Sample Works 2017

Karno Widjaja

Assoc. AIA, LEED AP BD+C, SEED T: +1.412.427.1928 E: karno27@gmail.com W: www.karnowidjaja.com

Selected Works A Framework for Energy-Related Performance Assessment in Building and Community Retrofits Master in Design Studies Thesis, Harvard GSD

Design & Simulation of a Mixed-Mode Office Building Building Simulation, Harvard GSD Rendering

Diagrams

Mnandi School Proposal

D-Lab Schools Building Technology Laboratory, MIT

Saw Mill Greenway Proposal

Urban Laboratory, Carnegie Mellon University

Model Making

Ground Floor

Garfield Inter-Generational Living

Hand Sketching

Typical Floor Competition Submission, Building Trust International HOME Competition

$60K Prototype House for Habitat For Humanity Urban Design Build Studio, Carnegie Mellon University

Lobby

Professional Work

Meeting Room

Meeting Room

Digital Fabrication

Cover: Boston Living With Water Design Competition Final Rendering Produced in collaboration with Nupoor Monani & Kira Sargent

Office

Energy Analysis

Finegold Alexander Architects Pantry

Lake|Flato Architects

A Framework for Energy-Related Performance Assessment in Building & Community Retrofits Fall 2016 - January 2017 This thesis presents a framework for the assessment of energy-related objectives at both the building and community levels, providing an environmental performance overview to reinforce the current “business as usual� retrofit decision-making process. Following a model calibration process based on measured energy data, building performance simulation (BPS) and calculations were conducted utilizing four metrics: energy, exergy, CO2 emissions, and utility costs, with the goal of finding synergies and trade-offs when considering these energyrelated objectives. A simple sensitivity analysis was conducted to identify the most influential individual retrofit parameters on the respective energy-related objectives, which includes (1) lighting power density (2) equipment power density (3) infiltration rate (4) window performance (5) roof insulation, and (6) wall insulation. This allows for the selection of various retrofit measure packages that are context specific, and subsequent evaluation with the integration of various supply side systems at the community level. This research also investigated the effects of future climate change to understand the long-term impact of retrofit performance improvements.

Advisor: Holly W. Samuelson

RESEARCH CASE STUDY BOUNDARY

STEAM CONDENSATE RECYCLING LEGEND Buildings using condensate Existing return Proposed condensate Proposed return Proposed supply

+ + +

+ + + +

N + + + +

LEGEND

+

Harvard Campus Buildings Harvard Campus Underground Buildings Blackstone Plant

RESULTS SUMMARY All Buildings

SOLAR RENEWABLES

Surrounding Buildings

N

% Change Comparison (All Strategies)

Condensate Solar PVT Solar Thermal Solar PV Wall Insulation Roof Insulation Windows Infiltration Equip / Plug Lighting

+

-100%

-90%

-80%

Operational Energy

-70%

-60%

-50%

Exergy Destruction

-40%

-30%

CO2 Emissions

-20%

-10%

Utility Cost

LEGEND

0% + + + +

Location of solar renewables N

+

+ + +

PASSIVE DESIGN STRATEGIES

NORTH OPENING

WEST OPENING

No shading Natural ventilation

Natural ventilation East Facade

WEST SHADING Brise Soleil 10?

20?

30?

40?

19

50?

s

18

s

16

80?

15

14

13

12

11

10

9

West West Facade Facade East Facade

8

Sh

ad

ing

East Facade

7

70?

17

W

dow

ind

ow

Win

6

60?

Sha

ding

North and West Facades

Office 10?

20?

South Facade

EAST 30? OPENING

SOUTH OPENING

40?

50?

Natural ventilation

19

Natural ventilation

18

West Facade

Office

60?

70?

17 16

80?

15

14

13

12

11

10

9

6

West Facade

7

8

EAST SHADING Office

Brise Soleil East SouthFacade Facade

South South Facade Facade

Brise Soleil

ow

ad

ing

s

Sha

Sh

SOUTH SHADING

ind

dow

W

Win

s

Office

ding

South and East Facades

NATURAL VENTILATION

OVERALL PROCESS Energy Use Intensity (EUI)

Climate Analysis Base Model

268 [kWh/m2]

Mechanical Cooling

6693 [hrs]

Building Design

Section A Temperature

Shading & Daylighting

240 [kWh/m2]

Building Optimization Building Envelope

235 [kWh/m2]

Lighting Controls

202 [kWh/m2]

HVAC Systems

108 [kWh/m2]

5543 [hrs]

Buoyancy Ventilation

108 [kWh/m2]

5067 [hrs]

104 [kWh/m2]

4513 [hrs]

Natural Ventilation

Wind driven Ventilation Ceiling Fans One Chimney

Thermal Coupling Indoor Air Quality Site Renewable Energy

-26 [kWh/m2]

two Chimneys

1.25m/s

Final Result

Buoyancy Ventilation (Atrium)

78 [kWh/m2]

1.25m/s

4513 [hrs]

Section B Velocity

two Chimneys +fixed flow

Atrium

Design & Simulation of a Mixed-Mode Office Building

A

Ground Floor Ground Floor 1.25m/s

1.25m/s

DAYLIGHTING

Lobby

Lobby

Meeting Room

Meeting Room

B

Meeting Room

Meeting Room

Office

Office

Pantry

Typical Floor

Ground Floor

1st Floor Plan

2nd Floor Plan

Meeting Room

Office

Typical floor plan

Pantry Office

3rd Floor Plan

Lobby

Meeting Room

Typical Floor

Spring 2015 - May 2016 The research describes a case study that integrates an environmental performance analysis workflow with a design approach. This is achieved with the utilization of various energy simulation tools and software packages for a hypothetical office building located in New Delhi, India.

Lobby

Meeting Room

Meeting Room

Staircore Buoyancy Ventilation (Staircore) Typical FloorTypical Floor Ground Floor

Pantry

Pantry

After the initial set-up of the base building energy model (BEM), steps were taken to improve on various aspects such as (1) building design, (2) shading and daylighting, (3) building envelope, (4) lighting controls, (5) HVAC, (6) natural ventilation, (7) thermal coupling, (8) indoor air quality, and (9) site renewable energy. The outcome of these strategies resulted in a 71% reduction in building energy use intensity (EUI) from the base case. The intent is to help designers and energy modelers consider a step-by-step process that promotes the consideration of passive strategies in high performance building design, together with a relevant suite of software packages to conduct the required analysis.

