatre

+8'-8 1/2"

BATH

COMMUNITY MEETING ROOM

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Theatre

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COMMUNITY MEETING ROOM Classroom Food Processing Classroom

Market

#DrgID #LayID

Market

#DrgID #LayID

COMMUNITY MEETING ROOM

Classroom Food Processing Classroom

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STORAGE/ MECH

COMMUNITY MEETING ROOM

SUNSPACE STORAGE/ MECH

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Garden Classroom Local Business

Mech

Local Business

Local Business Mech

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SUNSPACE Cafe Storage

Storage

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MAIN LEVEL FLOOR PLAN

SCALE: 1/16" =

The education building has three landscape courtyards, two as fingers intersection the building, and one as a vertical garden in the center. The black panels on the East, West, and South facade of the education building are water walls integrated with the window system, which in this climate work perfectly to absorb the heat on cold winter days and re-radiate it back into the classroom and research spaces behind.

SCALE: 1/16" =

1'-0"

Yakima Urban Winery with Professor Dan Stettler

Site: decommissioned sawmill site in an under utilized part of Yakima Programs: Sketch-up, V-Ray, Indesign, Illustrator, Photoshop, hand-built and laser cut models

The project was about thinking about a multitude of scales, from the urban site program to the wall section of the building. Over the course of the term we spent 1 week on site and precedents, 2 weeks on the urban design, 4 weeks on the building design, and 1 week on the wall section development before bringing everything together for the final presentation. The site is about creating a connection through the site, connection the residential neighborhood to the new commercial development area. The scale of the streets off of the plaza are small, modeled after pedestrian streets in Italian hillside towns, with low-rise mixed use developments to infuse residents into the new commercial area.

The winery building is organize around a central exterior courtyard at which point the solid, rammed earth production areas intersect the light wood frame and glass public spaces. From the courtyard, visitors can look down into the barrel storage area, as well as into in the fermentation and grape pressing areas. The private tasting room hovers above the barrels as a glass room inside the solid volume. The simple plan allows the spaces to be adaptable to changes and future needs of the winery. The production areas are composed of insulated rammed earth walls, from on-site ground that was removed for the spaces to be below grade.

Martis Camp Residence

The Piper Residence

Oregon BILDS

Housing

Martis Camp Residence with Kelly and Stone Architects Site: single family home site in Placer County, CA

Programs: ArchiCAD, Permit and Construction Document Sets

SO D

PLAN NOTES:

1. THE CONDITIONS OF APPROVAL AND THE CC&R'S FOR THE PROJECT SHALL EXPLICITLY FORBID THE INSTALLATION OF ANY NON-EPA PHASE 2 CERTIFIED WOOD BURNING DEVICES OR MASONRY FIREPLACES THAT DO NOT HAVE A UL APPROVED DECORATIVE GAS BURNING

131

EXISTING GRADE SHOWN AS DASHED

ELEC METER

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ELECTRIC METER CLOSET TO CONFORM TO LIBERTY REQ'S, DOOR CLADDIGN TO MATCH COLOR AND PATTERN OF ADJACENT METAL PANEL

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111'-0 (EL 6031') UPPER LEVEL T.O. PLY

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BATTER 1/2 PER FT

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CLASS A-RATED ASPHALT SHINGLE ROOFING BY GAF OR APP'D EQUIVALENT

12'

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HORIZONTAL WOOD SIDING, SPECIES TBD

GRADE PAINTED METALEXISTING CLAD WOOD WINDOWS, TYP. TEMPERED 100'-0 (E L 6020') SHOWN AS DASHED GLAZING AS REQ' D BY CODE, MAX AVG AS MAIN LEVEL T.O. U-FACTOR PLY REQ'D PER TITLE 24

METAL WRAPPED FASCIA W/ METAL DRIP EDGE FLASHING 111'-0 (EL 6031') TO MATCH METAL ROOFING UPPER LEVEL T.O. PLY

A3.1 ELEVATIONS : Printed on 2/24/2014 at 9:03 AM

13 WOOD WINDOW TRIM AT HORIZONTAL SIDING PER DTLS

SCALE: 3/16 =

1'-0

14 2X2 SQ WINDOW TRIM AT VERTICAL 4' STEEL WRAPPED 8' 12' SIDING 100'-0 (E L 6020') 0 4' 8' 12' MAIN LEVEL T.O. PLY 15 BOARD FORMED CONCRETE SITE WALLS W/ 8 BOARDS AND 1/2 GAPS (SAMPLE REQ'D FOR OWNER/ARCHITECT APPROVAL PRIOR TO EXCAVATION)

16 VENEERED BOARD FORMED WALLS AT ENTRY 17 STEEL COLUMNS PER STRUCTURAL

EL 6048' T.O. CAP EL 6045.25 T.O. RIDGE

19 CORNER TRIM AT HORIZONTAL WOOD SIDING SOUTH ELEVATION 20 BREAK METAL TRIM AT WINDOW WALLS

SCALE: 3/16 =

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ISSUE:

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PRELIMINARY SUBMITTAL 104

11.07.2013 11.15.2013 12.16.2013

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EXISTING GRADE SHOWN AS DASHED

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BATTER FIREPLACE 1/2 PER FT

PROJECT NUMBER:

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SOUTH ELEVATION SCALE: 3/16 =

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SHEET TITLE:

ELEVATIONS SHEET NUMBER: C COPYRIGHT

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EL 6045.25' T.O. RIDGE

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3 19

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5) AWNING WINDOWS AT GREAT ROOM WINDOW 103 AND MAS BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO THAT A 4 SP CANNOT PASS THROUGH THE OPENING.

204 REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

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6) ADDRESS NUMBERS TO BE MIN 4 IN HEIGHT, ILLUMINATE AT N MUST MEET CRCR319.1 111'-0 (EL 6031') UPPER LEVEL T.O. PLY

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9) GAS METER TO CONFORM TO ALL SOUTHWEST GAS SNOWL REQ'S. FOOTINGS FOR GAS METER NOT TO BE SONOTUBE PE MARTIS CAMP REQ'S

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EXISTING GRADE SHOWN AS DASHED

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SCALE: 3/16 =

0 3/16 = 4' 1'-0 1'-0 SCALE:

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BLACKENED HEAT PATINA STEEL PANEL CLADDING W/ 1/2 SQUARE HEAD EXPOSED FASTNERS W/ NEOPRENE WASHERS

4" CAST CONCRETE CAP AT STONE VENEER (U.O.N)

6" DRYSTACK STONE VENEER

CLASS A-RATED ASPHALT SHINGLE ROOFING BY GAF OR APP'D EQUIVALENT

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HORIZONTAL WOOD SIDING, SPECIES TBD

PAINTED METAL CLAD WOOD WINDOWS, TYP. TEMPERED GLAZING AS REQ'D BY CODE, MAX AVG U-FACTOR AS REQ'D PER TITLE 24

ELEVATION NOTES: 1. ALL EXTERIOR MATERIALS TO COMPLY WITH 2010 CRC SECTION 5327 2. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS TO BE APPROVED BY ARCHITECTURAL REVIEW PRIOR TO INSTALLATION AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING MATERIAL (ROOF/SIDING).

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EL 6048' T.O. CAP

104

13 WOOD WINDOW TRIM AT HORIZONTAL SIDING PER DTLS 14 2X2 STEEL WRAPPED SQ WINDOW TRIM AT VERTICAL SIDING 15 BOARD FORMED CONCRETE SITE WALLS W/ 8 BOARDS AND 1/2 GAPS (SAMPLE REQ'D FOR OWNER/ARCHITECT APPROVAL PRIOR TO EXCAVATION)

EL 6046.25 T.O. RIDGE

EL 6045.5 T.O. RIDGE

EL 6045.25 T.O. RIDGE

VERTICAL WOOD SIDING

17 STEEL COLUMNS PER STRUCTURAL

METAL PANEL

18 EXPOSED STEEL BEAMS PER STRUCTURAL

BOARD FORM CONCRETE

19 CORNER TRIM AT HORIZONTAL WOOD SIDING

20 BREAK METAL TRIM AT WINDOW WALLS

STONE VENEER

COMPOSITE SHINGLE ROOF

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105

METAL RIDGE CAP TO MATCH METAL ROOFING

12 EXT LIGHT FIXTURE PER OWNER/ARCHITECT

16 VENEERED BOARD FORMED WALLS AT ENTRY

CUSTOM STEEL CHIMNEY SURROUND

EL 6047' T.O. CAP

5) AWNING WINDOWS AT GREAT ROOM WINDOW 103 AND MASTER BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO THAT A 4 SPHERE CANNOT PASS THROUGH THE OPENING.

METAL WRAPPED FASCIA W/ METAL DRIP EDGE FLASHING TO MATCH METAL ROOFING

10 HEAVY TIMBER BEAM W/ CAP FLASHING PER DETAIL 11

3. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF MATERIALS.

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PROGRESS 11.07.2013 SET CONCEPTUAL 11.15.2013 SUBMITTAL PROGRESS & 12.16.2013 PROJECT NUMBER: ENGINEERING PROPOSAL SET

DATE: DATE:

PROGRESS PROGRESS 11.07.2013 11.07.2013 SET SET CONCEPTUAL 11.15.2013 CONCEPTUAL 11.15.2013 SUBMITTAL SUBMITTAL PROGRESS & 12.16.2013 PROGRESS & 12.16.2013 ENGINEERING ENGINEERING PROPOSAL SET SET PROPOSAL

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PROGRESS BATTER 1/2 11.07.2013 PER FT SET CONCEPTUAL 11.15.2013 CHIMNEY CURB AND FLASHING AS SUBMITTAL REQ'D PROGRESS & 12.16.2013 EL 6035' ENGINEERING RIDGE PROPOSALT.O. SET

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TOTALFINISHED FINISHED TOTAL

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1629 S.F.S.F. 1629

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17 STEEL COLUMNS PER STRUCTURAL

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SUBMITTAL

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CUSTOM STEEL CHIMNEY SHROUD

10 HEAVY TIMBER BEAM W/ CAP FLASHING PER DETAIL BATTER 1/2

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UPPERLEVEL LEVELFINISHED FINISHED UPPER

EL 6048' T.O. CAP

T.O. CAP

METAL WRAPPED FASCIA W/ METAL DRIP EDGE FLASHING TO MATCH METAL ROOFING

ISSUE:WOOD SIDING CORNER TRIM AT HORIZONTAL

HORIZONTAL WOOD SIDING

10 HEAVY TIMBER BEAMT.O. W/PLATE CAP FLASHING PER DETAIL

2'-6

REQ'D PER TITLE 24

FLASHING TO MATCH METAL ROOFING

EXPOSED STEEL BEAMS PER STRUCTURAL

15 BOARD FORMED CONCRETE SITE WALLS W/ 8 T.O. BOARDS RIDGE AND 1/2 GAPSPRELIMINARY (SAMPLE REQ'D FOR OWNER/ARCHITECT 12.19.2013 APPROVAL PRIOR TO EXCAVATION)

208

128

PAINTED METAL CLAD WOOD WINDOWS, TYP. TEMPERED

GLAZINGFORMED AS REQ'D BY CODE,AT MAX AVG U-FACTOR AS VENEERED BOARD WALLS ENTRY EL 6047'

PLANTER

103 ABV

CLASS A-RATED ASPHALT SHINGLE ROOFING BY GAF OR

www.ksaarch.com 855.415.4093

17 STEEL COLUMNS PER CLEAR STRUCTURAL 8 2X STAINED CEDAR FASCIA W/ METAL DRIP EDGE

SOUTH ELEVATION ELEVATION SCALE:SOUTH 3/16 = 1'-0

1 A4.1LAKE TAHOE,

APP'D EQUIVALENT 15 BOARD FORMED CONCRETE SITE WALLS W/ 8 BOARDS AND 1/2 GAPS (SAMPLE REQ' FOR OWNER/ARCHITECT Kelly Stone Architects, Inc.D 6 & HORIZONTAL WOOD SIDING, SPECIES TBD APPROVAL PRIOR TO EXCAVATION)

PANEL 5)METAL AWNING WINDOWS AT GREAT ROOM WINDOW 103 AND MASTER 16 BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO THAT A 4 SPHERE CANNOTFORM PASS THROUGH THE OPENING. BOARD CONCRETE

2 A4.1

MAINLEVEL LEVELFINISHED FINISHED MAIN GARAGE/STORAGE GARAGE/STORAGE

PROJECT NUMBER:

www.ksaarch.com 855.415.4093 2 A3.1 Kelly & Stone Architects, Inc.

CLADDING TO MATCH COLOR AND PATTERN OF ADJACENT METAL

111'-0 (EL 6031') 2 BLACKENED HEAT PATINA CLADDING W/ 1/2 UPPERSTEEL LEVELPANEL T.O. PLY SQUARE HEAD EXPOSED FASTNERS W/ NEOPRENE EL 6029.5' WASHERS 111'-0 (EL 6031') T.O. PLATE UPPER LEVEL T.O. PLY EL 6029.5' 3 4" CAST CONCRETE CAP AT STONE VENEER (U.O.N) T.O. PLATE

103

129

1'-2 2'-0

HORIZONTAL WOOD SIDING, SPECIES TBD PANEL

6) ADDRESS NUMBERS TO BE MIN 4 IN HEIGHT, ILLUMINATE AT NIGHT, STONE VENEER MUST MEET CRCR319.1 18

209

104

3'-0

7'-2 1/2

MUST MEET CRCR319.1 CLASS A-RATED ASPHALT SHINGLE ROOFING BY GAF OR APP'D EQUIVALENT 7) ELECTRIC METER CLOSET TO CONFORM TO LIBERTY REQ'S, DOOR

7)COMPOSITE ELECTRIC METER CLOSET TO CONFORM TO LIBERTY REQ'S, DOOR SHINGLE ROOF CLADDING TO MATCH COLOR AND PATTERN OF ADJACENT METAL 19 PANEL

BATTER FIREPLACE 1/2 PER FT 105

111

5 12'

12' 12'

SUBMITTAL

13'-8 STEAMBOAT SPRINGS, COLORADO

BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO THAT A 4 SPHERE CANNOT PASS THROUGH THE OPENING.

EL 6045.25 T.O. RIDGE

EAST ELEVATION

BATTER FIREPLACE 1/2 PER FT

A3.1 ELEVATIONS : Printed on 2/24/2014 at 9:03 AM

EL 6048' T.O. CAP

103 7'-4

129

A3.1 ELEVATIONS : Printed on 1/3/2014 at 4:34 PM

CUSTOM STEEL CHIMNEY SURROUND

104 5'-6

6" DRYSTACK STONE VENEER

PRELIMINARY 12.19.2013 PRELIMINARY 12.19.2013 SUBMITTAL

BATTER 1/2 PER FT ON SOUTH AND WEST FACES OF13'-8 CHIMENY

29'-3

6) ADDRESS NUMBERS TO BE MIN 4 IN HEIGHT, ILLUMINATE AT NIGHT,

3 EL 6045.25 T.O. RIDGE

EL 6045.5 T.O. RIDGE

TV NICHE

8' 12' ABOVE PRACTICAL. FRAMES SCALE: 3/16 = THE 1'-0 ROOF0PLANE THE4' LEAST AMOUNT SHALL COMPLIMENT THE HUE OF THE ROOFING, SO AS TO PROVIDE 1 VERTICAL WOOD SIDING THE LEAST CONTRAST POSSIBLE

206

133

104 ABV

TRASHCLAD ROOM TO MEET WINDOWS, ALL PALCER COUNTY REQUIRMENTS 1. ALL EXTERIOR MATERIALS TO COMPLY WITH 2010 CRC SECTION 7 PAINTED 8)METAL WOOD TYP. TEMPERED 5327 GLAZING9)AS REQ' D BY MAX U-FACTOR GAS AS SNOWLOAD 119 GAS METER TOCODE, CONFORM TOAVG ALL SOUTHWEST REQ'D PER TITLE REQ'S. 24 FOOTINGS FOR GAS METER NOT TO BE SONOTUBE PER 2. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS MARTIS CAMP REQ'S 8 2X STAINED CLEAR CEDAR FASCIA W/ METAL DRIP EDGE TO BE APPROVED BY ARCHITECTURAL REVIEW PRIOR TO INSTALLATION SAWN TOUNGE & GROOVE (1/8 SQ EDGE REVEAL) WOOD FLASHING** SOLID TO MATCH METAL ROOFING AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING SIDING W/ NO THROUGH HOLES OR LOOSE KNOTS, INSTALLED OVER MATERIAL (ROOF/SIDING). STRUCTURAL PLYWOOD OR OSB W/ MIN 7/16 THICKNESS. IN ACCORDANCE WITH WUI PRODUCTS GUIDE DATED JULY 11, 2011 9 METAL WRAPPED FASCIA W/THE METAL DRIP EDGE FLASHING MATCH METAL ROOFING 3. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST TO OCCUR 100'-0 (E L 6020')OF MATERIALS. FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING MAIN LEVEL T.O. PLY 10 HEAVY TIMBER BEAM W/ CAP FLASHING PER DETAIL ELEVATION NOTES: 1 SQ EDGE 6 SHIP LAP VERTICAL BARN WOOD SIDING W/ 1/4 REVEALS 4. SKYLIGHTS MUST HAVE TO TINTED, FLAT THAT PROJECTS 1. ALL EXTERIOR MATERIALS COMPLY WITHGLAZING 2010 CRC SECTION 5327 METAL RIDGE CAP TO MATCH METAL ROOFING ABOVE THE ROOF PLANE THE LEAST AMOUNT PRACTICAL.11FRAMES 2 BLACKENED HEAT PATINA STEEL PANEL CLADDING W/ 1/2 2. ALL EXPOSED MECHANICAL VENTINGSO LOCATIONS SHALL COMPLIMENT THE HUEAND OFPLUMBING THE ROOFING, AS TO TO PROVIDE SQUARE HEAD EXPOSED FASTNERS W/ NEOPRENE 12 EXT LIGHT FIXTURE PER OWNER/ARCHITECT BE APPROVED BY ARCHITECTURAL WASHERS THE LEAST CONTRAST POSSIBLE REVIEW PRIOR TO INSTALLATION

EL 6046.25 T.O. RIDGE

5) AWNING WINDOWS AT GREAT ROOM WINDOW 4" CAST CONCRETE CAP AT STONE VENEER (U.O.N)103 AND MASTER

12'

EAST ELEVATION 4. SKYLIGHTS MUST HAVE TINTED, FLAT GLAZING THAT PROJECTS

2 204

REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

EL 6035' T.O. RIDGE

ON-SITE OF BARN ALL EXTERIOR MUST OCCUR SQ EDGE3.6AN SHIP LAP MOCK-UP VERTICAL WOODMATERIALS SIDING W/ FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF 1/4 REVEALS MATERIALS.

