DESIGNKYLE PORTFOLIO ROBERT NORMAN
INDIA » LONDON » INDIA
“ The Commonwealth Pavilion is a place for children and adults to meet, to share music, drama and ideas. At a practical level, it is a sanctuary against the intense sun hitting a country founded at an elevation of 13,000 feet.”
#livetolove #leadership #designtofabrication #internationalproject #designnomination #published #basicinitiative
COMMONWEALTH PAVILION The Peace Pavilion is the brainchild of the students and faculty of the BASIC Initiative’s Ladakh program and was designed and built in collaboration with Sarah Bonnemaison and Christine Macy of Filum Ltd, renowned for its fabric structures. Constructed from disused military parachutes, it is a fitting reminder of the intrusion of war on everyday lives – yet also highlights the goodness that can emerge from conflict. Like all of the BASIC Initiative’s projects the idea for this pavilion followed one of our central tenets that innovative architecture and effective structures can build people’s capacity for hope and survival. The Peace Pavilion does just that. Its original home is the Druk White Lotus School in Ladakh, or Little Tibet; this is one of the world’s most peaceful countries, bordered on three sides by the conflicts in China, Pakistan and Afghanistan. Disused military parachutes are a common currency and a daily reminder of the surrounding conflict. In June 2010,
the BaSIC Initiative worked with local pupils and buddhist nuns to re-imagine and re-stitch together parachutes from this region of conflict into a parabolic hyperboloid tensile structure which resolves structural and design issues in a structure that symbolizes peace and unity that this school and children hope for amidst the chaos of war and conflict in this region. Sergio explains: “The legacy of the Commonwealth is one of peace, constitution and hope for the future. The Commonwealth Pavilion takes materials conceived for war and turns them into something positive – essentially building blocks for a peaceful future. We worked with local people to unpick a tool of conflict and re-stitch a place of sanctuary. This is the heart of the BaSIC Initiative, providing structures which unite and empower people to deliver a more positive future.”
In Ladakh, the Commonwealth Pavilion is a place for children and adults to meet, to share music, drama and ideas. At a practical level, it is a sanctuary against the intense sun hitting a country founded at an elevation of 13,000 feet. During September 2010 the Pavilion will be showcased at HRH. The Prince of Wales’ Garden Party to Make a Difference, as a prime example of innovative architecture improving the lives of others. It will then return to Ladakh to assume its place at the center of this academic community.
Project Team: Kyle Norman, Sarah Bonnemaison, Christine Macy, Sergio Palleroni
reclaimed military parachutes ladakhi naturally sourced dyes
CACTUS
» CANOPY
rapid prototype #awardwinning #systemsthinking #parametric #greentechnology #graduatethesis #theor y #programming #greenintergraltechnology
“ Implementing a new form of engineered ecology, simply as vertical gardens, will provide opportunities for a cleaner atmosphere, regulated ambient temperatures and a higher quality of life.”
–Kyle Norman
STANDARDS PATTERNS PERFORMANCE Abstract American urban centers are experiencing a deepening crisis. Contemporary culture must discover how to reduce urban heat island (UHI) effect. The UHI crisis was born with the development of our satellite main street centers from the 1940’s to present. UHI is the result of building mass, roads and other solid surfaces absorbing radiation during the day. The stored heat is then emitted into the atmosphere at night. It is proven that temperatures around green areas are lower than that around built environments. A powerful way to lower the average ambient temperature is to integrate natural ecosystems into the built environment. Cities have street trees planted primarily for public enjoyment, canopy coverage to and sequester carbon from our atmosphere. Unfortunately trees do not thrive in our urban areas
because of the harsh conditions that both their roots and canopies must endure. Implementing a new form of engineered ecology, such as vertical gardens, will provide opportunities for a cleaner atmosphere, regulated ambient temperatures and a higher quality of life for citizens to enjoy healthier urban environments. These engineered ecologies will provide pollinators with adequate habitat corridors. This proposal is a design solution for the form of these ecological systems. Portland’s innovative eco district proposals suggest that the creation of living cities will provide a balance at every scale. This balance will occur through the application of the living building challenge criteria. These standards should be applied at the regional, city, district and block level. This thesis proposal analyzes design
challenges and opportunities for a portion of the Gateway district’s NE Halsey-Wielder main street couplet. The suggested solution is to integrate a new form of urban ecology as a replacement to contemporary urban planting strategies. Just as Lawrence Halprin ingrained ecological systems into the Portland urban environment, I plan to integrate an architectonic solution that will have the same impact on our urban fabric.
integrated system approach
Project Designer: Kyle Norman
scale jump
“If we made the scale jump, this geometry could be a component for a vertical garden.�
cholla cactus
cholla cactus exoskeleton
Cholla Cactus Spine
leaf structure: section through a soya leaf.