In collaboration with Huishan He, Palak Gadodia & Rufei Wang

Mnandi School Proposal Fall 2015 This project involves the design and technical analysis of a potential new school construction in the town of Mnandi, located in the Eastern Cape region of South Africa. Partners include the US-Africa Children’s Fellowship, and Ubank, an entity specializing in micro-financing engaged in the construction of new schools across the country.

In collaboration with Maria E. Roldan

School Hall Building Toilet / Storage Building

BRICK PROTOTYPE TESTING

LEGEND Outdoor Air Drybulb Temperature Zone Mean Air Temperature Zone Operative Temperature

THERMAL SIMULATION

NATURAL VENTILATION

Thermal Comfort Zone

Summer Solstice (December 21)

LIGHTING STUDIES

Summer Solstice (December 21)

9am Sun vector + dry bulb temperature (Occupied hours)

12pm

3pm

Sun vector + dry bulb temperature > 24oC (Occupied hours)

Winter Solstice (June 21)

Spring Equinox (September 21)

Steel Frame

Steel Beam Connectors Steel Handrail

Metal Wire Mesh

Secondary Metal Support Steel I-Beam Supports

GRAVEL MOUNDS

32 25 FEET T

HEAVY VEGETATION

FEET

LOW-MID VEGETATION CLEARING

FEET

LOW SHALE FORMATIONS

HIGH SHALE FORMATIONS

640

550

FEET

37 70 SHALLOW VEGETATION

FEET FEET

650

I-376

490

860

FEET

REAR BLDG - MTL. DECK.

1,300 ,

920

FEET

FEET

800 0

MCGANN & CHESTER TOWING PRIVATIZED TOW POUND

FEET

1960

PITTSBURGH SCRAP METAL YARD

FEET

W LIBERTY RAIL MERGE

FEET

NORFOLK & WESTERN RAILWAY

REAR BLDG - MTL. DECK.

SAW MILL RUN CREEK

FEET

WEST LIBERTY AVE

740 450

CRANE AVE

GRAFFITIED MURALS

INDUSTRIAL STRUCTURE

WOODRUFF ST

Existing Railway Tracks

N

GEOGRAPHIC TYPOLOGIES SAW

MILL

GREENWAY

APPROX. ERROR: +/- 10 FEET

Saw Mill Greenway Proposal Fall 2012

The Saw Mill Greenway is a 1.8 mile long rails-to-trails biking and pedestrian path serving as a key connector for the neighborhoods of Beechview and Brookline in the city of Pittsburgh. This vision has the potential to connect the South Hills area to the larger region, with environmental, political, and economic advantages.

In collaboration with Jensen Ying

ga ord-

Community Courtyard

Unit Module Strategy

of

on

Unit Module

Interior VS Exterior Wall %

ry.

20%

ns

rts

eld

d-

58%

his

ng

2F

is

p-

60%

60%

es

60%

60%

GF

25%

Community Courtyard

The proposal considers a multiple unit strategy in order to lower the generic cost per unit, tapping on the concept of economies of scale via mass fabrication. Various unit modules were studied to determine which would be have the greatest percentage of interior wall VS exterior wall area. This is to allow for multiple units to share heating loads especially in a cold climate like Pittsburgh, resulting in overall reduced energy consumption and more savings for each owner. The multiple units were clustered in response to the nature of the site, forming a U-shaped courtyard that fosters communal interaction amongst residents as well as giving a sense of security and safety.

BTI25102 BROAD ST

6

3

2

5

LEGEND 1. Entry way 2. Entry garden 3. Trash collection point 4. Community garden / farm 5. Semi-private garden 6. First floor units 7. Energy metering relay

1

6 4 6

7

7 6

0’

5’

10’

20’

40’

GROUND FLOOR PLAN

ALHAMBRA WAY

BROAD ST

ENTRY / COMMUNITY COURTYARD

2 3

1

Garfield Inter-Generational Living

LEGEND

July 2012

4 1

The demise of Pittsburgh’s steel industry in the late 1970s - 1980s has resulted in an exodus of the city’s population, with almost a third moving out of the city.

Lower-income residents who cannot afford to move have the only option of ‘agingin-place’. This design proposes an inter-generational living scheme to encourage co-habitation between the old and young, promoting a greater sense of communal TYPICAL 1ST FLOOR UNIT living. This provides low-income elderly residents an affordable place to live in, LIVING / DINING AREA while giving younger people an opportunity to own their first home.

1

0’

5’

10’

20’

In collaboration with Winny Windasari Tan

2ND FLOOR PLAN

ALHAMBRA WAY

MAXIMUM HEIGHT

EXISTING PROPERTY LINE

EXISTING PROPERTY LINE

MAXIMUM HEIGHT

EXISTING PROPERTY LINE

40’

TYPICAL 1ST FLOOR UNIT BEDROOM

STREET ELEVATION NOT TO SCALE

EXISTING PROPERTY LINE

1. Second floor loft units 2. 2nd floor private porch 3. 2nd floor community porch 4. Common corridor

TYPICAL 2ND FLOOR LOFT UNIT LIVING / DINING AREA

TYPICAL 2ND FLOOR LOFT UNIT BEDROOM

$60K Prototype House for Habitat For Humanity Fall 2011 - Spring 2012

The $60K Prototype House was developed for the Lawrence County chapter of Habitat For Humanity in New Castle, PA. The design aims to meet the triple-bottom line goals of social, economic, and environmental sustainability for the benefit of the local community.

In collaboration with: Dan Quaintance, Jessica Wang, Rebecca Cole, Noelle White, Issac Kwon, and Joy Kang

energy savings

panelized construction

structural furniture wall

landscaping

large windows

shaded porch 48-415 Advanced Building Systems | Spring 2010 | ISSAC KWON | FEBURARY 26, 2012