BLACKENED HEAT PATINA PANEL CLADDING W/PROJECTS 1/2 4. SKYLIGHTS MUST STEEL HAVE TINTED, FLAT GLAZING THAT ABOVE THE ROOFFASTNERS PLANE THE LEAST AMOUNT PRACTICAL. FRAMES SQUARE HEAD EXPOSED W/ NEOPRENE WASHERS SHALL COMPLIMENT THE HUE OF THE ROOFING, SO AS TO PROVIDE

1'-0

FLOORAREA AREA FLOOR

AUTO COURT AUTO COURT

BATTER 1/2 PER FT ON SOUTH AND WEST FACES OF CHIMNEY

MATERIAL (ROOF/SIDING). 13 WOOD WINDOW TRIM AT HORIZONTAL SIDING PER DTLS 3 4" CAST CONCRETE CAP AT STONE VENEER (U.O.N) STEAMBOAT SPRINGS, 5) AWNING WINDOWS AT GREAT ROOM WINDOW 103 AND MASTER Architecture COLORADO 3. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO MUST THATOCCUR A 4 SPHERE Planning 14 2X2 STEEL SQ WINDOW TAHOE, " DRYSTACK STONE VENEERTRIM AT VERTICAL 4LAKEWRAPPED 6 FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF CANNOT PASS THROUGH THE OPENING. Interiors MATERIALS. SIDING CALIFORNIA

METAL CRICKET TO MATCH METAL ROOFING

CHIMNEY CURB AND FLASHING AS REQ'D

D.5

1 2

SCALE: 3/16 =

9'-0

AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING

14'-0

EL 6045.5' T.O. RIDGE

EL 6045.25' T.O. RIDGE

EL 6044.25' T.O. RIDGE

CUSTOM 9'-0 STEEL CHIMNEY SHROUD

21'-4 1/2

CUSTOM STEEL CHIMNEY SHROUD

PROPOSED GRADE

ELEVATION NOTES:

ELEC METER

130

EAST ELEVATION

132

8 4 3 9

101

204

SCALE: 3/16 =

WET BAR

+18 HEARTH, MAT'L TBD

THE LEAST CONTRAST POSSIBLE

EAST ELEVATION

10 10

12 12

+18 HEARTH, MAT'L TBD

BE APPROVED BY ARCHITECTURAL REVIEW PRIOR TO INSTALLATION AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING MATERIAL (ROOF/SIDING).

EL 6045.5' T.O. RIDGE

14'-0

207

107'-6 T.O. CAP

106

103

** SOLID SAWN TOUNGE & GROOVE SQFIREPLACE EDGE REVEAL) WOOD VENT(1/8 GAS 20'-1/2 SIDING W/1. NO HOLES OR INSTALLED OVER ALLTHROUGH EXTERIOR MATERIALS TOLOOSE COMPLY KNOTS, WITH 2010 CRC SECTION 5327 STRUCTURAL PLYWOOD OR OSB W/ MIN 7/16 THICKNESS. IN 2. ALLWITH EXPOSED AND PLUMBING VENTING LOCATIONS ACCORDANCE THEMECHANICAL WUI PRODUCTS GUIDE 15'-7 DATED JULY 11, 2011 TO 4'-5 1/2

100'-0 (E L 6020') MAIN LEVEL T.O. PLY

APRON SLAB

WET BAR

2 A8.1

3'-1

6) ADDRESS NUMBERS TO BE MIN 4 IN HEIGHT, ILLUMINATE AT NIGHT, MUST MEET CRCR319.1

ELEVATION NOTES: HEAT N GLO TRU 50 DIRECT

100'-0 (E L 6020') MAIN LEVEL T.O. PLY

CUSTOM STEEL CHIMNEY SHROUD

11'-4 1/2

REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

LAKE TAHOE, CALIFORNIA

FIREPLACE

TRASH ROOM TO MEET ALL PLACER COUNTY REQ'S

MAINLEVEL LEVELFLOOR FLOORPLAN PLAN MAIN SCALE: 3/16 = 1'-0

1 A3.1

107'-6 T.O. WALL

8) TRASH ROOM TO MEET ALL PALCER COUNTY REQUIRMENTS

127

100'-0 (EL: 6020') T.O. SLAB

102'-6 102'-6 T.O. WALL T.O. WALL

www.ksaarch.com 855.415.4093

9) GAS METER TO CONFORM TO ALL SOUTHWEST GAS SNOWLOAD REQ'S. FOOTINGS FORTOWN GAS METER NOT TOTC54 BE SONOTUBE PER AND COUNTRY DIRECT VENT GAS MARTIS CAMP REQ'S

119

128

5'-7

1111

101

Architecture Planning Interiors

STEAMBOAT SPRINGS, COLORADO

7) ELECTRIC METER CLOSET TO CONFORM TO LIBERTY REQ'S, DOOR CLADDING TO MATCH COLOR AND PATTERN105 OF ADJACENT METAL 4'-5 1/2 ABV PANEL

METAL CRICKET TO MATCH METAL ROOFING

21'-4 1/2

DESK

4'-8

Kelly & Stone Architects, Inc.

3. ANA8.1 ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF MATERIALS.

103'-0 T.O. WALL

2 A4.2

5'-5

M PRELIMINARY - NOT FOR CONSTRUCTION

132

8 4 3 9

101

103'-0 T.O. WALL

1 A3.1

11'-10 1/2

5) AWNING WINDOWS AT GREAT ROOM WINDOW 103 AND MASTER BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO THAT A 4 SPHERE CANNOT PASS THROUGH THE OPENING.

111'-0 (EL 6031') UPPER LEVEL T.O. PLY

STAINED CONCRETE STEPS AND SLAB

101'-6 (EL:101'-6 6021.5') (EL: 6021.5') T.O. SLAB T.O. SLAB

BEV. REF

ICE BEV. MAKER REF

107'-6 T.O. WALL

PRELIMINARY - NOT FOR CONSTRUCTION

133

101

107'-6 T.O. CAP

101

8 8

STAINED CONCRETE STEPS AND SLAB

105

ENTRY ENTRY

102

100'-0 (EL: 6020') T.O. SLAB7'-3

11'-6

STONE VENEER ON BOTH SIDES OF DOOR 122 TO BE NO GREATER THAN 4 THK.

1'-1

PDR

5'-9 1/2

128

1'-1 7'-4 1/2

105

GREAT ROOM 4. SKYLIGHTS MUST HAVE TINTED, FLAT GLAZING THAT PROJECTS GREAT ROOM103 ABOVE THE ROOF PLANE THE LEAST AMOUNT PRACTICAL. FRAMES Kelly & Stone Architects, Inc. SHALL COMPLIMENT THE HUE OF THE ROOFING, SO AS TO PROVIDE 103 THE LEAST CONTRAST POSSIBLE

204

127

7'-3

15. UNVENTRED CRAWLPACE TO BE MECHANICALLY VENTILATED AT A RATE OF 1 CFM FOR EACH 50 S.F. OF CRAWLSPACE AREA, INSUL & VAPOR BARRIER REQ'D AS SET FORTH PER CRC R408.3 CRAWL SPACE AREA - 2,700 SF TOTAL CFM (VIF) - 54 CFM

MARTIS CAMP LOT 443 PLACER COUNTY, CA

8 4 3 9

206

102

MARTIS CAMP LOT 443 PLACER COUNTY, CA

207

GAS FIRE

102'-0 (EL: 6022') PIT T.O. WALL

SLOPE

128 129

+18 BENCH +18 BENCH+18 BENCH +18 BENCH

3'-2

REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

EL 6035' T.O. RIDGE

GAS FIRE PIT

122

11'-0

129

2'-1/2 CL

4'-4

16'-7

MARTIS CAMP LOT 443

A2.1 MAIN LEVEL FLOOR PLAN : Printed on 1/3/2014 at 4:34 PM

BATTER 1/2 PER FT CHIMNEY CURB AND FLASHING AS REQ'D

BOARD FORMED CONCRETE WALL

127

GARDEN

PDR

2'-6

ICE MAKER

ELECTRIC METER RECESSED ELECTRIC METER W/ DOOR TO MEET LIBERTY'S REQ.

100'-0 (EL:110 6020') T.O. SLAB 100'-0 (EL: 6020') T.O. SLAB

14. PROVIDE MIN. 100 SQ. IN OP ENING FOR DRYER MAKEUP AIR IN LAUNDRY ROOM PER CMC504.3.2

111

BEAR PROOF TRASH ENCLOSURE TO MEET ALL PLACER COUNTY REQ'S BEAR PROOF TRASH ENCLOSURE TO MEET ALL PLACER COUNTY REQ'S

REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

1 A4.2

EL 6045.5' T.O. RIDGE

BOARD FORMED CONCRETE WALL

21'-4 1/2

EL 6044.25' T.O. RIDGE

A2.1 MAIN LEVEL FLOOR PLAN : Printed on 2/24/2014 at 9:03 AM

CUSTOM STEEL CHIMNEY SHROUD

8'-3 1/2 105

105

CL 110 ABV

6'-2 1/2

EL 6045' T.O. RIDGE

EL 6045.25' T.O. RIDGE

108

4'-5 1/2

STEAMBOAT SPRINGS, Architecture 122 COLORADO 1. ALL EXTERIOR MATERIALSCONCRETE TO COMPLY WITH 2010 CRC SECTION 5327 WOOD Planning LAKE TAHOE, CALIFORNIA 2. ALL EXPOSED MECHANICAL AND PLUMBING Interiors VENTING LOCATIONS TO www.ksaarch.com BE OUTDOOR APPROVED BY ARCHITECTURAL REVIEW PRIOR TO INSTALLATION 855.415.4093 AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING LIVING MATERIALFD(ROOF/SIDING).

126

7'-9 1/2

125

13. ALL STAIR TREDS SHALL BE A MINIMUM OF 10 AND DEPTH SHAL BE A MINIMUM OF 7.75

TRASH 7 ENCLOSURE 111 TRASH ENCLOSURE

101

126

2'-1/2

GARDEN

PRELIMINARY - NOT FOR CONSTRUCTION

WOOD

104

5'-6

25'-6 1/2

122

LOCKERS

FOYERFOYER CONCRETE

18'-5 1/2

CUSTOM STEEL CHIMNEY SHROUD

METAL CRICKET TO MATCH METAL ROOFING

EL 6035' T.O. RIDGE

PRELIMINARY - NOT FOR CONSTRUCTION

EL 6048' T.O. CAP

2'-0

5'-6 STORAGE 125

109 122

+18 BENCH

LOCKERS

PREP SINK

100'-0 (EL: 6020') 100'-0 (EL: 6020') T.O. PLY T.O. PLY

109 ABV

ELEVATION NOTES: LIVING

EL 6046.25 1 RIDGE T.O.

+18 BENCH

107

106

10'-3

STORAGE

+18 BENCH

9'-8

MUD ROOM 12'-9 109 MUD ROOM

5 SHELVES

BREAKFAST BREAKFAST NOOK 106 NOOK

10'-8 106 107 ABV ABV 104

EL 6044.25' T.O. RIDGE BATTER 1/2 PER FT

EL 6045.25' T.O. RIDGE

112

7'-4 1/2

RANGE W/ HOOD ABV

104

PANTRY 5'-0 107 PANTRY

LINE OF CABINETS BELOW

BEV BEV REF REF +42 BAR W/ +42 BAR W/ STORAGE BELOW STORAGE BELOW

MARTIS CAMP LOT 443 PLACER COUNTY, CA

21'-4 1/2

+36 PASS THROUGH COUNTER

+36 PASS THROUGH COUNTER CL

6'-8

106

CL 3'-1

16'-11 1/2

14'-6

14'-6 52'-10

52'-10

BARN DOOR

3'-0

5 SHELVES

3'-0

DINING DINING

102

108

CONCRETE WOOD

OUTDOOR

EL 6047' T.O. CAP

KITCHEN

OVENS

19'-4 1/2

WORKBENCH/STORAGE

3 CAR GARAGE 1103 CAR GARAGE

MECH

CHASE LOCKERS

+18 BENCHLOCKERS

12. COPY OF OPERATION AND MAINTENANCE MANUAL ADDRESSING ITEMS 1 THROUGH 10 OF 13)SECTION ALL STAIR TREDS SHALL BE A MINIMUM OF 10 OCCUPANT AND DEPTHOR SHAL BE A MINIMUM OF 7.75 4.410.1 MUST BE PROVIDED TO BUILDING OWNER

REF/FR

119

HVAC SYSTEM INSTALLER MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORS

EMPLOYED THE ENFORCING AGENCY MUST BE QUALIFIED. 11. DUCT SYSTEMSBY ARE SIZED, DESIGNED, AND EQUIPMENT IS SELECTED PER SECTION 4.507.2. HVAC SYSTEM INSTALLER MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORS 12)EMPLOYED COPY OF OPERATION AND MAINTENANCE MANUAL ADDRESSING ITEMS 1 THROUGH 10 OF BY THE ENFORCING AGENCY MUST BE QUALIFIED. SECTION 4.410.1 MUST BE PROVIDED TO BUILDING OCCUPANT OR OWNER

PROVIDE OUTLET FOR ELECTRIC VEHICLE

112

10. EGRESS WINDOWS MUST BE NO MORE THAN 44 ABOVE F.F.; OPENINGS SHAL HAVE MIN 11) CLEAR DUCT SYSTEMS ARE AND IS SELECTED OPENING OF 5.7SIZED, SQFT; DESIGNED, MIN CLEAR HT OFEQUIPMENT 24 ; MIN CLEAR WIDTH OF PER 20 SECTION 4.507.2.