Urban site model
HOME +1 » AUSTIN
The ask was to create something amazing...Given the number of previous remodels that had taken place, philosophically and practically I aimed to unify. The elements I focused on were the roof planes and material connections - between existing and new. Given the context of the neighborhood block, which has a mixture of old and modern, the redesign evolved around the home’s origins, while the second residence speaks to the details of today’s contemporary building practices.
apartment / office apartment - secondary dwelling
#rad #clientmanagement #designtodocumentation #locallysourced #secondar ydwelling #designmanagement
THE DELIVERYMEN APARTMENT porch addition
kitchen remodel
This was a residential remodel with the addition with an apartment to serve as a workspace. One of the project challeges was to intergrate clean lines into existing complexity.
KITCHEN REMODEL » AUSTIN
SHEET LIST
C
100 A 101 A
SITE SURVEY - 3RD PARTY ARCHITECTURAL SITE PLAN / DEMO PLAN / AREA CALCS.
110 A 120 A 130 A 200 A 201 A 400 A 700 701 A
1ST FLOOR PLAN - PRIMARY RESIDENCE REMODEL RCP / ELECTRICAL PLAN - PRIMARY RESIDENCE REMODEL ROOF PLAN -PRIMARY RESIDENCE REMODEL EXTERIOR ELEVATIONS - PRIMARY RESIDENCE REMODEL EXTERIOR ELEVATIONS - PRIMARY RESIDENCE REMODEL INTERIOR ELEVATIONS - PRIMARY RESIDENCE REMODEL WINDOW AND DOOR SCHEDULE ENLARGED KITCHEN PLAN - PRIMARY RESIDENCE
110 B 111 B 120 B 130 B 200 B 201 B 300 B 301 B 400 B 401 B 500 B 501 B 502 B 800 B
1ST FLOOR PLAN - SECONDARY DWELLING 2ND FLOOR PLAN - SECONDARY DWELLING RCP / ELECTRICAL PLANS SECONDARY DWELLING ROOF PLAN - SECONDARY DWELLING EXTERIOR ELEVATIONS -SECONDARY DWELLING EXTERIOR ELEVATIONS - SECONDARY DWELLING BUILDING SECTION, WALL SECTION - SECONDARY DWELLING BUILDING SECTIONS - SECONDARY DWELLING INTERIOR ELEVATIONS - SECONDARY DWELLING INTERIOR ELVATIONS SECONDARY DWELLING DETAILS DETAIL - WALL DETAILS ROOF DETAILS SUBCHAPTER F COMPLIANCE - SECONDARY DWELLING
S1 S2 S 3.1 S 3.2 S4
STRUCTURAL FOUNDATION PLANS STRUCTURAL SECTION DETAILS STRUCTURAL FRAMING PLANS STRUCTURAL WALL BRACING PLANS STRUCTURAL SECTION DETAILS
1400 GARDEN STREET 1400 GARDEN ST. AUSTIN, TX 78702
NEIGHBORHOOD BLOCK MAP
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
LOT TWENTY (20), AND THE WEST 2.5' OF LOT NINETEEN (19), BLOCK 3, S.M. WELCH SUBDIVISION OF OUTLOTS 34 AND 46, AN ADDITION OF THE CITY OF AUSTIN, TRAVIS COUNTY, TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN VOL. 1, PG. 28C, PLAT RECORDS OF TRAVIS COUNT, TEXAS.
Surveyor All Points Surveying 1714 Fortview Road - Suite 200 Austin, TX. 78704 Ph: (512) 440-001 Fax: (512) 440-0199 Firm Registration # 10118900
PROJECT DESCRIPTION:
PRIMARY RESIDENCE REMODEL, & NEW 2 STORY SECONDARY DWELLING WITH NEW PARKING FOR 3 VEHICLES
CONCEPTUAL RENDERING DOES NOT DEPICT ACTUAL FINAL CONSTRUCTION, NOT INTENDED AS A GUIDE FOR CONSTRUCTION.
GRID: FUTURE LAND USE (FLUM): ZONING: ZONING CASE: ZONING OVERLAYS:
J21 SINGLE FAMILY SF-3-NP C14-00-2102
LOT SIZE: SECONDARY DWELLING ADOPTED
7248 SF YES
SETBACKS: FRONT (S): REAR (N): SIDE (E): SIDE (W):
REQUIRED 25' 10' 5' 15'
NUMBER OF PARKING PROVIDED
3
5. SHOULD THE CONTRACTOR ENCOUNTER ANY QUESTIONS OR CONFLICTS IN THE PLANS AND OR SPECIFICATIONS EITHER AMONG THEMSELVES OR WITH THE REQUIREMENTS OF ANY AND ALL REVIEWING AND PERMIT ISSUING AGENCIES, THE CONTRACTOR SHALL BRING THESE CONFLICTS TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL SEEK CLARIFICATION IN WRITING PRIOR TO THE START OF WORK, AND SHALL NOT PROCEED WITH THE WORK IF THERE ARE DISCREPANCIES OR CONFLICTS UNTIL ALL SUCH HAVE BEEN RESOLVED.
Architect of Record Davey McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
B
LEGAL DESCRIPTION:
4. ACTUAL FIELD CONDITIONS MAY VARY. PRIOR TO DEMOLITION OR START OF WORK, THE CONTRACTOR SHALL VISIT THE SITE AND PERFORM AN INSPECTION TO BECOME FAMILIAR WITH THE EXISTING FACILITIES, AREAS, SCHEDULE FOR WORK AND DETERMINE THE CONDITION OF ALL EXISTING ELEMENTS TO BE AFFECTED AND OR TO REMAIN. OTHER FIELD INVESTIGATIONS AND OR MINOR WORK ADJUSTMENTS MAY BE REQUIRED TO COMPLETE WORK.