WATER SYSTEMS

NOTES

48-415 Advanced Building Systems | Spring 2012 JAE WON JOY KANG | FEB 26, 2012

PLUMBING SYSTEMS

A1 A2

plumbing s y s t e m

4 G

J

1

3 2

G

5

7

H

3 G

2 F

I GJ

5

7 G

6

1

F I

B1 5 G H

healthy indoor environment

radiant floor heating

B2. SECONDARY CLEANTOUT C. 3” MAIN DRAIN D. WATER SOFTNER [ONLY BY REQUEST] E. WATER HEATER F. 1/4”/FT SLOPE, 4” DRAINS G. 1-1/2” DRAINS H. TO SEWER OR SEPTIC A1. MAIN VENT STACK I. WATER LINES A2. SECONDARY VENT STACK J. WATER METER B1. CLEANOUT K. HOT WATER LINE B2. SECONDARY CLEANTOUT L. COLD WATER LINE C. 3” MAIN DRAIN D. WATER SOFTNER [ONLY BY REQUEST] 1. 2ND FLR SINK E. WATER HEATER 2. 2ND FLR TOILET F. 1/4”/FT SLOPE, 4” DRAINS 3. 2ND FLR BATHTUB G. 1-1/2” DRAINS 4. 2ND FLR LAUNDRY MACHINE H. TO SEWER OR SEPTIC 5. 1ST FLR SINK I. WATER LINES 6. 1ST FLR TOILET J. WATER METER 7. 1ST FLR BATHTUB K. HOT WATER LINE 8. KITCHEN SINK L. COLD WATER LINE

C

GREY WATER RETURN [FRONT]

structural furniture wall

panelized construction

48-415 Advanced Building Systems | Spring 2012 | Jessica Wang | February 27, 2010

THERMAL PERFORMANCE FOLAN STUDIO

landscaping

large windows

shaded porch

While a radiant floor is used for heating, A ductless split cooling is used to cool the home.

NOTES

furniture wallsystem

H

water savings

natural ventilation

healthy indoor environment

natural ventilation

double height space

healthy indoor environment

radiant floor heating

The diagram shows an outdoor condensing unit and 5 indoor evaporators. The evaporators are located 1 in each bedroom and 2 in the larger open public space, which is the living room, dining room, and kitchen.

forcedair s y s t e m

rainwater harvesting

daylighting

thermal mass

pic: kelseymegancady.wordpress.com

WATER COLLECTION [BACK]

GREY WATER RETURN [BACK]

Carnegie Mellon University | School of Architecture | Center for Building Performance and Diagnostics

energy savings

48-415 Advanced Building Systems | Spring 2012 | Jessica Wang | February 27, 2010

structural furniture wall

panelized construction

landscaping

large windows

Carnegie Mellon University | School of Architecture | Center for Building Performance and Diagnostics

shaded porch

THERMAL PERFORMANCE

structural furniture wall

water savings

double height space

natural ventilation

FOLAN STUDIO NEWELL & MADISON. PITTSBURGH, PA

daylighting

double height space

thermal mass

thermal mass

WATER COLLECTION [FRONT]

energy savings

NEWELL & MADISON. PITTSBURGH, PA

L 1. 2ND FLR SINK 2. 2ND FLR TOILET K F Carnegie Mellon University | School of Architecture | Center for Building Performance and Diagnostics 3. 2ND FLR BATHTUB 4. 2ND FLR LAUNDRY MACHINE 4 5. 1ST FLR SINK 6. 1ST FLR TOILET 3 7. 1ST FLR BATHTUB B2 8. KITCHEN SINK G 2 L D E K F F C 7 B2 6 energy savings panelized construction D E F C B1

water savings

The water that is being used within the house gets stored in a pressure tank in the roof of the home. The greywater is then mixed with blackwater and properly disposed of into the sewage line of the house.

rainwater harvesting

info: water.vic.gov.au. kerrybakerson.suite101.com

A2

4 J

% of water usage.

The grey water collected from the rain is stored in the cistern at the back of the house. This water is used for flushing the toilets as well as to water the surrounding landscape.

rainwater harvesting

daylighting

A1. MAIN VENT STACK

B1A2

1

double height space

B2

SECONDARY VENT STACK DA2.

E B1. CLEANOUT

A1

G

natural ventilation

F

NOTES

6 F

A1

1. 2ND FLR SINK 2. 2ND FLR TOILET 3. 2ND FLR BATHTUB 4. 2ND FLR LAUNDRY MACHINE 5. 1ST FLR SINK 6. 1ST FLR TOILET thermal mass 7. 1ST FLR BATHTUB 8. KITCHEN SINK

UDBS: 60K HABITAT HOUSE NEWELL & MADISON, NEW CASTLE, PA

DUAL FLUSHING

F

I

G

L K

A1. MAIN VENT STACK A2. SECONDARY VENT STACK FOLAN STUDIO B1. CLEANOUT B2. SECONDARY CLEANTOUT C. 3” MAIN DRAIN NEWCASTLE, PA D. WATER SOFTNER [ONLY BY REQUEST] E. WATER savings HEATER water F. 1/4”/FT SLOPE, 4” DRAINS PLUMBING is rather simple in the Bathroom toilet will use dual flush G. 1-1/2” DRAINS house, for the limited budget for the system. There are multiple advanH. TO SEWER ORhouse SEPTICwill have two vent project.

The tages of using dual flushing system: I. WATER LINES systems for more efficient use of the Saves water, saves money, clog less, J. WATER ysstemMETER and water softner will be less have powerful flush K. HOT LINE likelyWATER to be installed.

L. COLD WATER LINE The dual flushing toilet saves up to 67

These drawings show the layout for

rainwater harvesting the radiant floor. The structure of the floor has studs 16” o.c.

The tubing diagramed is 1/2” in diameter allowing for a tighter turning radius. The tubes are then laid out 8” o.c., allowing for two between each floor stud.

radiant floor heating

MASSING

radiant floor heating

landscaping

d o u b l e height space

healthy indoor environment

MASSING

large|windows 48-415 Advanced Building Systems | Spring 2012 | Jessica Wang February 27, 2010 shaded porch

THERMAL PERFORMAN FOLAN STUDIO landscaping

NEWELL & MADISON. PITTSBURG

large windows

shaded porch

daylighting

daylighting

rainwater harvesting

EXTERIOR SPACES ROOF

These drawings show the layout for the radiant floor. The structure of the floor has studs 16” o.c.