120

AC COND. (DETAILS TBD)

WORKBENCH/STORAGE

+24 DOG WASH

CHASE

119

R = 49'-0

SLOPE

CONCRETE JOINT LINES

129

18 X 24 CRAWLSPACE ACCESS

MECH

2 A4.3

2 A4.1

118 WOOD CONCRETE

BARN DOOR

19'-8 1/2

PROVIDE 3/4 GAS LINE FOR BBQ

118

UP 17 EQ. RISERS

INLAID STEEL TRANSITION

OVENS

108

113

B) 15 ON EITHER SIDE FROM CENTER OF A WATER CLOSET, 24 CLEARANCE IN FRONT OF

9. ALL NEWCLOSET BATHS SHALL HAVE WATER PER CPC 407.5 A)C)MAX 1.28 GAL/FLUSH TOILET, SHOWER MAX ARE 2.5GPM, FAUCETS GPM MAX PER CPCOF 402 SHOWER STALS SHALL HAVE SHOWER OF 1024 SQ.IN2.2MIN AND CAPABLE B)ENCOMPASSING 15 ON EITHER SIDE FROM CENTER A WATER A 30 CIRCLE PEROF CPC 411.7 CLOSET, 24 CLEARANCE IN FRONT OF WATER CLOSET PER CPC 407.5 C) EGRESS SHOWERWINDOWS STALS SHALL HAVE OF 1024 SQ.IN MIN CAPABLE OF HAVE MIN 10) MUST BESHOWER NO MOREARE THAN 44 ABOVE F.F.;AND OPENINGS SHAL ENCOMPASSING A 30 PERMIN CPCCLEAR 411.7 HT OF 24 ; MIN CLEAR WIDTH OF 20 CLEAR OPENING OFCIRCLE 5.7 SQFT;

BBQ WITH NONREFLECTIVE36 GAS BBQ WITH COVER PER NON-REFLECTIVE COVER PER MARTIS MARTIS CAMP CAMP REQ'S REQ'S

PROVIDE OUTLET FOR ELECTRIC VEHICLE

LAUNDRY

4'-4

RISERS

DN 3 EQ. RISERS

STAIR

17'-4 1/2

2'-8

REF/FR

CONCRETE WOOD

117

8.9.ALL LANDINGS TO BE LOCATED NO MORE THEN 7.75 BELOW A DOOR'S ALLEXTERIOR NEW BATHS SHALLARE HAVE THRESHOLD A) MAX 1.28 GAL/FLUSH TOILET, SHOWER MAX 2.5GPM, FAUCETS 2.2 GPM MAX PER CPC 402

WINDOWS TTS

CL HB

121

SLOPE

4'-UP 5 17 EQ.

119

KITCHEN

113

COVERED PATIO 121 COVERED PATIO

2 A3.2

DOG WASH

R/S

LAUNDRYLINE OF UPPERS

107

EDGE OF PATIO

2 A3.2

116

116 117

Kelly &

PRIVATE GARAGE IS PROTECTED BY A RESIDENTIAL FIRE SPRINKLER, THE OPENINGS NEED ONLY

GAS METER ENCLOSURE TO HAVE INDEPENDANT FOUNDATION AND SLAB PER SOUTHWEST GAS REQ'S FACE OF BOARD FORM GAS METER ENCLOSURE TO MEET ALL CONCRETE WALL TO BE 2 SOUTHWEST GAS REQ'S AND TO HAVE +6FURRED CURB OUTSIDE GRID LINE INDEPENDANT FOUNDATION AND SLAB AC CONDENSOR CL FENCE TO MATCH ADJACENT METAL CL PANEL 6'120 -3 1/4 6'-3 1/4

LINE OF UPPERS

113

. 3 EQ DN ERS RIS

121

EDGE OF PATIO

126

4'-1

SH.

115116

115

W.I.C.

120

DN 3 EQ. RISERS

FULL HT. CAB

COVERED PATIO

118

116

LAKE TAHOE, CALIFORNIA

www.ksaarch.com 855.415.4093

BE SELF-CLOSING SLEF-LATCHING CRC R302.5.1 7. DOOR 123 SHALL BE AAND 20 MIN - A SELF CLOSING AND SELF LATCHING, 1 3/8 THICK SOLID WOOD OR HONEYCOMB CORE STEEL DOOR IS REQ'D. EXCEPT WHERE THE RESIDENCE AND 8.PRIVATE ALL EXTERIOR AREBY TOABE LOCATED NO THEN 7.75 BELOW A DOOR'S RESIDENTIAL FIREMORE SPRINKLER, THE OPENINGS NEED ONLY GARAGELANDINGS IS PROTECTED THRESHOLD BE SELF-CLOSING AND SLEF-LATCHING CRC R302.5.1

11'-0

Architecture Planning Stone Architects, Inc. Interiors

Kelly & Stone Architects, Inc.

DOOR 123 SHALL BE A 20 - ASURFACE SELF CLOSING AND SELF 1 3/8 THICKTHE SOLID 6.7. LOTS SHALL BE GRADED TO MIN DRAIN WATER AWAY FROMLATCHING, FOUNDATION WALLS. WHERE THE RESIDENCE AND WOODSHALL OR HONEYCOMB CORE STEELTHE DOOR IS 10' REQ'D. GRADE FALL A MIN. OF 6 WITHIN FIRST PER EXCEPT CRC R401.3

107

2 A4.2

JR MASTER BATH

TILE

115

W.I.C. [KING]

119

FULL HT.

LINE OF DECK ABOVE

CARPET

114

[KING]

READING 98'-2 (EL: 6018.25') T.O. PLY 113 NOOK 120 READING NOOK

STAIR

WINDOW SILL TOEBE FLUSH WITH OP INTERIORSLCOUNTER SURFACE WINDOW SILL TO BE FLUSH WITH INTERIOR COUNTER SURFACE

115

www.ksaarch.com

STEAMBOAT SPRINGS,855.415.4093 COLORADO

5.6.MAX. HOT WATER DISCHARGE FROM BATHTUB AND AWAY WHIRLPOOL FILTERS SHALL BE THE LOTS SHALL BETEMP. GRADED TO DRAIN SURFACE WATER FROM TUB FOUNDATION WALLS. LIMITED TO 120 DEGREES. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A GRADE SHALL FALL A MIN. 6 WITHINPER THECFC414.5 FIRST 10' PER CRC R401.3 CONTROL FOR MEETING THISOF PROVISION

PROVIDE CONCRETE PAD FOR AC UNIT

118

8 8

SH.BENCH

JR MASTER BATH 8'-11

4'-0

8'-9

101'-0 (EL: 6021') T.O. SPA

22째

AC AC BENCH COND. COND. (DETAILS (DETAILS TBD) TBD)

HIGH WINDOW

JR MASTER

112째

1/2 202 13'-3

112

22째

8'-7 3/4

121

104 8'-9

17'-6

11'-0 11'-0

+42 AC CONDENSOR FENCE TO MATCH ADJACENT METAL PANEL

117

125

114

ISOKERN MAGNUM 42 GAS FIREPLACE ISOKERN TH D MAGNUM 42 HEAR WOO GAS FIREPLACE +18 RETE 4 CONC FD A8.1

TH HEAR

+18

11'-0

12'-6 1/2 CL 1'-8 1/2

6'-11 1/2

116

1/2 12'-6

108

4. SEE TITLE TO 24 120 ENERGY CALCULATION REPORT ISSUED BY WOODSSHALL ENERGY CONSULTANTS FOR A LIMITED DEGREES. THE WATER HEATER THERMOSTAT NOT BE CONSIDERED MINIMUM R-VALUE AND U-VALUE CONSTRUCTION ASSEMBLIES. CONTROL FOR MEETING THISREQUIREMENTS PROVISION PERFOR CFC414.5

12'-6 1/2

12'-6 1/2 12'-6 1/2

13'-5 1/2 CL

CL 4'-9 1/2

HIGH WINDOW

JR MASTER

98'-2 (EL: 6018.25') T.O. PLY -IN BUILTEN OP VES SHEL

4'-1

CARPET

5'-1

17'-6

TH HEAR

LAKE TAHOE, CALIFORNIA

5. MAX. HOT WATER TEMP. DISCHARGE FROM BATHTUB AND WHIRLPOOL TUB FILTERS SHALL BE

K J

13'-5 1/2 13'-5 1/2

17'-9

FIREPLACE WALL VENT

114

+18

2'-0

8'-6

120

113

8'-9

0 33'-

OW 4'-0 IND HW HIG

FACE OF BOARD FORM CONCRETE WALL TO BE 2 FURRED OUTSIDE GRID LINE

108

-IN BUILTEN OP VES SHEL

13'-5 1/2

FIREPLACE WALL VENT CL HEAT N GLO EVEREST DIRECT VENT GAS 115 ABOVE FIREPLACE WITH T.V,

5'-0

INDO HW HIG

0 33'-

8'-9

123

54'-9

4'-1

9'-1 1/4

VEST

MARTIS CAMP LOT 443 CAMP MARTIS PLACER COUNTY, LOT 443CA

1/8 22'-

8'-6 HB

4'-0

1/2 5'-6

9'-0

123

124

3 A3.3

DESK

ART

124

DIRECT VENT GAS TH 1 FIREPLACEHEAT N GLO LUX 36 DIRECT VENT HEAR A8.1 +18 GAS FIREPLACE W/ T.V. ABOVE

1 A3.2

17'-9 13'-8 HEAT N GLO EVEREST DIRECT VENT GAS FIREPLACE

5'-0

-IN BULIT

MASTER SUITE

9'-0

5'-1

125

54'-9

SK DEVEST

VEST

13'-8

112

110

FREEG TUB DIN STAN

113

1/2 3'-5

1/2 15'-6 5'-6

9'-0

-IN BULIT

MASTER SUITE

E 3

3 A3.3

[KIN

1 A3.2

125

1 A3.3

126

VEST

] [KING

1 A3.3

1/8 22'-

W.I.C.

UP KE MA UNTER CO

3 A4.3

Architecture Planning Interiors

STEAMBOAT SPRINGS, COLORADO

3. SEE WALL SECTIONS FOR WALL, FLOOR, AND ROOF ASSEMBLY CALLOUTS

8'-10

MASTER

ISLAN

STUBR FO KED STAC/D W 18 X24 109 CRAWLSPACE ACCESS D BATH WOO TILE 109 H BENC

3'-0

112 114

WEATHER STRIPPING, AND A PAINTED FINISH

2. THE REFUSE ENCLOSURE IS BUILT ON A CONCRETE SLAB AND WILL BE ACCESSED VIA A DOORSECTIONS WITH ACCOMPANYING METAL FRAME AND LATCH WITH CALLOUTS A YEAR ROUND DOOR 3.METAL SEE WALL FOR WALL, FLOOR, AND ROOF ASSEMBLY KNOB WITH SECONDARY LATCH. THE INTERIOR MUST BE FINISHED WITH SHEETROCK, INSIDE STRIPPING, ANDCALCULATION A PAINTED FINISH REPORT ISSUED BY WOODS ENERGY CONSULTANTS FOR 4.WEATHER SEE TITLE 24 ENERGY

MINIMUM R-VALUE AND U-VALUE REQUIREMENTS FOR CONSTRUCTION ASSEMBLIES.

119 S OW IND HW HIG

6'-8

1/2 110 7'-11

DRAIN

H BENC

115

111

127

1 A4.1

9'-0

126

W/D

128

129

MASTER BATH

127

15'-6

W.C.

SHOWER

1/2 3'-5

5 6'-610

R/S

W.I.C. H BENC

112

3'-6

3'-0

6'-6

106

118

6'-3 111

CH TREN

H BENC

107

2'-0

ISLAN

116

129

WINDOWS TTS @ CORNER

117

128

4'-0

SHOWER 3'-0

3'-6

W.C. 4'-10

CL 5'-0

FURRED OUTSIDE GRID LINE

1/2 6'-9

WINE CAB. CLOSET WINE CAB.102 CLOSET

3'-0 2'-0

4'-0

4'-6

12'-10

1/2 3'-4

108

2'-0

4'-0

WINDOWS TTS @ CORNER CONCRETE WALL TO BE 2

2 10'-

110

0 28'-

111 WS INDO HW HIG

5'-0

FACE OF BOARD FORM

1/2 3'-4

CL 1/2 6'-9

109

4'-6

CL 1 A4.3 4'-4

AGREE TO BY THE PCAPCD AND WITH THE MARTISSHALL VALLEY AIR QUALITY 1. THE CONDITIONS OF APPROVAL ANDCONSISTENT THE CC&R'S FOR THE PROJECT EXPLICITLY FORBID ORDINANCE. SOLID FUELNON-EPA BURNING APPLIANCES/FIREPLACES ARE PROHIBITED IN MULTI-FAMILY THE INSTALLATION OF ANY PHASE 2 CERTIFIED WOOD BURNING DEVICES OR LAND USES. THE MAXIMUM EMISSION POTENTIAL FROM EACH RESIDENCE SHALL NOT EXCEED MASONRY FIREPLACES THAT DO NOT HAVE A UL APPROVED DECORATIVE GAS BURNING 7.5 GRAMSTHAT PERUSES HOUREITHER A DIRECT VENT OR BE VENT FLUE SYSTEM, UNLESS OTHERWISE APPLIANCE AGREE TO BY THE PCAPCD AND CONSISTENT WITH THE MARTIS VALLEY AIR QUALITY 2.ORDINANCE. THE REFUSESOLID ENCLOSURE IS BUILT ON A CONCRETE SLAB ARE ANDPROHIBITED WILL BE ACCESSED VIA A FUEL BURNING APPLIANCES/FIREPLACES IN MULTI-FAMILY METAL DOOR WITH ACCOMPANYING METAL FRAME AND LATCH WITH A YEAR ROUND DOOR LAND USES. THE MAXIMUM EMISSION POTENTIAL FROM EACH RESIDENCE SHALL NOT EXCEED KNOB WITH SECONDARY LATCH. THE INTERIOR MUST BE FINISHED WITH SHEETROCK, INSIDE 7.5 GRAMS PER HOUR

2'-7

C 2 6 4'-A3.3

12'-10 CL

PLANAPPLIANCE NOTES: THAT USES EITHER A DIRECT VENT OR BE VENT FLUE SYSTEM, UNLESS OTHERWISE

WINDOWS TTS

2'-0

0 28'-

B A

2 10'-

MARTIS CAMP LOT 443

C 2 A3.3

103

111'-0 (EL 6031') UPPER LEVEL T.O. PLY EL 6029.5' 111'-0 (EL 6031') T.O. PLATE UPPER LEVEL T.O. PLY

EL 6029.5' T.O. PLATE 129

128

127

EXISTING GRADE

PRELIMINARY SUBMITTAL

DATE: 11.07.2013 11.15.2013 12.16.2013

12.19.2013

120

115

CUSTOM STEEL CHIMNEY SHROUD

EL 6044.25' T.O. RIDGE

CUSTOM 9'-0 STEEL CHIMNEY SHROUD

21'-4 1/2

5'-6

7'-4

9'-7 1/2

11'-4 1/2

AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING

14'-0

EL 6045.5' T.O. RIDGE

EL 6045.25' T.O. RIDGE

BATTER 1/2 PER FT

EAST ELEVATION 4. SKYLIGHTS MUST HAVE TINTED, FLAT GLAZING THAT PROJECTS

METAL CRICKET TO MATCH METAL ROOFING

REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

EL 6047' T.O. CAP 207 EL 6048' T.O. CAP

CUSTOM STEEL CHIMNEY SURROUND

EL 6035' T.O. RIDGE

EL 6046.25 T.O. RIDGE

206

111'-0 (EL 6031') UPPER LEVEL T.O. PLY

ELEC METER

130

128

127

208

17 EXISTING GRADE SHOWN AS DASHED

105 21'-4 1/2

9'-0

PROPOSED GRADE

100'-0 (E 12 L 6020') MAIN LEVEL T.O. PLY

9'-7 1/2

11'-4 1/2

14'-0

EL 6045.5 T.O. RIDGE

EL 6045.25 T.O. RIDGE

EAST ELEVATION

128SCALE: 3/16 =

1'-0

7)COMPOSITE ELECTRIC METER CLOSET TO CONFORM TO LIBERTY REQ'S, DOOR SHINGLE ROOF CLADDING TO MATCH COLOR AND PATTERN OF ADJACENT METAL 19 PANEL

HORIZONTAL WOOD SIDING

8) TRASH ROOM TO MEET ALL PALCER COUNTY REQUIRMENTS

103

14 2X2 STEEL WRAPPED SQ WINDOW TRIM AT VERTICAL ENGINEERING SIDING

16 VENEERED BOARD FORMED WALLS AT ENTRY

SUBMITTAL PROGRESS &

13 WOOD WINDOW TRIM AT HORIZONTAL SIDING PER DTLS

20 BREAK METAL TRIM AT WINDOW WALLS

PROJECT NUMBER:

METAL RIDGE CAP TO MATCH METAL ROOFING

13 WOOD WINDOW TRIM AT HORIZONTAL SIDING PER DTLS

SCALE: 3/16 =

1'-0

A3.1

EXISTING GRADE SHOWN AS DASHED

100'-0 (E L 6020')

