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.
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
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
PROJ. ARCHITECT
BA
DRAWN B
SET ISSUE DATES DATE
ISSUE
09.13.13
CONCEPT PACKAGE
10.18.13
CONCEPT PACKAGE
REVISIONS
C:\Revit Local Files\Oxbow_CENTRAL_R14_kwidjaja.rvt
NO.
SCREEN PORCH VIEW
VIEW OF COVERED WALKWAY
VIEW OF COVERED WALKWAY FROM 2B1B
DATE
DESCRIP
3D VIEWS
A403
© 2013 Lake|Flato Architects, Inc.
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
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
10. 18. 2013 PROJ. ARCHITECT
BA
L/F PROJ. NO.
1300
DRAWN BY:
KW
SET ISSUE DATES DATE
ISSUE
09.13.13
CONCEPT PACKAGE
10.18.13
CONCEPT PACKAGE
EXPOSED CONCRETE SLAB REVISIONS NO.
DATE
DESCRIPTION
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.
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
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.
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
12.13.2013 PROJ. ARCHITECT
12.13.2013
TF
L/F PROJ. NO.
13041
DRAWN BY:
KW
SET ISSUE DATES DATE
ISSUE
REVISIONS
C:\Revit Local Files\SwedenRanchHousing_CENTRAL_R14_kwidjaja.rvt
NO.
DATE
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