ROOF

The tubing diagrame ameter allowing for radius. The tubes a 8” o.c., allowing for tw floor stud.

rainwater harvesting

energy savings

structural furniture wall

panelized construction

1ST FLOOR

2ND FLOOR

energy savings Carnegie Mellon University | School of Architecture | Center for Building Performance and Diagnostics natural ventilation

VERTICAL SURFACES

structural furniture wall

panelized construction double height space

water savings

healthy indoor environment 0 DEGREES

thermal mass landscaping

radiant floor heating

energy savings

panelized construction

thermal mass

landscaping

enclosure s y s t e m

30 DEGREES

30 DEGREES

healthy indoor environment

2ND FL

radiant floor heating

large windows shaded porch Carnegie Mellon University | School of Architecture | Center for Building Performance and Diagnostics

HORIZONTAL SURFACES

large windows

shaded porch

rainwater harvesting

structural furniture wall

s h a d e d p o 90rDEGREES c h daylighting

water savings

150 DEGREES

1ST FLOOR

r a d i a n t floorheating

landscaping

daylighting

double height space

natural ventilation

water savings thermal mass

120 DEGREES

150 DEGREES

60 DEGREES

30 DEGREES

rainwater harvesting

60 DEGREES natural ventilation

healthy indoor environment

shaded porch

double height space

PORCH radiant floor heating

large windows

SOLAR ANALYSIS PG 56

Professional Work Finegold Alexander Architects,June 2015 - August 2015 During my time at the firm, I worked with the principal and design director to develop concept plans and sections for the Anshe Emet Synagogue Sanctuary renovation proposal, as well as concept renderings for the client.

Other projects include working on portions for a proposal for Somerville High School, Lowell Trial Court, and a proposed Arts District Development in Albany, NY.

© 2013 Lake|Flato Architects, Inc.

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Professional Work

NOT FOR REGULATOR APPROVAL PERMITTING OR CONSTRUCTI

Lake|Flato Architects, August 2013 - April 2014

OXBOW

The Lake|Flato Porch House presents a new way of thinking, designing and building for the firm’s residential clients.

2027 LA HWY. MONTEREY, LA ARCHITECT

LAKE|FLATO ARCHITECTS, INC. 311 THIRD ST SAN ANTONIO, TX 78205 210 227 3335 P 210 224 9515 F

Based on a library of factory-constructed, modular living and sleeping, the Porch House concept enables a design-conscious owner to have a custom, site-specific, and LEED certified Lake|Flato house with a predictable outcome of quality, time, and cost. Porches and other outdoor areas, built on site, serve as connecting tissue to create exciting outdoor spaces and ensure each house is particular to its place.

ENTRANCE VIEW

I worked on design packages for the Oxbow project in Monterey, LA, as well as the Sweden Ranch Housing project in Hebbronville, TX under the direct supervision of the Associate Partner in charge of the Lake|Flato Porch House.

10. 18. 2013

L/F PROJ. N

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NO.

SCREEN PORCH VIEW

VIEW OF COVERED WALKWAY

VIEW OF COVERED WALKWAY FROM 2B1B

DATE

DESCRIP

3D VIEWS

A403

© 2013 Lake|Flato Architects, Inc.

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10/17/2

WATER COLLECTION

CORRUGATED METAL ROOF

SOLAR PV, THERMAL & RADIANT FLOOR HEATING

NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION

STEEL TUBE PURLINS

OXBOW

HOLLOW STEEL SUPPORT TUBE

DOUBLE STEEL ANGLE RAFTERS

2027 LA HWY. MONTEREY, LA ARCHITECT

LAKE|FLATO ARCHITECTS, INC. 311 THIRD ST SAN ANTONIO, TX 78205 210 227 3335 P 210 224 9515 F

STEEL COLUMNS INSECT SCREEN

SOLAR THERMAL PANELS RADIANT FLOOR HEATING SYSTEM SOLAR PV PANELS BOAT SHED

ELECTRICITY FOR HOUSE GUTTER FOR RAINWATER COLLECTION WATER PUMP & FILTERS WATER CISTERN FOR RAINWATER COLLECTION

SCREEN DOORS

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DATE

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CONCRETE FOOTING

ISOMETRIC DIAGRAM

THE PROW

3D VIEWS CONCEPT DESIGN | MARCH 2014

A402 10/17/2013 7:12:29 PM

SYSTEMS DIAGRAMS

INVERTER BATTERY WATER PUMP / HEATER / STORAGE TANK

48' - 0" 48' - 0"

48' - 0" 5' - 6 1/2"

10' - 6 1/2"

10' - 9"

5' - 5 1/2"

15' - 8 1/2"

5' - 5 1/2"

10' - 10"

10' - 5 1/2"

5' - 4 1/2"

5' - 6 1/2"

10' - 4"

5' - 6 1/2"

10' - 9"

5' - 6 1/2"

10' - 9"

15' - 0"

15' - 0"

15' - 0"

31' - 8 1/2"

MANAGER’S SUITE

3 BED

2 BED + DOGRUN 48' - 0"

48' - 0"

48' - 0"

8' - 9" 10' - 5 1/2"

10' - 7 1/2"

39' - 3"

13' - 7 1/4"

10' - 5 1/2"

EFFICIENCY

5' - 4 1/2"

15' - 10 1/2"

15' - 0"

15' - 0"

15' - 0"

13' - 3 3/4"

2 BED + KITCHEN

LIVING BAR + POWDER + LAUNDRY 40' - 8 3/4"

5' - 5 1/2"

8' - 5 1/4"

5' - 5 1/2"

10' - 10"

15' - 0"

10' - 6 1/2"

© 2013 Lake|Flato Architects, Inc.

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2 BED + DOGRUN (SHORT)

NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION

SWEDEN RANCH HOUSING 1

PROPOSED T SCHEMES SCALE: 1" = 10'-0"

2 BED + DOGRUN (SHORT) LIVING BAR

X1 X1

2 BED + DOGRUN (SIDE) MANAGER'S SUITE

X1 X1

HEBBRONVILLE, TX ARCHITECT

LAKE|FLATO ARCHITECTS, INC. 311 THIRD ST SAN ANTONIO, TX 78205 210 227 3335 P 210 224 9515 F

ASSOCIATE ARCHITECT

LEVINSON AND ALCOSER 1177 WEST LOOP SOUTH, SUITE 900 HOUSTON, TX 77027 713 787 0000 P 713 850 8250 F

CONTRACTOR

MARSHALL COMPANY 1001 2ND ST CORPUS CHRISTI, TX 78404 361 883 4369 P 361 883 6265 F

3

PROPOSED U SCHEME

LIVING BAR 2 BED + DOGRUN 3 BED

X1 X2 X2

SWEDEN RANCH HOUSING SCALE: 1" = 10'-0"

HEBBRONVILLE, TX

© 2013 Lake|Flato Architects, Inc.