16 VENEERED BOARD FORMED WALLS AT ENTRY CUSTOM STEEL CHIMNEY SURROUND

17 STEEL COLUMNS PER STRUCTURAL

EL 6048' T.O. CAP

18 EXPOSED STEEL BEAMS PER STRUCTURAL EL 6045.5 T.O. RIDGE

EL 6045.25 T.O. RIDGE

19 CORNER TRIM AT HORIZONTAL WOOD SIDING SOUTH ELEVATION 20 BREAK METAL TRIM AT WINDOW WALLS

SCALE: 3/16 =

1'-0

12'

ISSUE:

DATE:

PROGRESS SET CONCEPTUAL SUBMITTAL PROGRESS & ENGINEERING PROPOSAL SET

208 209

PRELIMINARY SUBMITTAL 105

104

11.07.2013 11.15.2013 12.16.2013

12.19.2013

103

111'-0 (EL 6031') UPPER LEVEL T.O. PLY EL 6029.5' T.O. PLATE

129

128

127 EXISTING GRADE SHOWN AS DASHED

PROJECT NUMBER:

#Pln

SHEET TITLE:

100'-0 (E L 6020') MAIN LEVEL T.O. PLY

BATTER FIREPLACE 1/2 PER FT

ELEVATIONS SHEET NUMBER:

SOUTH ELEVATION SCALE: 3/16 =

1'-0

PROGRESS 11.07.2013 SET CONCEPTUAL 11.15.2013 SUBMITTAL PROGRESS & 12.16.2013 PROJECT NUMBER: ENGINEERING PROPOSAL SET

SHEET TITLE:

PRELIMINARY SUBMITTAL

12.19.2013

A3.1

12'

#Pln

ELEVATIONS

SHEET NUMBER:

14 2X2 SQ WINDOW TRIM AT VERTICAL 4' STEEL WRAPPED 8' 12' SIDING

0 4' 8' 12' MAIN LEVEL T.O. PLY 15 BOARD FORMED CONCRETE SITE WALLS W/ 8 BOARDS AND 1/2 GAPS (SAMPLE REQ'D FOR OWNER/ARCHITECT APPROVAL PRIOR TO EXCAVATION)

2 4

#Pln

SHEET TITLE:

ELEVATIONS SHEET NUMBER: C COPYRIGHT

EL 6044.25' T.O. RIDGE

EL 6046.25 T.O. RIDGE

CUSTOM STEEL CHIMNEY SHROUD

EL 6045' T.O. RIDGE

EL 6045.5' T.O. RIDGE

EL 6045.25' T.O. RIDGE

EL 6044.25' T.O. RIDGE

REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

3 19

EL 6045.25' T.O. RIDGE

204 REVERSE BATTER STONE 1/2 PER FT AT SOUTH AND EAST WALLS

207

206

111'-0 (EL 6031') UPPER LEVEL T.O. PLY

133

8 4 3 9

101

132

8 4 3 9

101

131

130

ELEC METER 128

127

120

100'-0 (E L 6020') MAIN LEVEL T.O. PLY EXISTING GRADE SHOWN AS DASHED

9'-0

21'-4 1/2

ELECTRIC METER CLOSET TO CONFORM TO LIBERTY PROPOSED REQ'S, DOOR CLADDIGN TO MATCH COLOR AND GRADEPATTERN OF ADJACENT METAL PANEL

EXISTING GRADE SHOWN AS DASHED

5'-6

7'-4

9'-0

9'-7 1/2 7'-4

5'-6

100'-0 (E L 6020') MAIN LEVEL T.O. PLY

TRASH ROOM TO MEET ALL PLACER COUNTY REQ'S

9'-711'-4 1/2 1/2

11'-4 1/2

14'-0

EAST ELEVATION EAST ELEVATION

0 3/16 = 4' 1'-0 1'-0 SCALE:

SCALE: 3/16 =

KS|a INC. DO YOUR PART PLEASE RECYCLE

A3.1

111'-0 (EL 6031') UPPER LEVEL T.O. PLY

119

115

21'-4 1/2

A3.1

PROJECT NUMBER:

08'

12' 4'

12'

3. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST OCCUR FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING OF MATERIALS. 4. SKYLIGHTS MUST HAVE TINTED, FLAT GLAZING THAT PROJECTS ABOVE THE ROOF PLANE THE LEAST AMOUNT PRACTICAL. FRAMES SHALL COMPLIMENT THE HUE OF THE ROOFING, SO AS TO PROVIDE THE LEAST CONTRAST POSSIBLE

20 5

5) AWNING WINDOWS AT GREAT ROOM WINDOW 103 AND MASTER BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO THAT A 4 SPHERE CANNOT PASS THROUGH THE OPENING.

CUSTOM STEEL CHIMNEY SURROUND

EL 6048' T.O. CAP

EL 6047' T.O. CAP

EL 6046.25 T.O. RIDGE

EL 6045.5 T.O. RIDGE

EL 6045.25 T.O. RIDGE

VERTICAL WOOD SIDING

METAL PANEL

BOARD FORM CONCRETE

STONE VENEER

COMPOSITE SHINGLE ROOF

HORIZONTAL WOOD SIDING

208 209

105

104

103

111'-0 (EL 6031') UPPER LEVEL T.O. PLY EL 6029.5' 111'-0 (EL 6031') T.O. PLATE UPPER LEVEL T.O. PLY

EL 6029.5' T.O. PLATE 129

128

127

EXISTING GRADE SHOWN AS DASHED

A3.1 ELEVATIONS : Printed on 1/3/2014 at 4:34 PM

A3.1 ELEVATIONS : Printed on 2/24/2014 at 9:03 AM

BATTER FIREPLACE 1/2 PER FT

#Pln

ELEVATIONS

DATE:

SHEET NUMBER:

12 EXT LIGHT FIXTURE PER OWNER/ARCHITECT

12.19.2013

107'-6 ISSUE:T.O. CAP

SHEET TITLE:

127

1 1

PROGRESS SET CONCEPTUAL 11.15.2013 CHIMNEY CURB AND FLASHING AS SUBMITTAL REQ'D PROGRESS & 12.16.2013 EL 6035' ENGINEERING RIDGE PROPOSALT.O. SET

19 CORNER TRIM AT HORIZONTAL WOOD SIDING

EL 6029.5' 10 HEAVY TIMBER BEAMT.O. W/PLATE CAP FLASHING PER DETAIL

128

BATTER 1/2 11.07.2013 PER FT

18 EXPOSED STEEL BEAMS PER STRUCTURAL

METAL WRAPPED FASCIA W/ METAL DRIP EDGE FLASHING 111'-0 (EL 6031') TO MATCH METAL ROOFING UPPER LEVEL T.O. PLY

SOUTH ELEVATION ELEVATION SCALE:SOUTH 3/16 = 1'-0

METAL CRICKET TO

MATCH METAL ROOFING ISSUE: DATE:

PRELIMINARY SUBMITTAL

17 STEEL COLUMNS PER STRUCTURAL

SHOWN AS DASHED

HORIZONTAL WOOD SIDING, SPECIES TBD

EL 6035'

SUBMITTAL

EXISTING GRADE VENEER 6" DRYSTACK STONE

CLASS A-RATED ASPHALT SHINGLE ROOFING BY GAF OR APP'D EQUIVALENT

12.16.2013

PROPOSAL SET

15 BOARD FORMED CONCRETE SITE WALLS W/ 8 T.O. BOARDS RIDGE AND 1/2 GAPSPRELIMINARY (SAMPLE REQ'D FOR OWNER/ARCHITECT 12.19.2013 APPROVAL PRIOR TO EXCAVATION)

SQ EDGE 6 SHIP LAP VERTICAL BARN WOOD SIDING W/ 1/4 REVEALS

129

11.07.2013PER FT

METAL RIDGE SET CAP TO MATCH METAL ROOFING

** SOLID SAWN TOUNGE & GROOVE (1/8 SQ EDGE REVEAL) WOOD SIDING W/ NO THROUGH HOLES OR LOOSE KNOTS, INSTALLED OVER STRUCTURAL PLYWOOD OR OSB W/ MIN 7/16 THICKNESS. IN ACCORDANCE WITH THE WUI PRODUCTS GUIDE DATED JULY 11, 2011

CUSTOM STEEL CHIMNEY SHROUD

DATE:

10 HEAVY TIMBER BEAM W/ CAP FLASHING PER DETAIL BATTER 1/2

GRADE PAINTED METALEXISTING CLAD WOOD WINDOWS, TYP. TEMPERED 100'-0 (E L 6020') SHOWN AS DASHED GLAZING AS REQ' D BY CODE, MAX AVG AS MAIN LEVEL T.O. U-FACTOR PLY REQ'D PER TITLE 24 100'-0 (E L 6020') MAIN FASCIA LEVEL W/ T.O.METAL PLY DRIP EDGE 8 2X STAINED CLEAR CEDAR FLASHING TO MATCH METAL ROOFING

BATTER FIREPLACE 1/2 PER FT

METAL WRAPPED FASCIA W/ METAL DRIP EDGE FLASHING TO MATCH METAL ROOFING

ISSUE:WOOD SIDING CORNER TRIM AT HORIZONTAL

209

104

EXPOSED STEEL BEAMS PER STRUCTURAL

PROGRESS 20 BREAK METAL TRIM AT WINDOW WALLS

EL 6048' T.O. CAP

T.O. CAP

12 EXT LIGHT FIXTURE PER OWNER/ARCHITECT CONCEPTUAL 11.15.2013

12'

127 208

BATTER FIREPLACE 1/2 PER FT

105

REQ'D PER TITLE 24

9) GAS METER TO CONFORM TO ALL SOUTHWEST GAS SNOWLOAD REQ'S. FOOTINGS FOR GAS METER NOT TO BE SONOTUBE PER MARTIS CAMP REQ'S

129

PAINTED METAL CLAD WOOD WINDOWS, TYP. TEMPERED

FLASHING TO MATCH METAL ROOFING

EL 6048' T.O. CAP

103 7'-4

CLASS A-RATED ASPHALT SHINGLE ROOFING BY GAF OR

17 STEEL COLUMNS PER CLEAR STRUCTURAL 8 2X STAINED CEDAR FASCIA W/ METAL DRIP EDGE

CUSTOM STEEL CHIMNEY SURROUND

104 5'-6

6) ADDRESS NUMBERS TO BE MIN 4 IN HEIGHT, ILLUMINATE AT NIGHT, STONE VENEER MUST MEET CRCR319.1 18

GLAZINGFORMED AS REQ'D BY CODE,AT MAX AVG U-FACTOR AS VENEERED BOARD WALLS ENTRY EL 6047'

120

115

209

119 131

PANEL 5)METAL AWNING WINDOWS AT GREAT ROOM WINDOW 103 AND MASTER 16 BDRM WINDOW 105 MUST OPEN MAX OF 4 , SO THAT A 4 SPHERE CANNOTFORM PASS THROUGH THE OPENING. BOARD CONCRETE

EL 6045.25 T.O. RIDGE

132

8 4 3 9

101

EL 6045.25 T.O. RIDGE

EL 6045.5 T.O. RIDGE

133

101

107'-6 T.O. CAP

www.ksaarch.com 855.415.4093

APP'D EQUIVALENT 15 BOARD FORMED CONCRETE SITE WALLS W/ 8 BOARDS AND 1/2 GAPS (SAMPLE REQ'D FOR OWNER/ARCHITECT Kelly Stone Architects, Inc.SIDING, 6 & HORIZONTAL WOOD SPECIES TBD APPROVAL PRIOR TO EXCAVATION)

8' 12' ABOVE PRACTICAL. FRAMES SCALE: 3/16 = THE 1'-0 ROOF0PLANE THE4' LEAST AMOUNT SHALL COMPLIMENT THE HUE OF THE ROOFING, SO AS TO PROVIDE 1 VERTICAL WOOD SIDING THE LEAST CONTRAST POSSIBLE

204

CHIMNEY CURB AND FLASHING AS REQ'D

CLADDING TO MATCH COLOR AND PATTERN OF ADJACENT METAL

HORIZONTAL WOOD SIDING, SPECIES TBD PANEL

A3.1 ELEVATIONS : Printed on 2/24/2014 at 9:03 AM

PROPOSED GRADE

MARTIS CAMP LOT 443 PLACER COUNTY, CA

EL 6048' T.O. CAP

EXISTING GRADE SHOWN AS DASHED

111'-0 (EL 6031') UPPER LEVEL T.O. PLY

TRASHCLAD ROOM TO MEET WINDOWS, ALL PALCER COUNTY REQUIRMENTS 1. ALL EXTERIOR MATERIALS TO COMPLY WITH 2010 CRC SECTION 7 PAINTED 8)METAL WOOD TYP. TEMPERED 5327 GLAZING9)AS REQ'D MAX U-FACTOR GAS AS SNOWLOAD 119 GAS METERBY TOCODE, CONFORM TOAVG ALL SOUTHWEST REQ'D PER TITLE REQ'S. 24 FOOTINGS FOR GAS METER NOT TO BE SONOTUBE PER 2. ALL EXPOSED MECHANICAL AND PLUMBING VENTING LOCATIONS MARTIS CAMP REQ'S 8 2X STAINED CLEAR CEDAR FASCIA W/ METAL DRIP EDGE TO BE APPROVED BY ARCHITECTURAL REVIEW PRIOR TO INSTALLATION SAWN TOUNGE & GROOVE (1/8 SQ EDGE REVEAL) WOOD FLASHING** SOLID TO MATCH METAL ROOFING AND PAINTED A COLOR THAT COMPLEMENTS THE SURROUNDING SIDING W/ NO THROUGH HOLES OR LOOSE KNOTS, INSTALLED OVER MATERIAL (ROOF/SIDING). STRUCTURAL PLYWOOD OR OSB W/ MIN 7/16 THICKNESS. IN ACCORDANCE WITH WUI PRODUCTS GUIDE DATED JULY 11, 2011 9 METAL WRAPPED FASCIA W/THE METAL DRIP EDGE FLASHING MATCH METAL ROOFING 3. AN ON-SITE MOCK-UP OF ALL EXTERIOR MATERIALS MUST TO OCCUR 100'-0 (E L 6020')OF MATERIALS. FOR MARTIS CAMP APPROVAL PRIOR TO THE ORDERING MAIN LEVEL T.O. PLY 10 HEAVY TIMBER BEAM W/ CAP FLASHING PER DETAIL ELEVATION NOTES: 1 SQ EDGE 6 SHIP LAP VERTICAL BARN WOOD SIDING W/ 1/4 REVEALS 4. SKYLIGHTS MUST HAVE TO TINTED, FLAT THAT PROJECTS 1. ALL EXTERIOR MATERIALS COMPLY WITHGLAZING 2010 CRC SECTION 5327 METAL RIDGE CAP TO MATCH METAL ROOFING ABOVE THE ROOF PLANE THE LEAST AMOUNT PRACTICAL.11FRAMES 2 BLACKENED HEAT PATINA STEEL PANEL CLADDING W/ 1/2 2. ALL EXPOSED MECHANICAL VENTINGSO LOCATIONS SHALL COMPLIMENT THE HUEAND OFPLUMBING THE ROOFING, AS TO TO PROVIDE SQUARE HEAD EXPOSED FASTNERS W/ NEOPRENE 12 EXT LIGHT FIXTURE PER OWNER/ARCHITECT BE APPROVED BY ARCHITECTURAL WASHERS THE LEAST CONTRAST POSSIBLE REVIEW PRIOR TO INSTALLATION

PRELIMINARY - NOT FOR CONSTRUCTION

127

PRELIMINARY - NOT FOR CONSTRUCTION

128

MARTIS C LOT 44 PLACER COU

ELEVATION NOTES:

ELEC METER

130

PRELIMINARY - NOT FOR CONSTRUCTION

131

MARTIS CAMP LOT 443 PLACER COUNTY, CA

1'-0

132

8 4 3 9

101

MAR L

SCALE: 3/16 =

133

101

107'-6 T.O. CAP

BATTER FIREPLACE 1/2 PER FT

This project is being built as a speculative project in the Martis Camp development. My role in this project has been to collaborate with the project manager on the programming, and then create the 3D model and the construction documents. The project is finishing the construction document phase and will begin construction May 1st.