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DESCRIPTION

SCHEMATIC DESIGN

LIVING BAR 2 BED + DOGRUN 3 BED

2

PROPOSED CROSS SCHEME SCALE: 1" = 10'-0"

X1 X2 X2

PLAN TYPOLOGIES

A100 12/12/2013 9:52:18 PM

ATON ROUGE

BALCONY SCHEMES | 18 OCTOBER 2013

SHED BALCONY SCHEME

TURNER BATON ROUGE

BALCONY SCHEMES | 18 OCTOBER 2013

TRUSS BALCONY SCHEME

5.0

9' - 6 3/4"

01

6.0

16' - 4 1/2"

7.0

30' - 8 3/4"

8.0

16' - 4 1/2"

8.8

9.0

28' - 6 1/2"

10.0

10.2 7' - 8 3/4"

47' - 6 1/2"

AMERICA ST

3

EMERSON - TYPE B ASYMMETRICAL OVERHANG

Sim

01 A202

EMERSON - TYPE B ASYMMETRICAL OVERHANG

4

01 A202

5

01 A200

Sim EMERSON - TYPE A SHORT OVERHANG

WW

7' - 8 3/4"

48' - 0"

47' - 6 1/2" 31' - 2 1/4" 16' - 4 1/2"

ST JOSEPH ST

21' - 5" 6' - 5 1/4"

9' - 11 1/4"

01

15 165A

14

A701

2.0

2.2

BATON ROUGE PORCH HOUSE

3/4" WOOD FLOOR ON WOOD SHEATHING ON PREFAB FLOOR TRUSSES LINE OF ROOF ABOVE STEEL COLUMN (SEE STRUCTURAL) COMPOSITE DECKING ON TREATED WOOD FRAMING. (SEE STRUCTURAL)

5' - 0"

BATON ROUGE, LA

1.99

11

163A

13 164A

CLOSET 3 164

16

CLOSET 2 163

10

A701

162A

9

ARCHITECT

18

A701

12

17 2

A701

160A

1

HALL 160

1.91

2' - 8"

DN

1.92

3' - 2 3/4"

1.93

7' - 0 1/2"

8' - 10 1/4"

2' - 5 1/2"

1.94 8' - 4 1/4"

161A

161B

1.95 9' - 9 1/2"

A401

CONTRACTOR

GOURIER CONSTRUCTION COMPANY INC. 18176 GREENWELL SPRING ROAD GREENWELL SPRINGS, LA 70739 225 261 1681 P

8

L

2 3/4"

03

1.97 ABOVE

2' - 4"

A501

1.98

5

1' - 11 3/4"

4

A701

EQ

166A

3' - 8"

20

LEAP! STRUCTURES 1000 E CESAR CHAVEZ ST. #201 AUSTIN, TX 78702 512 298 3999 P

GARDEN BALCONY

7 6

3

02

LAKE|FLATO ARCHITECTS, INC. 311 THIRD ST SAN ANTONIO, TX 78205 210 227 3335 P 210 224 9515 F

STRUCTURAL

BEDROOM 2 161

19

1.90

7' - 2"

NAPOLEAN ST

2.2

16' - 10"

9' - 11 1/4"

4' - 0" 2.00

W/D

14' - 0 1/2"

2.0

13' - 9 1/2" 8' - 3"

BATH 2 162

EQ

SS

16' - 4 1/2"

5' - 8 3/4"

A401

L

L

1.96 7' - 0 1/2"

3' - 2 3/4"

2 3/4"

48' - 0"

7' - 6"

6"

8' - 0" 04

SS

79' - 6"

16' - 10"

6' - 5 1/2"

2.01

REF.

0.8

EXISTING HOUSE

TO HOUSE EDGE

11' - 1 1/4"

02 A500

13' - 6" 2.02

BATH 3 165

REF.

BENCH

01 A500

9' - 6"

GOURIER CONSTRUCTION COMPANY INC. 18176 GREENWELL SPRING ROAD GREENWELL SPRINGS, LA 70739 225 261 1681 P

FUTURE THOREAU

FUTURE THOREAU

NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION

L

EQ

BEDROOM 3 166

BENCH

REF.

1.78 ABOVE

8' - 5 3/8"

11' - 7 1/2"

5' - 4 1/4"

A501

BENCH BENCH

FUTURE THOREAU

154B

A401

GARDEN ENTRY

K

4" / 12" 01

AC

L

02 3' - 10 3/4"

4' - 0 3/4"

8' - 3" 2.03

4" / 12"

EXISTING HOUSE

A401

6' - 3 1/2"

4' - 0" 2.04

K

1

EMERSON - TYPE A 01 SHORT OVERHANG A200

04 A500

13' - 6" 5' - 0"

GREEN HOUSE

K

03 A500 1.0

CONTRACTOR

A400

2' - 4"

03

J

1.77 ABOVE

3' - 2 1/8"

UP

K

LEAP! STRUCTURES 1000 E CESAR CHAVEZ ST. #201 AUSTIN, TX 78702 512 298 3999 P

W

2' - 5 1/2" 1' - 8 3/4" 4' - 2 1/4"

03

GARDEN PORCH

1.79

1.76

3' - 7 3/4"

1.80 ABOVE

7' - 7 1/2"

Sim

01 A200

6

5 BEDROOM 1 154

1.0

6' - 8 1/2"

EMERSON - TYPE A SHORT OVERHANG

A700

154A

12

3' - 0 3/4" 23' - 3 3/4"

2' - 11 1/2"

J

8

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

0.8

STRUCTURAL

EMERSON - TYPE B LONG OVERHANG

H

05 A900

10

EMERSON - 1ST FLOOR PLAN - SHORT OVERHANG

16' - 10"

04

A400

2

06 A900

152A

A700

A401

LAKE|FLATO ARCHITECTS, INC. 311 THIRD ST SAN ANTONIO, TX 78205 210 227 3335 P 210 224 9515 F

7

7

04 0.8

01

BATON ROUGE, LA

Sim

9

1.75

1.74 ABOVE

EQ

H

G

1.73

8' - 10 1/2"

ARCHITECT

01 A201 SS

G

EMERSON - TYPE B LONG OVERHANG

F

UP

150A

CLOSET 1 155

W/D

E

PANTRY/ LAUNDRY 152 11

1.72 ABOVE

13

153A

KITCHEN 151

4' - 2 1/4"

SS

E

6

01 A201

2

1 ---

04 A900

BATON ROUGE PORCH HOUSE

D

A700

1.70

3' - 5 1/2"

D

A501 L

A700 16

03 A900

UP

2' - 4"

C C.2

SS

C C.2

4 LIVING 150

1.71 ABOVE

6' - 0"

NEW PLANTING (REFER LANDSCAPE)

F

01

02

155A

15 14

3

02 A900 A401

STREET ENTRY

4' - 10 1/4"

SS

W

NEW HARDSCAPE (REFER LANDSCAPE)

STEEL COLUMN (SEE STRUCTURAL) COMPOSITE DECKING ON TREATED WOOD FRAMING. (SEE STRUCTURAL) K

01 A501

STREET PORCH

NEW ENTRY HARDSCAPE DRIVE (REFER LANDSCAPE)

2" x 6" CONTINUOUS WOOD DRINKRAIL

2 3/4"

1.81

BATH 1 153

NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION

AC

1.82

11' - 8 1/4"

14' - 6"

B

2.2

11' - 11"

4' - 11 3/4"

K

MECHANICAL PAD ZONES (REFER LANDSCAPE)

EXISTING HOUSE

2.0 8' - 0"

9' - 9 3/4"

1' - 6 1/4"

A.8

B

A500

8' - 0"

21' - 0 3/4"

2 3/4"

02

A500

02

48' - 0" 28' - 1"

01 A900

9' - 2 1/4"

A.8

01

A401

A500

7' - 6"

9' - 7 3/4"

SS

W

04

A500

1.0 8' - 0"

7' - 2 3/4"

16' - 10"

03 0.8 6"

© 2013 Lake|Flato Architects, Inc.

4.0

16' - 4 1/2"

A401

1.0

2.0

2.2

2.0

2.2

BENCH

FUTURE THOREAU

FUTURE THOREAU

REF.

02

REF.

EXISTING HOUSE

W W

EMERSON - 2ND FLOOR PLAN - SHORT OVERHANG SCALE: 1/4" = 1'-0"

SS

0.8

03

04

A500

A500

A401

01

02

A500

A500

02

1.0

CORRUGATED METAL ROOF

UP

03.24.2014 74' - 1 1/2"

L/F PROJ. NO.

P1301

DRAWN BY:

RP/KW

BA

PROJ. ARCHITECT

K

SS

ISSUE

03/24/14-FOR BIDDING

EXISTING HOUSE "HOUSE ON THE HILL"

DN

DN

DN

DN

UP

SS

A401

RIDGE

01

DN

DN

A

DN

DN

DN

DN

REVISIONS

DESCRIPTION

8" / 12"

02

A

8" / 12"

4" / 12"

SS

W

NO.

REF.

BENCH

BENCH

REF.

UP

C:\Revit Local Files\Turner_CENTRAL_R14_kwidjaja.rvt

8'

3.0

4.0

5.0

02

6.0

7.0

8.0

8.8

9.0

10.0

CONSTRUCTION DOCUMENTS

10.2

16'

ALL TREES AND NATURAL AREAS SHOWN ON PLAN SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION. VERIFY LOCATIONS IN FIELD. REFER LANDSCAPE CONTRACTOR SHALL ENSURE IRRIGATION OF ALL TREES AND VEGETATION ON SITE AS NECESSARY THROUGHOUT DEMOLITION AND CONSTRUCTION REFER TO LANDSCAPE SITE PLAN FOR GRADES AND TREE LOCATIONS CONTRACTOR SHALL PROVIDE FINAL GRADING FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS CONFIRM ON SITE SURVEY BENCHMARK CONFIRM WITH MUNICIPAL CODE FOR PROPERTY SETBACKS REFER TO SITE CONDITIONS FOR GRADE CHANGES. REFER TO STAKEOUT ON SITE FOR MODULE LOCATIONS REFER TO LANDSCAPE / CIVIL FOR UTILITY LOCATIONS

02

SCALE: 1/16" = 1'-0"

32'

SITE PLAN

SITE NOTES 01

03 04 05 06 07 08

64'

SCALE: 1/16" = 1'-0"

0.8

C:\Revit Local Files\Turner_CENTRAL_R14_kwidjaja.rvt

SS

SS

2.2

A400

01 0

2.0

SITE PLAN

CONSTRUCTION DOCUMENTS

UP

SS

S

S

SS

SS

SS

SS

SS

SS

1.0

REF.

L

UP

S

0.8

DESCRIPTION

BENCH

REF.

A501

PROJECT

DATE

BENCH BENCH

REF.

L

LOUISIANA AVE

RP/KW

ISSUE

DN

DN

03 A401

DATE

P1301

DRAWN BY:

SET ISSUE DATES DATE

REVISIONS NO.

L/F PROJ. NO.

BA

PROJ. ARCHITECT

03/24/14-FOR BIDDING

SS

S

SS

DN

4" / 12"

01 A501

AC

DN

8" / 12"

SET ISSUE DATES DATE

03.24.2014

A K 8" / 12"

FUTURE KITCHEN

TO HOUSE EDGE

TRUE NORTH

3 1 1 T H I R D S T R E E T S A N A N T O N I O, T E X A S 7 8 2 0 5 P 2 1 0. 2 2 7. 3 3 3 5 F 2 1 0. 2 2 4. 9 5 1 5 w w w . l a k e f l a t o . c o m

3.0

75' - 6 3/4"

6' - 0"

2.2

6' - 0"

2.0

47' - 6 1/2"

3 1 1 T H I R D S T R E E T S A N A N T O N I O, T E X A S 7 8 2 0 5 P 2 1 0. 2 2 7. 3 3 3 5 F 2 1 0. 2 2 4. 9 5 1 5 w w w . l a k e f l a t o . c o m

1.0

© 2013 Lake|Flato Architects, Inc.

A400 0.8

7' - 8 3/4"

A100

04

1.0

2.0

2.2

A401

FLOOR PLAN NOTES 01

03

04 05 06

ALL DIMENSIONS ARE MEASURED TO STRUCTURAL GRID; OR TO FACE OF STUD, CONCRETE, AND WOOD DECK; OR TO CENTERLINE OF WINDOWS, DOORS AND STEEL COLUMNS UNLESS OTHERWISE NOTED. PROVIDE SOLID WOOD BLOCKING AT ALL WALLS TO RECEIVE TOWEL BARS, TOILET PAPER HOLDERS, COAT HOOKS, ETC. ALL EXTERIOR SILLCOCKS SHALL BE SELF-DRAINING AND FROST RESISTANT WITH AN INTEGRAL BACKFLOW PREVENTER. CONFIRM WITH LANDSCAPE IRRIGATION FOR LOCATIONS. PROVIDE DRAIN PAN AT ALL WATER HEATERS. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL CONTACT ARCHITECT FOR DIMENSION CLARIFICATION AS NEEDED. REFER TO KEY PLAN AND SITE PLAN FOR MODULE TYPE LOCATIONS. ROOF NOTES

01

GANG ALL PLUMBING VENTS THROUGH ROOF AS APPLICABLE. PLACE OUT OF NOTICEABLE VIEW AS APPLICABLE.