EXISTING GRADE SHOWN AS DASHED

100'-0 (E L 6020') MAIN LEVEL T.O. PLY

BATTER FIREPLACE 1/2 PER FT

100'-0 (E L 6020') MAIN LEVEL T.O. PLY

1 SOUTH ELEVATION SOUTH ELEVATION SCALE: 3/16 =

SCALE: 3/16 =

1'-0

12'

Piper Residence with Fergus Garber Young Architects

Site: single family home remodel in Menlo Park, California Programs: ArchiCAD, Permit and Construction Document Sets

42"

PANEL P-A

PANEL P-B

27"

PANEL P-C

ADDITION

27"

EXISTING

ADDITION & REMODEL CARPORT

W1 A4.1 B3

(N) 2x4 WALL WITH EXTERIOR STUCCO FINISH

27 1/2"

(N) 6:12 COMP SHINGLE ROOF

(E) SPARK ARRESTOR

(E) CHIMNEY

(N) COMP SHINGLE ROOF

RANGE HOOD VENT

(N) GATE

CONCRETE STEPS

(N) VELUX SKYLIGHT

(E) 4:12 CARPORT ROOF

(N)COMP SHINGLE ROOF

81 ENCINA AVE. PALO ALTO, CA 94301 t: 650.473.0400 | f: 650.473.0410 www.fgg-arch.com

TOE KICK

TOE KICK 24"

18"

21"

18" a

LEG L-1

3" LEG L-1

22"

24"

27"

LEG L-1

LIC

18"

21"

18"

LEG L-2

22"

3" LEG L-1 PANEL P-D

TOE KICK

27"

22"

3" LEG L-1

KITCHEN ISLAND ELEVATIONS

PANEL P-G

24"

18"

24"

PAINTED WALL

1'-3"

96"

18"

24"TILE 12" X 24"

24"

LIGHT FIXTURES, BY

OUTLET FOR OWNER. T.V. VERIFY HEIGHT

AND LOCATION IN TV NOOK ELEVATION

24"

18"

BUILT-IN BOOKCASE

GUEST BATHROOM LINEN

8 72"

1/2" THICK PAINTED WOOD SHELF

b 30"

HALLWAY LINEN

AND LOCATION IN MIRROR, BY OWNER. FIELD WITH OWNER & VERIFY HEIGHT IN FIELD WITH OWNER &ARCHITECT ARCHITECT

COAT HOOKS

9" 1 1/4" THICK PAINTED WOOD SEAT

WITH OWNER & ARCHITECT

COAT HOOKS

41"

19 1/2"

56 1/2"

b-b

REAR ENTRY ELEVATIONR R

TOE KICK 36" 6'-1" CLR - MIN. TO FINISHES

MASTER BATHROOM ELEVATION

36"

12"

b-b

REAR ENTRY ELEVATION

NI A

7'-0"

EX'G NON-CONFORMING ROOF IN DAYLIGHT PLANE

T.O. RIDGE: 13'-0" AFF

T.O. PLATE: 12'-0" AFF

(N) STUCCO TO MATCH (E) PROVIDE MIN. 3 LAYERS STUCCO (7/8" MIN) OVER 2 LAYERS GRADE 'D' BUILDING PAPER OVER EXTERIOR PLYWOOD

205

206

207

208

107

108

109

110

(N) VELUX SKYLIGHT T.O. PLATE: 8'-0" AFF

(N) GATE

(N) DS. (N) DS.

(E) DS. NEW STUCCO OVER OLD WINDOW HOLES TO MATCH EXISTING

111

112

113

(E) FENCE

T.O. TOP OF TRIM: 2'-9" AFF 5/16" X 6.25" SELECT CEDARMILL EVENING BLUE COLORPLUS HARDIE BOARD SIDING

T.O. F.F.: 0'-0"

MAIN LEVEL FF

T.O. FF: 0'-0"

T.O. GRADE: -1'-6"

1/06/11

CONSTRUCTION

T.O. RIDGE: 13'-10" AFF

ADDITION

EXISTING

EAST "REAR" ELEVATION

ADDITION & REMODEL

A5.1

CARPORT

W1 A4.1 (N) 2x4 WALL WITH EXTERIOR STUCCO FINISH

(N) 6:12 COMP SHINGLE ROOF

(E) SPARK ARRESTOR

(E) CHIMNEY

(N) COMP SHINGLE ROOF

RANGE HOOD VENT

(N) GATE

CONCRETE STEPS

(N) VELUX SKYLIGHT

(N)COMP SHINGLE ROOF

(E) 4:12 CARPORT ROOF

2 T.O. RIDGE: ±16'-7" AFF

ISSUE DATE DATE

A5.1

9/02/10

(N) VENT MATCH (E)

T.O. RIDGE: 13'-0" AFF

DESCRIPTION PERMIT

10/07/10 PERMIT REVISION 10/15/10 CONSTRUCTION

T.O. PLATE: 12'-0" AFF

(N) 6:12 PORCH ROOF

1/06/11

CONSTRUCTION

A2 A4.1

PAINTED BEAM WITH T&G UNDERNEATH AT FLAT CEILING

201

202

203

204

T.O. PLATE: 8'-3 1/2"

45°

PAINTED KNEE BRACES, SSD

3'-1"

(E) FENCE (N) DS.

105

PAINTED COLUMN, SSD PAINTED WOOD TRIM

106

101

103

104

(N) DS. (N) DS.

T.O. TOP OF TRIM: 2'-9" AFF HARDIE BOARD SIDING T.O. FF: 0'-0"

CONCRETE STEPS

(N) DS. MAIN LEVEL FF

MAIN LEVEL FF

(N) VENT

T.O. FF: 0'-0"

T.O. GRADE: 1'-0" 1/6/11 at 5:31 PM

2 T.O. RIDGE: ±16'-7" AFF

12 3.75 V.I.F.

10/07/10 PERMIT REVISION

INTERIOR ELEVATIONS

12" 19 1/2"

36"

PERMIT

03-31-2011

OF CA LIFOR

2 (N) GABLE VENT 12" X 24"

INTERIOR ELEVATIONS

41"

36"

18"

60 1/2"

4'-0"

TAMBOUR CABINETS 1'-6"

MASTER BATHROOM ELEVATION 39"

BUILT-IN BENCH

1 1/4" THICK PAINTED WOOD SEAT

18"

1'-6"

39" 6'-1" CLR - MIN. TO FINISHES

FREE STANDING VANITY BY OWNER

DESCRIPTION

DANIEL MASON GARBER C-28915

EXISTING

10"

TAMBOUR CABINETS PAINTED WALL C L

TOE KICK 3'-0"

MIRROR, BY OWNER.

BUILT-IN BENCHVERIFY HEIGHT IN FIELD

A1 A4.1 ADDITION & REMODEL

10"

WOOD SHELF

41"

6'-8" 4'-0"

C L

W2 A4.1

CONSTRUCTION

DATE 9/02/10

SED ARCHITE EN

AT E

ISSUE DATE

12"

60 1/2"

1'-3" 1'-3" 1'-3"

C L OPEN SHELF

1/2" THICK PAINTED PAINTED WALL

PERMIT

6) ROOF COVERING MATERIAL SHALL BE MINIMUM CLASS C PER CBC 503.1, 1507

10/15/10 CONSTRUCTION

FRAMELESS TEMPERED GLASS SHOWER DOOR

FREE STANDING&VANITY WINDOW BY OWNER

DESCRIPTION

1/06/11

12"

GUEST BATHROOM LINEN

8 B6 72"

OWNER. VERIFY HEIGHT

C L

DATE

9/02/10

SOUTH ELEVATION

5) NEW ADDRESS SIGNAGE SHALL BE A MINIMUM OF 4" HIGH, AND SHALL CONTRAST WITH THE BACKGROUND PER CBC 501.2.

10/07/10 PERMIT REVISION

81 ENCINA AVE. PALO ALTO, CA 94301

| f: 650.473.0410 E4t: 650.473.0400 www.fgg-arch.com

4) BEFORE CONSTRUCTION, VERIFY (E) ROOF PITCHES

10/15/10 CONSTRUCTION

B6 FRAMELESS TEMPERED 12"DOOR X 24" TILE GLASS SHOWER LIGHT FIXTURES, BY & WINDOW

ISSUE DATE

30"

HALLWAY LINEN

FIELD WITH OWNER & ARCHITECT

C L

1'-6 1/2"

Piper Residence_CD_110105.pln

1'-3"

18"

1 1/2"

TOE KICK

24"

PANEL P-H

1'-3"

24" BUILT-IN BOOKCASE

41"

1'-9" (V.I.F.)

3'-0"

24"

30"

C L 1'-6 1/2"

24"

LINEN CAB.

OPEN SHELF

3) NEW STUCCO TO MATCH (E). PROVIDE MIN. 3 LAYERS, 7/8" MIN., STUCCO OVER 2 LAYERS GRADE 'D' BUILDING PAPER OVER NO.15 ASPHALT FELT, COMPLYING WITH ASTM D 226, OVER EXTERIOR PLYWOOD WITH A MIN. 26GA GALVANIZED WEEP SCREED 4" ABOVE GRADE OR 2" ABOVE CONCRETE PER CBC 2510.6, 2512, AND 1404.1 AT ALL EXTERIOR STUCCO WALLS, TYP

30"

24" OUTLET FOR T.V.

TV NOOK ELEVATION

a-a

DINING ROOM ELEVATION

24"

56 1/2"

34 1/2"

LINEN CAB.

24" PAINTED WALL

30"

PANEL P-H

TOE KICK

24"

PANEL P-H

1'-9" (V.I.F.)

30"

18"

24"

a-a

6'-8"

30" a

78"

3" J2

1 1/2" Q

36"

PANEL P-H

NG ROOM ELEVATION

42"

34 1/2"

B9 96"

36"

66"

60"

78"

96"

42"

L 4"

96"

30"

12"

14"

LEGS L-2

LEG L-2

1) PATCH AND REPAIR FINISHES AS REQUIRED FOR NEW WINDOWS AND DOORS

LIC

53"

P-E

OPEN

14"

T.O. FF: 0'-0"

BUILDING ELEVATION NOTES

NI A

27"

6'-8"

23 1/2" 96"

TOE KICK

KITCHEN ISLAND ELEVATIONS PANEL

OPEN 4"

LEGS L-2

66"

60"

96"

14"

3" LEGS L-2

PANEL P-F

(N) VENT

MAIN LEVEL FF

450 BLAKE STREET, MENLO PARK, CALIFORNIA

3" LEG L-2

4 PANEL P-G

20"

OPEN

18"

FILLER

ISLAND "LEFT"

DRAWER 74"

MAIN LEVEL FF

PIPER RESIDENCE

21"

PANEL P-F

PANEL

(N) DS.

CONCRETE STEPS

A REMODEL AND ADDITION TO THE

21" a

(N) DS.

HARDIE BOARD SIDING

6'-8"

18"

(E) FENCE

(N) DS.

104

7'-0"

3" LEG L-2 PANEL P-E

15" PULL-OUT PANTRY

PANEL

DRAWER

3" LEG L-1

36" REFRIGERATOR

1/6/11 at 5:31 PM

27"

86" 84"

103

2) EGRESS WINDOWS INDICATED BY AN 'E', TYP. MIN. ONE EGRESS WINDOW PER BEDROOM WITH 44" MAX SILL HEIGHT ABOVE FLOOR, 5.7 SF MIN OPERABLE AREA, 24" CLEAN OPENABLE HEIGHT 20" CLEAR OPENABLE WIDTH PER CBC 1026

KITCHEN ELEVATION AT STOVE WALLP-D P-E

ISLAND "REAR"

101

PAINTED WOOD TRIM

OF CA LIFOR

(N) DS.

105

PAINTED COLUMN, SSD

450 BLAKE STREET, MENLO PARK, CALIFORNIA 450 BLAKE STREET, MENLO PARK, CALIFORNIA

106

T.O. GRADE: 1'-0"

A REMODEL AND ADDITION TO THE

14"

53"

TOE KICK

30" RANGE

PANEL P-F

34 1/2" 42"

24"

20"

OPEN

BUILT-IN BOOKSHELVES

ISLAND "LEFT"

74"

D a

LEGS L-2 PANEL P-D

204

3'-1"

PIPER RESIDENCE PIPER RESIDENCE

24"

18"

24"

27"

LEG L-1

4" 3" LEG L-2

22"

AT E

A REMODEL AND ADDITION TO THE

LEG L-1

KITCHEN ELEVATION AT STOVE WALL

DANIEL MASON GARBER C-28915

T.O. FF: 0'-0"

34 1/2"

WINE FRIDGE

PANEL P-G

30"

53"

TOE KICK

45°

Piper Residence_CD_110105.pln

18" a

42"

12"

42"

12"

21"

203

PANEL P-G

21"

LEG L-1

PANEL P-F

ISLAND "RIGHT"

34 1/2"

18"

3" LEG L-1

202

60"

36" 34 1/2" PANEL

15" PULL-OUT PANTRY

20"

74"

12" KICK TOE

24"

PANEL P-E

36" REFRIGERATOR

86" 84" 12" FILLER

201

T.O. TOP OF TRIM: 2'-9" AFF 03-31-2011

27"

F ISLAND "REAR"

12"

BUILT-IN BOOKSHELVES

86"

24"

30" RANGE

ISLAND "FRONT"

22" 18"

TOE KICK

24"

20"

KITCHEN ELEVATION AT SINK WALL P-D P-E

18"

PANEL

T.O. PLATE: 12'-0" AFF

PAINTED BEAM WITH T&G

PAINTED KNEE BRACES, SSD

SED ARCHITE EN

LIGHT SHELF AND TRIM ALIGN

12"

42"

34 1/2" 42"

24" DISHWASHER

21"

34 1/2"

WINE FRIDGE

WITH TRASH AND RECYCLING BINS

53" TOE KICK

21"

34 1/2"

42"

F ISLAND "RIGHT" PULL-OUT CABINET

74"

OUTLET IN CABINET

ISLAND SECTION a-a

12"

SWITCH, G PLAN

12"

86"

12"

Y WALL

KITCHEN ELEVATION AT SINK WALL

ISLAND "FRONT"

18"

34 1/2"

36"

ISLAND SECTION a-a

42"

NI A

96"

18" 24" K DISHWASHER

21"

TOE KICK

21"

8103-31-2011 ENCINA AVE.

A2 A4.1

www.fgg-arch.com T.O. PLATE: 8'-3 1/2"

36" 34 1/2"

42" 60"

PULL-OUT CABINET WITH TRASH AND RECYCLING BINS

T.O. RIDGE: 13'-0" AFF (N) 6:12 PORCH ROOF

ATPALO ALTO, CA 94301 UNDERNEATH AT FLAT CEILING R EO t: 650.473.0400 | f: 650.473.0410 F C A L IF O

96"

36"

34 1/2"

DANIEL MASON GARBER C-28915

(N) VENT MATCH (E)

SED ARCHITE EN

TRIM ALIGN

N3 B2

6 T.O. RIDGE: 13'-10" AFF

N2 LIGHT SHELF AND

OUTLET IN CABINET

E 27"

ALIGN LIGHT SHELF AND ROOM TRIM

27"

N3 B4

LIC

42"

60"

42" 60"

18"

96"

PANEL P-C

27 1/2"

PANEL P-B

PANEL P-A

23 1/2"

42"

B2 B3

T.O. RIDGE: ±16'-7" AFF 12

27 1/2"

42"

34 1/2"

ALIGN LIGHT SHELF AND ROOM TRIM

BUILDING ELEVATIONS E4

SOUTH ELEVATION SCALE:1/4" =

1'-0"

A3.2

SCALE:1/4" =

1'-0"

2'-3"

70 TYP

T.O. LIGHTSHELF T&G: 8'-0" AFF

2X FRAMING, SSD

(N) ROOF RAFTERS

1/2" BACKER BOARD

(E) WALL, RESURFACED W/ STUCCO (ALL SIDES)

PLY, SSD T.O.EXTERIOR PLATE: 8'-3 1/2"

LINE OF WEEP SCREED

2X4 WALL FRAMING 105 103

102

1/2" GYP. BD, PAINTED

FRONT PORCH

CRAWLSPACE

ROOF PLY, SSD

3) ALL DIMENSIONS TO EXISTING WALLS TAKEN FROM FACE OF FINISH, U.O.N.

81 ENCINA AVE. PALO ALTO,AIR CA SPACE 94301 GAP 6" LINEAR t: 650.473.0400 | f: 650.473.0410 @16" O.C. (E) FIREPLACE www.fgg-arch.com

(E) CHIMNEY

7) CONTRACTOR TO VERIFY W/ MANUFACTURER AND PROVIDE ALL CLEARANCES, PLUMBING, ELECTRICAL, AND MECHANICAL REQUIRED. 8) COORDINATE LOCATION FOR COOK TOP HOOD HEIGHT WITH ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION.

6 9) COORDINATE INSTALLATION OF ALL LIGHT FIXTURES, ELECTRICAL OUTLETS AND TELEPHONE JACKS WITH ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. SEE A2.3 FOR MORE INFORMATION.