02 03

EMERSON - ROOF PLAN - SHORT OVERHANG SCALE: 1/4" = 1'-0"

EMERSON PLANS - TYPE A

A200

2.2

01

04

03

A500

A500

A500

ROOF 25' - 6 3/8"

1.0

0.8

ROOF 25' - 6 3/8"

12"

12"

CORRUGATED METAL ROOF

8"

8"

STEEL TUBE PURLIN (SEE STRUCTURAL)

SECOND LEVEL T.O. PLATE 19' - 2 1/4"

SECOND LEVEL T.O. PLATE 19' - 2 1/4"

SECOND LEVEL T.O. PLATE 19' - 2 1/4"

WINDOW AS SCHEDULED HARDIE SHIPLAP SIDING

1.90 HARDIE SHIPLAP SIDING CORRUGATED METAL ROOF WOOD RAFTER (SEE STRUCTURAL) WOOD BEAM (SEE STRUCTURAL) CATTLE PANEL IN STEEL ANGLE FRAME

SECOND LEVEL 10' - 1 7/8" T.O.PLATE 9' - 0 3/8"

1.71

2.00

2.01

2.03

2.02

4"

SECOND LEVEL 10' - 1 7/8" 1.81

T.O.PLATE 9' - 0 3/8"

WOOD RAFTER (SEE STRUCTURAL)

1.82

CATTLE PANEL IN STEEL ANGLE FRAME STEEL COLUMN (SEE STRUCTURAL) COMPOSITE DECKING ON TREATED WOOD FRAMING. (SEE STRUCTURAL)

7' - 2"

STEEL COLUMN (SEE STRUCTURAL) 150A

02

01

A501 L

A501

L

K

ROOF 25' - 6 3/8" 12"

CORRUGATED METAL ROOF 8"

PREFAB WOOD TRUSS (SEE STRUCTURAL) 5/8" PTD GYPSUM BOARD

ROOF 25' - 6 3/8"

5/8" PTD GYPSUM BOARD PREFAB WOOD TRUSS (SEE STRUCTURAL)

12"

12"

8"

CORRUGATED METAL ROOF

8"

CONDITIONED ATTIC

CONDITIONED ATTIC

SECOND LEVEL T.O. PLATE 19' - 2 1/4"

SECOND LEVEL T.O. PLATE 19' - 2 1/4" SUPPLY AIR GRILL

WOOD PURLIN (SEE STRUCTURAL) CORRUGATED METAL ROOF WOOD BEAM (SEE STRUCTURAL)

12"

DOOR AS SCHEDULED 1.70

02 A501

12" 8"

2.04

CATTLE PANEL IN STEEL ANGLE FRAME COMPOSITE DECKING ON TREATED WOOD FRAMING. (SEE STRUCTURAL)

WINDOW AS SCHEDULED METAL TRIM TO MATCH WINDOWS AND DOORS FRAME. TYPICAL

1.72

1.99

01 A501 K

© 2013 Lake|Flato Architects, Inc.

02 A500

2.0

L

STEEL PIPE HANDRAIL

CONCRETE PIER (SEE STRUCTURAL)

FIRST LEVEL 0' - 0"

FIRST LEVEL 0' - 0"

T.O. PIER -2' - 0 3/4"

T.O. PIER -2' - 0 3/4"

1/4" TILE ON 5/8" CEMENT BACKERBOARD TUB AS SPECIFIED

NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION

162A

BATH 2 162

3/4" WOOD FLOOR ON WOOD SHEATHING ON PREFAB FLOOR TRUSSES

HALL 160 161A

5/8" PTD GYPSUM BOARD

3/4" WOOD FLOOR ON WOOD SHEATHING ON PREFAB FLOOR TRUSSES

BEDROOM 2 161

161A

5/8" PTD GYPSUM BOARD

1/2" PTD GYPSUM BOARD

162A

1/2" PTD GYPSUM BOARD

RETURN AIR GRILL

SECOND LEVEL 10' - 1 7/8" 08 A900

T.O.PLATE 9' - 0 3/8"

07 A900

PANTRY/ LAUNDRY 152

T.O.PLATE 9' - 0 3/8"

LIVING 150

BATH 1 153

BATON ROUGE PORCH HOUSE

SECOND LEVEL 10' - 1 7/8"

154A

WOOD BEAM (SEE STRUCTURAL) TREATED WOOD SKIRT FRAMING CONCRETE PIER (SEE STRUCTURAL)

FIRST LEVEL 0' - 0"

BEDROOM 1 154

154A

WOOD BEAM (SEE STRUCTURAL) TREATED WOOD SKIRT FRAMING CONCRETE PIER (SEE STRUCTURAL)

155A

FIRST LEVEL 0' - 0" T.O. PIER -2' - 0 3/4"

BATON ROUGE, LA

EMERSON - SHORT OVERHANG - FRONT ELEVATION SCALE: 1/4" = 1'-0"

02

LAKE|FLATO ARCHITECTS, INC. 311 THIRD ST SAN ANTONIO, TX 78205 210 227 3335 P 210 224 9515 F

EMERSON - SHORT OVERHANG - PRIVATE ELEVATION SCALE: 1/4" = 1'-0"

02

01 A501

L

1.0

03

04

01

02

A500

A500

A500

A500

12 8

1.80

STEEL PIPE HANDRAIL

1.93

1.94

1.95

CATTLE PANEL IN STEEL ANGLE FRAME COMPOSITE DECKING ON TREATED WOOD FRAMING. (SEE STRUCTURAL)

12"

PREFAB WOOD TRUSS (SEE STRUCTURAL) 12"

1.74

1.75

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

BA

L/F PROJ. NO.