11) ALL NEW WALLS SHALL HAVE MINIMUM 2x4 NOM WOOD STUDS AT 16" O.C. U.O.N.

S EN

LIC

12) PATCH AND REPAIR ALL DEMOLITION SCARS. ALL NEW AND PATCHED SURFACES SHALL BE SMOOTH CONTINUOUS AND IN PROPER CONDITION TO RECEIVE NEW FINISHES AS SPECIFIED. IN PATCHED AREAS OR ATTIC STORAGE HEAT REGISTER (TOE KICK) T.O. FINISH CLG: 11'-2" AFFWHERE WORK JOINS EXISTING, TRANSITIONS SHALL NOT BE VISIBLE. ATTIC 13) ALL NEW FLOOR MOUNTED HVAC GRILLES ARE TO BE FLUSH WITH FINISHED FLOOR. IF WOOD, GRILLES TO BE STAINED TO MATCH THE FLOOR, SEE A2.3 FOR LOCATION

118

117

MORTAR TRIM AROUND VENT OPENING

STONE TILE SURROUND

11'-8"

2X4

BATHROOM

5'-0" SETBACK

CARRERA SLAB, BY OWNER

PAINTED TRIM BD SIDING, SEE ELEVATIONS

EXTERIOR PLYWOOD, SSD

CLEAVAGE 2X MEMBRANE FRAMING, SSD 1/6/11 at 5:31 PM

(E) GAS METER

2X4

A3.2 2 LAYERS GRADE 'D' BLDG PAPER 3/4" MORTAR

(N) GAS RANGE AND VENT. HOOD

(N) 8'-0" x 4'-0" GATE STONE TILE FLOORING

SCALE: 1 1/2"=

1'-0"

Piper Residence_CD_110105.pln

EAVE VENT DETAIL

PAINTED STUCCO NOTE:ASPHALT SEE EAVE VENTING NO.15 BLDG.DETAIL MORE INFORMATION FELTFORO/ PLYWD. 18"

50'-0"

EXTERIOR PLY, SSD 2X FRAMING, SSD R-13 MIN. BATT INSULATION

SHT. MTL. FLASHING O/ ALL VERTICAL TO MIN 1/2" GYP BD HORIZONTAL CONNECTIONS, INCLUDING PAINTED STUCCO WINDOW HEADS NO.15 ASPHALT BLDG. FELT O/ PLYWD. EXTERIOR PLY, SSD 2X FRAMING, SSD 2

R-13 MIN. BATT INSULATION

HARDIE-BOARD LAP SIDING NO.15 ASPHALT BLDG. FELT SHT.O/ MTL.PLYWD. FLASHING O/ ALL VERTICAL TO

T.O. EXTERIOR LIGHTSHELF T&G: 7'-10" AFF

ISSUE DATE

HORIZONTAL CONNECTIONS, INCLUDING WINDOW HEADS FLOOR FRAMING, SSD

DESCRIPTION

ISSU DATE

10/07/10 PERMIT REVISION

9/02/10

SHT. MTL. TERMITE SHIELD. 1

HARDIE-BOARD LAP SIDING

CONSTRUCTION

1 x 4 T&G DECKING, PAINTED

FLOOR FRAMING, SSD

1X PAINTED TRIM SIMPSON 1616HL at ±48", BEYOND

SHT. MTL. TERMITE SHIELD.

KITCHEN COUNTERTOP

RETAIN (E) WALL

A2 A4.1

NOTE: REFERENCE STRUCTURAL DRAWINGS FOR FOUNDATION CONC. FDN, SSD AND FRAMING CONDITIONS AND DETAILS

CLEAVAGE MEMBRANE

NOTE: REFERENCE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING CONDITIONS AND DETAILS

SITE PLAN & FLOOR PLAN

SLOPE 1/4" / FOOT

BUILDIN DE SECT

(E) FLOOR PLY

EAVE VENT DETAIL SCALE: 1 1/2"=

1'-0"

N SHOWER CURB DETAIL FLOOR PLAN SCALE: 3"

1'-0"

SHOWER CURB DETAIL 1'-0"

SCALE:41/4" =

SCALE: 3"

KITCHEN LIGHT SHELF WALL SECTION =

1'-0"

A2.1 W2

1/06/11

CONC. FDN, SSD

10/07/10

10/15/10 2

NO.15 ASPHALT BLDG. FELT O/ PLYWD.

4X10 HEADER, SSD

(E) NON-CONFORMING

SLOPE 1/4" / FOOT

3/4" MORTAR

MIN. R-13 BATT INSULATION

(E) FLOOR PLY INT. GYP. BD.

5" SHT. MTL. GUTTER W/ 3" D.S.DISCHARGE ONTO SPLASHBLOCK

CURB STEP, MATCH LOW WALL DECORATIVE STONE (CARRERA - VERIFY WITH OWNER)

STONE TILE FLOORING PAINTED STUCCO EXTERIOR

103'-0"

SHOWER

TEMP'D GLASS SHOWER DOOR

1 3/8"

2 LAYERS GRADE 'D' BLDG PAPER

10'-6 1/2"1"

CURB STEP, MATCH LOW WALL DECORATIVE PAINTED ALUMINUM GUTTER STONE (CARRERA - VERIFY WITH OWNER)

PAINTED STUCCO EXTERIOR SIDING, SEE ELEVATIONS

1'-0"

SCA

MIN 1/2" GYP BD

T.O. INTERIOR LIGHTSHELF T&G: 8'-0" AFF

2X BLOCKING, SSD 1/06/11 2

COVERED CARPORT

ROOF RAFTER, SSD

PAINTED TRIM BD

SCALE: 1/4" =

SHOWER CURB DETA

1 x 4 T&G DECKING, PAINTED PERMIT 9/02/10

KITCHEN COUNTERTOP

(E) 19'-8" 1'-5"

W1 A4.1

2 -- SIM.

ASPHALT COMP. SHINGLES

BUILDING SECTION A

4" HALF-ROUND PAINTED GUTTER

HANGER, SSD DATE

1'-0"

HANGER, SSD10/15/10 CONSTRUCTION

10'-11"

24'-3"

SIMPSON 1616HL at ±48", BEYOND

106

@16" O.C.

16'-3 1/2"

1X PAINTED TRIM

4'-0"

PROVIDE MIN. 1" AIR SPACE 105PLY FOR VENTING BELOW ROOF

33'-8"

1 x 4 T&G DECKING, PAINTED

SHOWER

1'-0"

SCALE: 1/4" =

(N) CAB BATHROOM

TEMP'D GLASS SHOWER DOOR 6" LINEAR AIR SPACE GAP

(E) DRIVEWAY

13'-1 1/2"

FF = -0'-6"

107

1 3/8"

ROOF PLY, SSD DS

CONCRETE STEP DOWN TO GRADE

8'-7"

4X10 HEADER, SSD

10'-0"

(N) CAB

FRIDGE

PANTRY

2'-6"

COMP. ROOF5 SHINGLES, SEE ELEVATIONS

104

SCALE: 3"

WALL, REMOVED

N 56∘ 37' 00" W

109

SCALE: 1 1/2"=

2 1/2" X 12" TAPERED BEAM 24" O.C. 4x8 WOOD BEAM, SSD

SHOWER SILL DETAIL

3 LINE OF 2X BLOCKING, SSD (E) GARAGE

WIRE MESH

NEW ADDRESS SHALL BE MIN. R-13 SIGNAGE BATT INSULATION A MINIMUM OF 4" HIGH, AND SHALL CONTRAST WITH THE INT. GYP. BD. BACKGROUND PER CBC 501.2.

21'-8 1/2"

EGRESS

EQ.

3'-6"

W2 A4.1

HANGER, SSD

SLOPE 1/4

BUILDING SECTION B

(E) FLOOR PLY

EAVE VENT DETAIL

COMPOSITE SHINGLES ON PLYWOOD

R 10'-0"

BACK PORCH

CORROSION-RESISTANT CARRERA SLAB, BY OWNER 59'-4 1/2"

EXTERIOR PLYWOOD, SSD S 33∘ 24' 17" W 2X FRAMING, SSD

HANGER, SSD

CLEARANCE TO CARPORT

T.O. FINISH CLG: 11'-2" AFF

1 x 4 T&G DECKING, PAINTED

1/2"DN GYP. BD, PAINTED 3R @ 6"

103

7'-0"

1/6/11 at 5:31 PM

SCALE: 1 1/2"=SINK1'-0"

(N) KITCHEN

108

PAINTED ALUMINUM GUTTER

T.O. EXTERIOR LIGHTSHELF T&G: 7'-10" AFF

A5.1

(E) FP DS

T.O. INTERIOR LIGHTSHELF T&G: 8'-0" AFF

A1 A4.1

E3 A3.2

2X4 WALL FRAMING

110

FOUNDATION VENT DETAIL MW

STONE TILE SURROUND

4" HALF-ROUND PAINTED GUTTER

1'-0"

SKYLT ABOVE

SLOPE 1/8":1'-0"

13'-8"

2'-0"

FF = -0'-1"

ROOF RAFTER, SSD

Piper Residence_CD_110105.pln

4'-11 3/4"

14'-6"

2'-0"

CORROSION-RESISTANT WIRE MESH

DN 2R @ 6"

6" LINEAR AIR SPACE GAP @16" O.C.

1 4 A5.1 2

(N) DINING ROOM

4'-0"

(N) PORCH 102

PROVIDE MIN. 1" AIR SPACE BELOW ROOF PLY FOR VENTING 10'-3"

50'-0"

MORTAR SKYLT ABOVE

A5.1 1/2"10BACKER BOARD

(E) LIVING ROOM

SLOPE 1/8":1'-0"

ROOF PLY, SSD

PROVIDE 36" SQUARE CLEAR LEVEL LANDING AT EXTERIOR DOORS, TYP.

VESTIBULE

EXTERIOR PLY, SSD

COMP. ROOF SHINGLES, 2'-1" SEE ELEVATIONS E1 A3.1

SCALE: 3"

2X FRAMING, SSD

DS A3

2'-0"

BROOM SHOWER SILL DETAIL CLOSET CLOSET TILE, BY OWNER

3'-1"

TRIM AROUND VENT OPENING

4x8 WOOD BEAM, SSD

10'-3/4"

8'-9 1/2"

21'-1/2"

30" MIN DEPTH, WIDTH AND HEIGHT OF WORKING SPACE IN FRONT OF WATER HEATER

2 1/2" X 12" TAPERED BEAM 24" O.C.

11'-11 1/2"

8'-7"

A5.1

FF = 0'-0"

(E) NON-CONFORMING

1'-0"

W/D FD 5" STORAGE HIGH FOUNDATION VENT

CLOSET

COMPOSITE SHINGLES ON PLYWOOD

MARBLE SILL, MATCH LAVATORY COUNTERTOP

GALV. METAL FLASHING

6 3/4"

111

CLEAVAGE MEMBRANE

T.O. FF: 0'-0" T.O. GROUND LEVEL: -1'-0"

A REMODEL AND ADDITION TO THE

EQ. 7 LINEN

BENCH & CUBBIES

DN 1"

10'-6"

HARDIE BOARD LAP SIDING

A5.1

3'-6"

DN 2R @ 6"

13'-6"

3'-6"

SCALE: 16 1/2"=

3/8' FRAMELESS GLASS

6'-7"

1/2" GYP. BD, PAINTED

FOUNDATION VENT DETAIL (N) ENTRY

10'-0"

EGRESS

(N) ATTIC ACCESS ABOVE

2X4 WALL FRAMING

(E) HALL

(N) BUILT-INS

7'-6 1/2"

8'-1 1/2"

± 31'-2"

A1 A4.1

S 56∘ 37' 00" E

BLAKE STREET

112

M. BATH VAPOR BARRIER

AT E

NOTE: SEE EAVE VENTING DETAIL FOR MORE INFORMATION

3/4" MORTAR

18"

ENTRY

MASTER BEDROOM

DANIE GA C-

LINE OF WEEP SCREED

STONE TILE FLOORING

INT. GYP. BD.

T.O. FINISH CLG: 11'-2" AFF

113

2X4

FRONT PORCH

MIN. R-13 BATT FRONTINSULATION

SED EN

(E) WALL, RESURFACED W/ STUCCO (ALL SIDES)

2X FRAMING, SSD

2 EGRESS

9 A5.1 SKYLT ABOVE K

(E) BEDROOM #1

6'-9"

DN 6"

CLOSET

EGRESS

1/2" BACKER BOARD

EXTERIOR PLY, (E) SSD BEDROOM #2

BENCH & CUBBIES

6'-9"

A5.1 8

(E) MAILBOX

114

115

EGRESS

102

(E) BATHRM

2X FRAMING, SSD

122

20'-0" SETBACK

116

EGRESS

2 LAYERS GRADE 'D' BLDG PAPER EXTERIOR PLYWOOD, SSD

(N) ROOF RAFTERS

18" MIN.

119

EGRESS

103

t: 650.473.0400 SHOWER www.fgg

1 X 4 T&G DECKING, PAINTED

CARRERA SLAB, BY OWNER CURB STEP, MATCH LOW WALL DECORATIVE STONE (CARRERA - VERIFY WITH OWNER)

T.O. PLATE: 8'-3 1/2"

TILE, BY OWNER

5'-0"

SEE A7.1 FOR ENLARGED PLAN

57'-2 1/2"

121

CRAWLSPACE

59'-2 3/4"

5" HIGH FOUNDATION VENT

SETBACK LINE

ROOF OUTLINE

(N) SKYLIGHT ABOVE, TYP

Piper Residence_CD_110105.pln

GALV. METAL FLASHING

120

SLOPE FLOOR TO DRAIN AT LAUNDRY ROOM

LAVATORY COUNTERTOP

2'-0" 20'-0" SETBACK

5" (N) TANKLESS W.H. SEE SHEET NOTE #16

(N) BUILT-IN LINEN POCKET DOOR MARBLE SILL, MATCH CABINET

6'-4"

16" DIA MUNICIPAL SYCAMORE

SETBACK LINE

(E) LIVING ROOM

104

DINING ROOM

1/6/11 at 5:31 PM

3/8' FRAMELESS GLASS

HARDIE BOARD LAP SIDING S 33∘ 24' 17" W 103'-0"

105

KITCHEN

SETBACK

VAPOR BARRIER

HARDSCAPED STEPS AT GRADE

REAR ENTRY

1'-0"

81 ENC PALO ALT

(E) ROOF RAFTERS T.O. PLATE: 7'-9 3/4" AFF

MASTER CLOSET

3 1/2" X 11 7/8" PLM RIDGE BEAM, SSD

03-31-2011

6 3/4"

17) NEW FORCED AIR UNIT (FAU) IN CRAWLSPACE TO REPLACE (E). PROVIDE CONCRETE SLAB MIN. 3" ABOVE GRADE IF NONE EXISTS. 18) NEW FLOOR HEAT REGISTERS AS SHOWN, PROVIDE DUCTWORK AS REQUIRED

E2 A3.1

(E)

5" SHT. MTL. GUTTER W/ 3" D.S.TEMP'D GLASS SHOWER DOOR DISCHARGE ONTO SPLASHBLOCK

PAINTED STUCCO EXTERIOR SIDING, SEE ELEVATIONS

16) TANKLESS WATER HEATER BY TAKAGI T-K3. PROVIDE MIN 3" COMBUSTION AIR FEED PER MANUFACTURER SPEC

TREE PROTECTION ZONE EQUAL TO 10 TIMES THE DIAMETER, SEE TPZ FILED WITH CITY OF MENLO PARK

T.O. (N) RIDGE: 13'-10" AFF

SCALE: 1/4" =

T.O. PLATE: 10'-3/8" AFF

BATHROOM

BUILDING SECTION A

OF C PAINTED TRIM A LIFBD

15) PROVIDE A (N) CODE COMPLIANT VAPOR RETARDER ON GROUND SURFACE IN ALL CRAWLSPACE AREAS PER CBC 1203.3.2.2, IF NONE CURRENTLY EXISTS, VIF

36" DIA FIR

ITE

DANIEL MASON GARBER C-28915

AT E

70 TYP

14) WATER HEATER TO HAVE SEISMIC STRAPS WITHIN UPPER THIRD AND LOWER THIRD OF UNIT, 4" MIN ABOVE CONTROLS. T.O. LIGHTSHELF T&G: 8'-0" AFF

12 4 (N)

PAINTED ALUMINUM GUTTER

ATTIC

2 -- SIM.

(N) COMPOSITION SHINGLE ROOFING

ASPHALT COMP. SHINGLES

2'-3"

10) PROVIDE ALL NECESSARY BLOCKING FOR ALL WALL MOUNTED ITEMS.