P1301

DRAWN BY:

RP

8"

3/4" WOOD FLOOR ON WOOD SHEATHING ON PREFAB FLOOR TRUSSES

HALL 160

5/8" PTD GYPSUM BOARD

3/4" WOOD FLOOR ON WOOD SHEATHING ON PREFAB FLOOR TRUSSES 5/8" PTD GYPSUM BOARD

165A

166A

1/2" PTD GYPSUM BOARD

1/2" PTD GYPSUM BOARD

SECOND LEVEL 10' - 1 7/8"

T.O.PLATE 9' - 0 3/8"

T.O.PLATE 9' - 0 3/8"

LIVING 150 03 A901

ISSUE

5/8" PTD GYPSUM BOARD

BATH 3 165

WOOD BEAM (SEE STRUCTURAL) TREATED WOOD SKIRT FRAMING

3' - 3"

1.72

STAIR BEYOND

FIRST LEVEL 0' - 0"

SET ISSUE DATES DATE

PREFAB WOOD TRUSS (SEE STRUCTURAL)

CONDITIONED ATTIC

150A

03.24.2014

GOURIER CONSTRUCTION COMPANY INC. 18176 GREENWELL SPRING ROAD GREENWELL SPRINGS, LA 70739 225 261 1681 P

CORRUGATED METAL ROOF

12"

SECOND LEVEL T.O. PLATE 19' - 2 1/4"

SECOND LEVEL 10' - 1 7/8"

1.76

T.O. PIER -2' - 0 3/4"

EMERSON - SHORT OVERHANG - PUBLIC ELEVATION

12" 8"

04 A901

BEDROOM 3 166

T.O.PLATE 9' - 0 3/8"

FIRST LEVEL 0' - 0"

04

CORRUGATED METAL ROOF

8"

FIRST LEVEL 0' - 0"

1.71

1.70

KITCHEN 151

9' - 1 1/8"

1.73

1.77

LAKE|FLATO ARCHITECTS, INC. 311 THIRD ST SAN ANTONIO, TX 78205 210 227 3335 P 210 224 9515 F

K

ROOF 25' - 6 3/8"

12"

SUPPLY AIR GRILL

SECOND LEVEL 10' - 1 7/8"

PROJ. ARCHITECT

EMERSON - SHORT OVERHANG - BACK ELEVATION

L

1.96

CONCRETE PIER (SEE STRUCTURAL)

C:\Revit Local Files\Turner_CENTRAL_R14_kwidjaja.rvt

L

4"

FIRST FLOOR 0' - 0"

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

01 A501

B.O. FRAMING

1.79

WOOD RAFTER (SEE STRUCTURAL) 2" x 6" CONTINUOUS WOOD DRINKRAIL CATTLE PANEL IN STEEL ANGLE FRAME STEEL COLUMN (SEE STRUCTURAL) COMPOSITE DECKING ON TREATED WOOD FRAMING. (SEE STRUCTURAL) STEEL PIPE HANDRAIL

1.92

WOOD BEAM (SEE STRUCTURAL) TREATED WOOD SKIRT FRAMING CONCRETE PIER (SEE STRUCTURAL)

T.O. PIER -2' - 0 3/4"

03/24/14-FOR BIDDING

03.24.2014 PROJ. ARCHITECT

DATE

BA

L/F PROJ. NO.

P1301

DRAWN BY:

RP

SET ISSUE DATES DATE

ISSUE

03/24/14-FOR BIDDING

REVISIONS NO.

REVISIONS

DESCRIPTION

CONSTRUCTION DOCUMENTS

EMERSON ELEVATIONS TYPE A

A401

3/24/2014 10:09:10 AM

03

C:\Revit Local Files\Turner_CENTRAL_R14_kwidjaja.rvt

WOOD PURLIN (SEE STRUCTURAL) CORRUGATED METAL ROOF WOOD BEAM (SEE STRUCTURAL)

SECOND FLOOR 10' - 1 7/8"

154B

02 A501

SECOND LEVEL T.O. PLATE 19' - 2 1/4"

WINDOW AS SCHEDULED 1.91

161B

1.78

STRUCTURAL

02 A501

5/8" PTD GYPSUM BOARD

SECOND LEVEL T.O. PLATE 19' - 2 1/4" HARDIE SHIPLAP SIDING

1.98

METAL TRIM TO MATCH WINDOWS AND DOORS FRAME. TYPICAL DOOR AS SCHEDULED

ARCHITECT

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

01

8"

1.97

CATTLE PANEL IN STEEL ANGLE FRAME

EMERSON - SHORT OVERHANG - CROSS SECTION THRU BEDROOMS

A501

ROOF 25' - 6 3/8"

8

STEEL COLUMN (SEE STRUCTURAL) COMPOSITE DECKING ON TREATED WOOD FRAMING. (SEE STRUCTURAL)

02

CONTRACTOR

ROOF 25' - 6 3/8"

WINDOW AS SCHEDULED

2" x 6" CONTINUOUS WOOD DRINKRAIL

BATON ROUGE PORCH HOUSE

LEAP! STRUCTURES 1000 E CESAR CHAVEZ ST. #201 AUSTIN, TX 78702 512 298 3999 P

GOURIER CONSTRUCTION COMPANY INC. 18176 GREENWELL SPRING ROAD GREENWELL SPRINGS, LA 70739 225 261 1681 P

2.2

K

ROOF 25' - 6 3/8"

12

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

CONTRACTOR 2.0

K

CORRUGATED METAL ROOF STEEL TUBE PURLIN (SEE STRUCTURAL) STEEL ANGLE TRUSS (SEE STRUCTURAL)

EMERSON - SHORT OVERHANG - CROSS SECTION THRU BATHROOMS

LEAP! STRUCTURES 1000 E CESAR CHAVEZ ST. #201 AUSTIN, TX 78702 512 298 3999 P

0.8

03

01

STRUCTURAL

A501

NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION

BATON ROUGE, LA

ARCHITECT

01

3 1 1 T H I R D S T R E E T S A N A N T O N I O, T E X A S 7 8 2 0 5 P 2 1 0. 2 2 7. 3 3 3 5 F 2 1 0. 2 2 4. 9 5 1 5 w w w . l a k e f l a t o . c o m

02 A501

3/24/2014 10:08:33 AM

3 1 1 T H I R D S T R E E T S A N A N T O N I O, T E X A S 7 8 2 0 5 P 2 1 0. 2 2 7. 3 3 3 5 F 2 1 0. 2 2 4. 9 5 1 5 w w w . l a k e f l a t o . c o m

01 A501

K

© 2013 Lake|Flato Architects, Inc.

3/24/2014 10:08:25 AM

EMERSON - SHORT OVERHANG - CROSS SECTION THRU KITCHEN SCALE: 1/4" = 1'-0"

04

EMERSON - SHORT OVERHANG - CROSS SECTION THRU LIVING

NO.

DATE

DESCRIPTION

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

CONSTRUCTION DOCUMENTS

EMERSON SECTIONS TYPE A

A500

3/24/2014 10:09:27 AM