HEAT REGISTER (FLOOR)

ROOF ERAFTER, D ARCH SSD

DOWNSPOUT

STONE TILE SURROUND

CORROSION-RESISTANT WIRE MESH

NI A

T.O. RIDGE: ±16'-7" AFF

NEW FLOOR AREA DS

CENTERLINE OF WALL AT (E) BEDROOM #1

450 BLAKE STREET, MENLO PARK, CALIFORNIA

(E) FENCE

LIGHTSHELF WITH 3 1/2"x3/4" T&G DECKING

VELUX SKYLIGHTS

A REMODEL AND ADDITION TO THE

2 6) PULL-DOWN STAIR SHALL PROVIDE MINIMUM 22"x30" CLEAR OPENING WITH 30" CLEAR HEADROOM ABOVE OPENING.

1 3/8"

5) ARCHITECTURAL LAYOUT TAKES PRECEDENCE OVER STRUCTURAL LAYOUTS. NOTIFY ARCHITECT IMMEDIATELY FOR RESOLUTION IF ANY CONFLICTS ARE FOUND.

BUILDING SETBACK

1'-0"

PROVIDE MIN. 1"ADDITION AIR SPACE BELOW ROOF PLY FOR VENTING

EXISTING

PROPERTY LINE

ADDITION

4) ALL DIMENSIONS TO NEW WALLS TAKEN FROM FRAMING, U.O.N.

SCALE: 1/4" =

4'-0"

PIPER RESIDENCE

DEMOLISHED (E) WALL

T.O. FF: 0'-0"

SCA

BUILDING SECTION B

COMP. ROOF SHINGLES, SEE ELEVATIONS

2) CONTRACTOR MUST REFERENCE ARBORIST REPORT FOR HERITAGE TREE PROTECTION PLAN FOR THE 16" SYCAMORE ON MUNICIPAL GROUND AND THE 36" DOUGLAS FIR IN FRONT YARD. THERE WILL BE NO ROOT REMOVAL WITHIN THE DRIP LINE OF EITHER TREE.

NEW (N) WALL

SHOWER SILL DETAIL

1'-0"

T.O. GROUND LEVEL: -1'-0"

1) DURING CONSTRUCTION, PROTECT ALL EXISTING STRUCTURES, TREES, AND LANDSCAPING NOT IN CONTRACT.

EXISTING (E) WALL

SCALE: 1 1/2"=

FRONT ENTRY

SHEET NOTES

SYMBOL LEGEND

FOUNDATION VENT DETAIL

LIC

(E) LIVING ROOM

104

DINING ROOM

18" MIN.

KITCHEN

REAR ENTRY

MASTER CLOSET

KITCHEN LIGHT SHELF WALL SECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" =

W1W1

WALL SECTION

1'-0"

This is one of the first projects I did while working for Fergus Garber Young in Palo Alto, California. It was a remodel of the living room, dining room, kitchen and master suite. For this project, I made most of the permit and construction documents sets, including the images shown above from the sets. I worked on everything from the floor plans and required notes, to the kitchen elevations and window details. I developed the detail for the light shelf and exterior overhang on my own. The building was modeled in ArchiCAD, where the drawings were also produced. The images are of the final interior space after opening many of the interior walls.

SCALE: 3/4" =

SCALE: 3/4" = 1'-0"

A4 1'-0"

Oregon BILDS with Professor Rob Thallon

Site: Abandoned house on University of Oregon property two blocks West of campus Programs: ArchiCAD, Passive House Planning Package, Ecotect, Indesign, Illustrator, Photoshop, hand-built models

ECONOMY

REUSE

ENERGY

MARKETABLE

Efficient appliances and ready to install photovoltaic roof saves energy

•Plenty of entertainment space indoors and out •A design that maintains the neighborhood aesthetic •Flexible space for growing families •An office space •A garage •Space for a rentable Accessory dwelling unit

Intentional flexibility of spaces creates low cost opportunities to change living environmentsallowing for the home to expand or shrink with the user’s needs

Rainwater is harvested from roof and distributed to household and irrigation uses.

WATER MANAGMENT

ACCESSORY DWELLING UNIT

RESIDENTIAL

• HOME OFFICE

OFFICE 180 S.F.

Thermal mass, high R-value wall, high performance windows, etc.

Bioswales collect water and plants filter harmful pollutants

SPECIFICATIONS

DESIRED FEATURES 12% 8 out of 68

• CLOSE TO UNIVERSITY OF OREGON KITCHEN FOCUS • 2 STORY

CAMPUS

CIRCULATION DINING 128 S.F.

BEDROOM 90 S.F.

SPECIFICATIONS STAIRS

63% 75% 85% 76% 43 out of 68 51 out of 68 52 out of 68 58 out of 68

BREAKDOWN BY SPACE

COVERED PORCH

DEN

MUD ROOM BATH 60 S.F. 12 S.F.

•

GREEN FEATURES

GARAGE

ENERGY LOCATION IN SPECIFIC EFFICIENCY SCHOOL DISTRICT

HOME OFFICE

12% 8 out of 68

56% 54% 29% 44% 63% 24% 16 out of 68 20 out of 68 30 out of 68 37 out of 68 38 out of 68 43 out of 68

63% 75% 85% 76% 43 out of 68 51 out of 68 52 out of 68 58 out of 68

• CLOSE TO UNIVERSITY OF OREGON

CIRCULATION • 2 STORY prevents mitigation into the ENTRY 33 S.F. land. Bioswales help to control water POTENTIAL and filter it through bioremediation. DINING • 2 BEDROOMS, KITCHEN

BATH 43 S.F.

128 S.F.

BEDROOM

S.F. low maintence, native Planted 90 with plantings RESIDENTIAL

FOR 3

S.F. • 2.5195 BATHS

• 1 CAR GARAGE, POTENTIAL FOR ACCESSORY DWELLING UNIT • HOME OFFICE

CAPTURE SUNLIGHT GREEN

GARAGE COVERED DEN MAXIMIZE SOUTHERN EDGE INLOCATION FEATURES PORCH OUTDOOR SPECIFIC

CARPORT

ENERGY EFFICIENCY

VILLARD ST

COOL FRESH AIR DRAWN INTO HRV

WARM STALE AIR FROM HOME DRAWIN INTO HRV

EXTERIOR WALLS ROOF SLAB WINDOWS & DOORS 12%

DESIRED FEATURES 8 out of 68

56% 54% 29% 44% 63% 24% 16 out of 68 20 out of 68 30 out of 68 37 out of 68 38 out of 68 43 out of 68

sola

r pa nels

• CLOSE TO UNIVERSITY OF OREGON

ENHANCED INSULATION VS. CODE Enhanced Insulation

485

SHEEP

60 50 40

30 (we currently are running at 5.66 kBTU/SF/YEAR 20 with American windows, or 3.75 with $ 10 European.) HEATING 0

CARPORT

DEN

GOAL: 4.75 kBTU/ SF/ YEAR

JAN

FEB MAR

APR MAY JUN JUL AUG SEPT OCT NOV DEC

COVERED PORCH

GREEN FEATURES

GARAGE

ENERGY LOCATION IN SPECIFIC EFFICIENCY SCHOOL DISTRICT

80 s.f. providing 74% of hot water demand Cost: approx. $4,000

CAMPUS/ WORK

WATER MANAGMENT - Rainwater catchment - Bioswales

GREYWATER SYSTEM : QUICK FACTS

Catchment Yield : 20,931 gallons Cistern Size : 792 gallons

POTENTIAL FOR 3

FOR 80 ACCESSORY DWELLING UNIT

YARD GUEST PROXIMITY LONG VIEWS EXPAND SITE BEDROOM TO

Eugene Annual Rainfall: 36 in/year Rainwater catchment area : 1264 sq. ft. Adjusted Catchment Ratio : 16 gallons/ sq. ft.

Heat Recovery Unit provide fresh air and climate control

WE USE APPROXIMATELY 3-5 TIMES 100 LESS ENERGY IF WE BUILT TO •THAN 1 CAR GARAGE, POTENTIAL 90 CODE

UNFOLDING LANDSCAPES

HEAT FROM INDOOR AIR IS TRANSFERRED TO INCOMING FRESH AIR

63% 75% 85% 76% 43 out of 68 51 out of 68 52 out of 68 58 out of 68

COOL STALE AIR IS RELEASED OUTSIDE

1.72 kW proving 32 % of Electricity Usage Cost: approx. $1,900

PASSIVE HOUSE • 2 STORY

HOME OFFICE

YARD

GUEST BEDROOM

Wool Insulation: 11.5” walls, 18” roof Cost: approx. $6,500

PROXIMITY TO CAMPUS/ WORK

YARD

SITE SECTION

DESIRED FEATURES

LIVING 1462.5111 SQ S.F.FT

TRANSMISSION HEAT LOSS BY BUILDING

Code

ENTRY 33 S.F.

KITCHEN 195 S.F.

• HOME OFFICE

BREAKDOWN BY SPACE

• 1462.5 SQ FT

ENERGY LOCATION IN SPECIFIC EFFICIENCY SCHOOL DISTRICT

SQUARE FOOTAGE

CARPORT

SQUARE FOOTAGE

SPECIFICATIONS

GARAGE

LIVING 111 S.F.

• 1 CAR GARAGE, POTENTIAL FOR ACCESSORY DWELLING UNIT

RESIDENTIAL

HIGH DENSITY

CODE INSULATION WITH STANDARD DOUBLE-PANE WINDOWS

PER MONTH

BATH 43 S.F.

56% 54% 29% 44% 63% 24% 16 out of 68 20 out of 68 30 out of 68 37 out of 68 38 out of 68 43 out of 68

SCHOOL DISTRICT

•Student labor •Efficient circulation/use of space •Low operating costs

ALL HEAT PROVIDED BY AN IN-LINE • NO HOME OFFICE DUCT HEATER. COOLING EQUIPTMENT

OFFICE 180 S.F.

GREEN FEATURES

• 2.5 BATHS

HIGH DENSITY

CAMPUS

INTEGRATES ROOMS THROUGH FOCUS POINT

• 2.5 BATHS

BEDROOM 125 S.F.

COVERED

DEN

STAIRS PORCH MUD ROOM BATH 60 S.F. 12 S.F.

Clay soil CIRCULATION

AFFORDABLE KITCHEN FOCUS

WINDOWS BECOME A DECIDING 2 BEDROOMS, FACTOR ON• WHETHER OR NOT THE DESIGN MEETS STANDARD

CARPORT

BATH 46 S.F.

STAIRS

• 2 BEDROOMS, POTENTIAL FOR 3

floors for thermal mass, super-insulated construction, 7:12 roof pitch for optimal CatchmentPVYield : 20,931 gallons panel efficiency, solar water heater, Cistern Sizeand : 792 gallons heat recovery ventilation

• 1 CAR GARAGE, POTENTIAL FOR BIOREMEDIATION

INTEGRATES ROOMS THROUGH FOCUS POINT

BATH •Student labor STAIRS BIOSWALE : QUICK FACTS BEDROOM 46 S.F. •Efficient circulation/use of space 125 S.F. Three separate bioswales •Low operating costs

shape Rainfall: 36 in/year Eugene Annual •Controlling water--water catchment Rainwater catchment and bioswales area : 1264 sq. ft. Adjusted Catchment Ratiousage--concrete : 16 gallons/ sq. ft. •Minimizing energy

windows, etc.

• 2.5 BATHS

• 1462.5 SQ FT

•Student labor •Efficient circulation/use of space •Low operating costs

THE GRACEFUL EDGE GREYWATER •Saving SYSTEM : QUICK FACTS materials--small building, simple

Thermal mass, high R-value Bioswales collect water and • 2 BEDROOMS, POTENTIAL FOR 3 wall, high performance plants filter harmful pollutants

HRV, solar hot water, etc.

CIRCULATION

HRV, solar hot water, etc.

THE GRACEFUL EDGE

AFFORDABLE

- Rainwater catchment - Bioswales

• 2 STORY Flexible garden area is given for owners to supply their own food sources

INFRASTRUCTURE

HIGH DENSITY

CAMPUS

AFFORDABLE

Flexible garden area is given for owners to supply their own food sources

•Saving materials--small building, simple shape •Controlling water--water catchment and bioswales •Minimizing energy usage--concrete floors for thermal mass, super-insulated construction, 7:12 roof pitch for optimal PV panel efficiency, solar water heater, and heat recovery ventilation

SUSTAINABLE

SUSTAINABLE TECHNOLOGY

AGRICULTURE

SUSTAINABLE

• CLOSE TO UNIVERSITY OF OREGON Rainwater is harvested from roof and distributed to household and irrigation uses.

Intentional flexibility of spaces creates low cost opportunities to change living environmentsallowing for the home to expand or shrink with the user’s needs

VILLARD ST

DESIGN TENETS

• 1462.5 SQ FT

•Saving materials--small building, simple shape •Controlling water--water catchment and bioswales •Minimizing energy usage--concrete floors for thermal mass, super-insulated Efficient appliances and ready construction, 7:12 roof pitch for optimal to install photovoltaic roof saves PV panel efficiency, solar energy water heater, and heat recovery ventilation

VILLARD ST

and out •A design that maintains the neighborhood aesthetic •Flexible space for growing families •An office space •A garage •Space for a rentable Accessory dwelling unit

GUEST BEDROOM

PROXIMITY TO CAMPUS/ WORK

HO OF

DESIGN TENETS ENERGY

Efficient appliances and ready to install photovoltaic roof saves energy

ECONOMY

REUSE

Rainwater is harvested from roof and distributed to household and irrigation uses.

SUSTAINABLE TECHNOLOGY

AGRICULTURE

Intentional flexibility of spaces creates low cost opportunities to change living environmentsallowing for the home to expand or shrink with the user’s needs

Flexible garden area is given for owners to supply their own food sources

HRV, solar hot water, etc.

BIOREMEDIATION

INFRASTRUCTURE

Thermal mass, high R-value wall, high performance windows, etc.

Bioswales collect water and plants filter harmful pollutants

doors

VILLARD ST

THE GRACEFUL EDGE

SPECIFICATIONS • 1462.5 SQ FT

simple

12% 8 out of 68

56% 54% 29% 44% 63% 24% 16 out of 68 20 out of 68 30 out of 68 37 out of 68 38 out of 68 43 out of 68

63% 75% 85% 76% 43 out of 68 51 out of 68 52 out of 68 58 out of 68

• CLOSE TO UNIVERSITY OF OREGON

ent

• 2 STORY

ete ated ptimal eater,

DESIRED FEATURES

CAMPUS

HIGH DENSITY

RESIDENTIAL

As a class, our• 2goal was to design one sustainable, affordable single family residence for BEDROOMS, POTENTIAL FOR 3 • 2.5 BATHS new faculty at• 1the University of Oregon CAR GARAGE, POTENTIAL FOR ACCESSORY DWELLING we UNIT began our design process doing a charettee and each Since this is a group studio, • HOME OFFICE generating a design for the site, then combining them into two designs which were developed simultaneously. After a week of group development, we combined the best aspects of each design into one site strategy and as a group developed the project from there. CARPORT

DEN

COVERED PORCH

GREEN FEATURES

GARAGE

ENERGY LOCATION IN SPECIFIC EFFICIENCY SCHOOL DISTRICT

HOME OFFICE

YARD

GUEST BEDROOM

PROXIMITY TO CAMPUS/ WORK

��

6 6

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TOP PLATE 469.5'

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UPPER LEVEL F.F 461.5'

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UPPER LEVEL F.F 461.5'

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MAIN LEVEL F.F 451.5'

SCALE: 1/4" =

1'-0"

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SCALE: 1/4" =

1'-0"

��

5 4

TOP PLATE 469.5'

TOP PLATE 469.5' ��

UPPER LEVEL F.F 461.5'

��

MAIN LEVEL F.F 451.5'

3 4

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HEAD

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WINDOW HEADER SCALE: 3"

��

WINDOW JAMB SCALE: 3"

1'-0"

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SILL

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BUILDING SECTIONS

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MAIN LEVEL F.F 451.5' PORCH F.F 451.0'

�� SCALE: 1/4" =

1'-0"

�� SCALE: 1/4" =

1'-0"

��

EAST ELEVATION

��

WINDOW DETAILS

��

MAIN LEVEL F.F 451.5'

1'-0"

��

UPPER LEVEL F.F 461.5'

SCALE: 1/2" =

1'-0"

��

2 2

��

1'-0"

��

SCALE: 1 1/2"=

10'-0"

��

WINDOW SILL SCALE: 3"

1'-0"

��

SOUTH ELEVATION SITE SECTION

��

�

GARAGE FLOOR PLAN SCALE: 1/4" =

OPERATION

(2) CASEMENT FIXED FIXED (4) CASEMENT (2) CASEMENT CASEMENT FIXED (2) CASEMENT CASEMENT CASEMENT (3) CASEMENT AWNING (3) CASEMENT CASEMENT (2) CASEMENT AWNING

L, R

L,R,L,R L,R

L,R

L,F,R L,F,R L,R

MFR NO. CA1 0918 CA1 0508 CA1 0508 CA1 0815 CUSTOM CA1 0712 CA1 0712 CA1 0918 CA1 0712 CA1 0712 CA1 0712 AW1 0704 CA1 0712 CA1 0712 CA1 0712 AW1 0704

WINDOW SCHEDULE FRAME SIZE R. O. WIDTH HEIGHT WIDTH HEIGHT 2'-11 7/16" 5'-10 7/8" 5'-10 7/8" 5'-11 5/8" 1'-11 5/8" 2'-7 1/2" 2'-0 3/8" 2'-8 1/4" 1'-11 5/8" 2'-7 1/2" 2'-0 3/8" 2'-8 1/4" 2'-7 1/2" 4'-11 1/16" 10'-6" 4'-11 13/16" 3'-3 3/8" 6'-6" 3'-4 1/8" 6'-6 3/4" 2'-3 9/16" 3'-11 1/4" 2'-4 5/16" 4'-0" 2'-3 9/16" 3'-11 1/4" 2'-4 5/16" 4'-0" 2'-11 7/16" 5'-10 7/8" 5'-10 7/8" 5'-11 5/8" 2'-3 9/16" 3'-11 1/4" 2'-4 5/16" 4'-0" 2'-3 9/16" 3'-11 1/4" 2'-4 5/16" 4'-0" 2'-3 9/16" 3'-11 1/4" 7'-2 13/16" 4'-0" 2'-3 9/16" 1'-3 3/4" 2'-4 5/16" 1'-4 1/2" 2'-3 9/16" 3'-11 1/4" 7'-2 13/16" 4'-0" 2'-3 9/16" 3'-11 1/4" 2'-4 5/16" 4'-0" 2'-3 9/16" 3'-11 1/4" 4'-9 7/8" 4'-0" 2'-3 9/16" 1'-3 3/4" 2'-4 5/16" 1'-4 1/2"

SCALE: 1/4" =

4 6

HEAD HT. 8'-6" 7'-0" 7'-0" 8'-6" 8'-6" 8'-6" 13'-0" 8'-5 3/8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8"

SDL

2 6

NOTES

2 4

��

Y Y Y Y Y Y Y Y Y Y Y Y Y

1'-0"

W/D 2F

��

SILL TO MATCH U2 EGRESS EGRESS

��

U1 ATTIC ACCESS U8

��

TYPE

M1 M2 M3 M4 M5 M6 M7 U1 U2 U3 U4 U5 U6 U7 U8 U9

��

NO.

PROPOSED 2nd FLOOR GARAGE PLAN

1'-0"

1 6

DOOR SCHEDULE EXTERIOR DOORS NO. TYPE 1 2 3

ENTRY FRENCH ENTRY

INTERIOR DOORS 1A SINGLE 1B FRENCH 1C CASED OPENING 1D SINGLE 2A SINGLE 2B SINGLE 2C SINGLE 2D BIFOLD 2E SINGLE 2F SINGLE

OPERATION L L,R L L N/A N/A R R R R N/A L L

MFR. NO. BLT-680-010-4 FD4 3070 BLT-160-010-2 D80-06 D80-06

D80-06 D80-06 D80-06 D80-06 D80-06 D80-06

FRAME SIZE WIDTH HEIGHT 3'-0" 7'-0" 9'-9 3/8" 7'-2" 3'-0" 7'-0" 2'-4" 2'-6" 3'-0" 2'-0" 2'-6" 2'-6" 2'-6" 4'-6" 2'-6" 3'-0"

7'-0" 7'-0" 7'-0" 3'-0" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8"

��

ROUGH OPENING WIDTH HEIGHT 3'-1/2" 7'-1/2" 9'-9 7/8" 7'-2 1/2" 3'-1/2" 7'-1/2" 2'-5" 2'-7"

7'-1" 7'-1"

2'-1" 2'-7" 2'-7" 2'-7" 4'-7" 2'-7" 3'-1"

3'-1" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9" 6'-9"

HEAD HT. 7'-0" 7'-2" 7'-0" 7'-0" 7'-0" 7'-0" 4'-0" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8"

��

NOTES

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UNDER STAIRS

��

UNDER STAIR STORAGE 4 6

2 6

2 4

�� SCALE: 1/4" =

NOTES 1. SEE FRAMING PLAN FOR STUD LOCATIONS AND HEADER SIZES 2. ALL WINDOWS TO BE ZOLA TRIPLE PANE WOOD/CLAD 3. CENTER OF HORIZONTAL WINDOW SDLS TO BE LOCATED 1'-7" BELOW TOP OF FRAME; VERTICAL SDLS TO BE CENTERED ON GLASS 4. ALL EXTERIOR DOORS TO BE MASONITE WOOD/CLAD 5. ALL INTERIOR DOORS TO BE MASONITE RIVERSIDE ANNIVERSARY COLLECTION

4 6

2 6

��

�

��

2 4

��

1 6

��

�

��

4 6

SCALE: 1/4" =

1'-0"

PROPOSED 2nd FLOOR GARAGE PLAN

EAST ELEVATION SCALE: 1/4" =

1'-0"

��

�

GARAGE FLOOR PLAN

��

� ��

1'-0"

Since this was a group studio, we each had a role. I led one of the two groups during small group development. Once one design was seleced, I led the plan development team and assisted with elevation development. I managed class task groups and communication between groups, trying to keep track of changes to make sure the necessary people were updated. Another student and I created all the permit documents in ArchiCAD. Ths studio required a lot of coordiantion, which was a great learning experience for me. Also as a gradaute student, I spend a great deal of time teaching my undergraduate studiomates about permit sets and creating drawings beyond those for typical final reviews.

��

2 6

2 4

�� SCALE: 1/4" =

1'-0"

The Secret Garden with Professors Brad Khouri and Rick Mohler

Site: In-fill lot in the Capital Hill neighborhood of Seattle with alley access Programs: Revit, Indesign, Illustrator, Photoshop, hand-built models

To the left and right are sun diagrams showing the shadows cast onto the town home complex by its neighbors to the South as well as shadows the complex casts on its neighbors to the North. To the left is a cool Spring afternoon in March, during which the Northern town homes have warm Southern light pouring into their windows, due to the two story Southern units. To the right, during winter, the shadows that are cast onto the town homes by its neighbor to the South are minimal. However, the single family home to the North is cast into partial shade.

THIRD FLOOR PLAN

SECOND FLOOR PLAN

1/10” = 1’-0”

SECTION A-A

1/10” = 1’-0”

SECTION C-C

1/10” = 1’-0”

SECTION B-B

1/10” = 1’-0” GREEN FACTOR GREEN FACTOR LANDSCAPE ELEMENT LANDSCAPED AREA W/ SOIL DEPTH LESS THAN 24" LANDSCAPED AREA W/ 24" OF SOIL OR GREATER BIORETENTION FACILITIES GROUND COVERS OR PLANTS LESS THAN 2' AT MATURITY SHRUBS OR PERENINIALS 2'+ AT MATURITY NUMBER OF SMALL TREES NUMBER OF SMALL/MEDIUM TREES NUMBER OF MEDIUM/LARGE TREES NUMBER OF LARGE TREES NUMBER OF LARGE TREES PRESERVED GREEN ROOF BETWEEN 2" AND 4" OF GROWTH MEDIUM GREEN ROOF OF AT LEAST 4" OF GROWTH MEDIUM VEGETATED WALLS APPROVED WATER FEATURES PERMEABLE PAVING OVER BETWEEN 6" AND 24" OF SOIL OR GRAVEL PERMEABLE PAVING OVER AT LEAST 24" OF SOIL OR GRAVEL STRUCTURAL SOIL SYSTEMS BONUS DROUGHT TOLERANT OR NATIVE PLANT SPECIES LANDSCAPED AREA AT LEAST 50% ANNUAL IRRIGATION BY HARVESTED RAINWATER LANDSCAPING VISIBLE FROM RIGHT OF WAY OR PUBLIC OPEN SPACES LANDSCAPING IN FOOD CULTIVATION TOTAL GREEN FACTOR

COMPONENT LOT SIZE FAR NUMBER OF UNITS TOTAL GROSS SQUARE FOOTAGE NUMBER OF PARKING STALLS TYPE OF PARKING OPEN SPACE TOTAL OPEN SPACE AT GRADE OPEN SPACE ABOVE GRADE AMENITY SPACE SQUARE FOOTAGE GREEN FACTOR

AREA 0.00 940.50 0.00 500.00 158.40 3.00 5.00 4.00 0.00 0.00 0.00 2395.00 890.00 0.00 0.00 2214.00 0.00 847.00 224.00 0.00 247.00 376.00 0.64

Vegetated Roofs

A Community P-Patch 2

FIRST FLOOR PLAN

Vegetated Wall

1/10” = 1’-0” B

PLANTING PLAN

1/20” = 1’-0”

East 1/8" = 1'-0"

AMOUNT 7200.00 1.36 8.00 9742.25 8.00 AT GRADE 2193.00 1608.00 585.00 1608.00 0.64

1/10” = 1’-0”

SITE PLAN

1/20” = 1’-0”

Using the proposed changes to the Seattle building code and the new green point system, I designed a multi-family housing complex addressing community needs on an urban in-fill site with alley access. After exploring multiple massing options on the site with an FAR of 1.4, the option I chose, based on the solar analysis and number of units, was an L-shape of town homes, with additional smaller units on the south side, to not block the sunlight on the complex. EAST ELEVATION

East 1/8" = 1'-0"

The concept is a central courtyard parti which fosters resident interactions achieved by moving the parking to the exterior, leaving the interior, normally reserved for parking, to the residents as community space. The entrances of the eight-home development all reside on the central court, which has space for a barbecue area and a community garden.

1/10” = 1’-0”

NORTH ELEVATION

1/10” = 1’-0”

Ribbon Chair

Maple and Steel Table

Furniture

Ribbon Chair with Professor NIls-Ole Zib Copenhagen, Denmark

Programs: full scale mock-up and full-scale prototype

Given 10m2 of veneer, I designed a chair inspired from Scandinavian designs. Given the flexible ribbon-like quality of veneer, this design stands to mimic a ribbon, something that cannot be constructed of solid wood. I have worked with solid wood many times, and wanted to create something that was inconceivable in anything but veneer, a highly flexible material. Although the design appears simple, the construction method was rather complicated, requiring approximately 240 hours of time in the wood shop, because a mold made of steel was first created over which the veneer could be vacuum formed.

Given the ribbon concept, the entire chair excluding the seat piece is made from one long piece of veneer. The difficulty in construction came once the veneer was vacuum formed, the mold had to be extracted from the veneer, rather then the veneer removed from the mold as is typically done.

Maple and Steel Table

Programs: full scale mock-ups and full scale prototype

This table was created as an intersection between an organic, live edge slab of maple, and 1/4â&#x20AC;? steel plate. Every piece of the table, including the connectors between the steel and wood were fabricated by myself utilizing the range of tools in our workshop. The live edge in the middle creates a small slit with which to see the metal below, then the two pieces join together to cascade over the miter joint. I welded plate steel to create the chevron below, designed to angle in at the base to prevent toe-stubbing. The metal connectors were created on the metal lathe and milling machines to my tableâ&#x20AC;&#x2122;s specifications.

Published Research Papers

Research

decoupled and largely invisible within the classrooms.

9. How often since November 1st 2011 have you felt there is toolittle air movement in the primary living area? (Please select one) Never

Figure 4: Mechanical mode

Rarely Sometimes

Compared to typical North American residential construction, the Passive House standard provides homes that reduce energy use by 90%, create consistent thermally comfortable homes and provides healthy air quality. In the U.S., twenty-five houses have received Passive House certification since 2003. Verification of performance aspects of the Passive House standard will inform the community of designers about post occupancy success of such construction. Our study compares the actual performance of Passive Houses to their modeled criteria by evaluating energy bills, surveying occupants about their thermal comfort and perceived indoor air quality, and measuring on site physical conditions.

Lillis Business Complex classrooms provide 100% outside air via mechanical and mixed-mode ventilation. Recently, CO2 sensors were installed in the exhaust ducts to tie ventilation rates to room occupancy for additional energy savings. This study describes and illustrates the hybrid ventilation system and compares ventilation rates before and after the CO2 demand controlled ventilation (DCV) regime was implemented. We hypothesized that the preDCV classrooms were overventilated during occupied periods and that the DCV system provides the designed ventilation rate of 15cfm/person. Our research methods included: physical Figure 5: Mixed mode measurements, review of design/operations documents, analysis Controlled Ventilation 2 Demandautomatic of CO building system(DCV) (BAS) data, and discussions with engineers and technicians. Results suggest the DCVlevels regime CO2 is not generally considered to be dangerous to humans atthat the concentration found in most buildings (typically rates 400-2,000 PPM) (Schell, 2001). In fact the National provides ventilation that are more consistent withInstitute the for Safety and Health in the United States sets CO2 exposure limits of 5,000 PPM and 30,000 mechanical design intentions thanASHRAE the pre-DCV However, PPM for short-term exposure (NIOSH, 2010). Standard 62 regime. recommendations have changed over BAS time with respect CO2 and DCV. versions of the standard inconsistent data andtopossible CO2Previous sensor malfunctions established an indoor limit of 1,000 PPM. However, more recently the standard has focused limit the ability for facilities managers to validate performance on differentials between outdoor ambient conditions and indoor measurements to indicate enhancements and analyze energy conservation.

Comfort and Indoor Air Quality in Passive Houses in the U.S

Visible Ventilation: Validating & Illustrating the Performance of a Hybrid Ventilation System in the United States

Beamer, Mike, D. Bisers, S. Duluk, D. Hogard, A. Kwok Proceedings of World Renewable Energy Forum 2012, Denver, CO, May 13 - 17, 2012

Collins, Thomas, S. Duluk, A. Kwok Proceedings of Indoor Air 2014 Conference, Hong Kong, China, July 7-12, 2014

Usually Always 0

Honorable mention best Conference Paper at the American Solar Energy Conference 2012

Solar Transit

In 2007, the University of Oregon signed the Presidents Climate Commitment to take steps toward becoming a carbon neutral campus. For our case study, we selected Pacific Hall, a double-loaded corridor building, which relies solely on mechanical cooling, because of its orientation and potential for passive cooling.. Due to its north-south orientation, occupants on the east and west sides often complain of thermal discomfort in the morning and the afternoon. Our approach to determining the passive cooling potential includes: 1) climate analysis, 2) building analysis, 3) measure of base case conditions, and 4) development of appropriate climate-responsive renovation strategies. We evaluated the effectiveness of these strategies through 5) prediction of comfort using the ASHRAE Standard 55-2010, 6) manual calculations using passive cooling guidelines and computer simulations to examine energy use comparisons. Based on our research, Pacific Hall has the potential to rely on passive cooling for at least 5 months of the year with minor interior renovations.

Solar PathďŹ nder

Solmetric HORIcatcher Sun Seeker SunEye app

Solmetric iPV app

A number of solar tools assist designers in evaluating a site for shading, solar access, daylighting design, photovoltaic placement, and passive solar heating potential. In the last ten years, handheld equipment and their software capabilities have evolved; coupled with the existing manual tools, we now have a wide range of tools available for solar analysis. This paper presents a comparative evaluation of solar site analysis tools from the perspective design inputs needed for Passive House certification. Two locations (Eugene, Oregon and Palo Alto, California) are used as base cases for evaluation. We present the results from onsite measurements, software predictions, output accuracy, ease of use, and other criteria to discuss the capabilities of the tools in education and in architectural design practice.

Visible Ventilation: A Return to Passive Cooling

Comparison of Solar Evaluation Tools: From Learning to Practice

Duluk, Sophia, A. Kwok, W. Thompson, T. Woudenberg, Proceedings of Architectural Research Cetners Consortium 2013 Conference, Charlotte, NC, March 27 - 30, 2013

Duluk, Sophia, A. Kwok, H. Nelson Proceedings of American Solar Energy Society, Solar Conference 2013, Baltimore, MD, April 16 - 20, 2013

Received Anthony Wong Scholarship for Research in Sustainable Design to present and attend ARCC 2013

Honorable mention best Conference Paper at the American Solar Energy Conference 2012