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
PROJECT SUMMARY PROJECT NAME: PROJECT ADDRESS:
3. THE DETAILS DESIGNATED AS “TYPICAL DETAILS” APPLY GENERALLY TO THE DRAWINGS IN THE AREA WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN THE DETAILS.
Katie Stevens 1400 Garden Street. Austin, TX 78702 (512) 788-1092 katiestevens88@gmail.com
7. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING PROPERTY BY HIS STAFF OR SUBCONTRACTORS. 9. CONTRACTOR SHALL PROTECT AREAS AND SURFACES ADJACENT TO THE CONSTRUCTION AREA FROM DAMAGE AND DEBRIS. ALL AREAS TO BE CLEAN AND SERVICEABLE AT THE COMPLETION OF DEMOLITION PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION. 10. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ALL EXISTING UTILI
CONTACT INFORMATION Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
DESIGNED 25' 10' 5' 15'
Drawing Title
GENERAL INFORMATION
Revisions
TRUE NORTH
No.
1405.1 08-01-2014
NOTE: IF PRINTED ON 11X17 SCALE IS 1/2 OF WHAT IS NOTED
Description
Date
A 7/31/2014 12:21:53 AM
Issue Date
6. ANY QUESTIONS RELATED TO THE SCOPE OF DEMOLITION OR NEW WORK SHOULD BE ADDRESSED TO THE ARCHITECT. WORKING CONDITIONS SUCH AS STARTING TIME, NOISE AND VIBRATION LIMITS, SHUTDOWN OF ELECTRICAL POWER OR MECHANICAL SERVICE SHOULD BE ADDRESSED TO THE OWNER FOR CLARIFICATION PRIOR TO START OF WORK. ALL WORK TO BE COORDINATED AND SCHEDULED THROUGH THE OWNER.
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
NEIGHBORHOOD PLANNING AREA EAST CESAR CHAVEZ RESIDENTIAL DESIGN STANDARDS
100% CONSTRUCTION DOCUMENTS Project number
Simon / Stevens
1400 GARDEN STREET
1. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. 2. THESE DRAWINGS ARE INTENDED TO BE PRINTED AT 22”X34”. IF THESE DRAWINGS ARE PRINTED AT 11” X17”, REDUCED THE SCALE OF THE DRAWINGS BY ONE HALF SCALE.
Owner: Joe Simons 1400 Garden Street. Austin, TX 78702 Ph: (512) 626-5771 joe@joesimonfilms.com
Sheet Name COVER SHEET GENERAL INFORMATION ABBREVIATIONS & GENERAL NOTES
100% CONSTRUCTION DOCUMENTS
Simon / Stevens
CONTACT INFORMATION
GENERAL VICINITY MAP
Sheet Number 000 G 001 G 002 G
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
D
1400 GARDEN STREET PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
Date 08-01-2014
Drawn by KRN
Project No 1405.1
Checked by DRM
Drawing No
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
2
3
4
5
001 G
A
B
C
E
D
1
1
301 B
300 B 200 B
R
RECESSED CAN LIGHT
P
PENDANT LIGHT
R
TELEPHONE
01 C
2
2
201 B
201 B
GFI
GFCI 110V OUTLET
QUAD 110V OUTLET SWITCH
3
1
LEVEL 1 RCP - SECONDARY DWELLING
2
1/4" = 1'-0"
120 B
LEVEL RCP. ELEC PLAN - SECONDARY DWELLING
RCP / ELECTRICAL PLANS SECONDARY DWELLING
Sd
SPK
SMOKE / CO DETECTOR
Revisions No.
SMOKE DETECTOR
Description
X / XX
GUTTER
TYP.
1
ROOF SLOPE DIRECTION & PITCH
201 B
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
9" / 1' - 0"
DOWNSPOUT TYP.
Drawing Title 8' - 1 1/4"
EXISTING WINDOW
EXISTING AC UNIT
2
200 A
NORTH EXTERIOR ELEVATION - PRIMARY RESIDENCE 1/4" = 1'-0"
HORIZONTAL CEMENTITIOUS SIDING
CONTACT INFORMATION
ENCLOSE PORCH WITH INSECT SCREEN
GUTTER
VERTICAL CEDAR SIDING SEALANT TO INCLUDE U.V. PROTECTANT
10"
/ 1'
10"
- 0"
/ 1'
Revisions No.
Description
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
1" / 1' - 0"
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
EXISTING VENT EXISTING TO REMAIN. PORCH COLUMNS & HEADER
EXISTING WINDOW
DS
DOWNSPOUT
DOWNSPOUT
3 501 B
1
EXISTING AC UNIT
EXISTING SIDING, PAINT
TYP.
No.
Description
Drawing Title
Date
A
EXTERIOR ELEVATIONS PRIMARY RESIDENCE REMODEL
LEVEL 1 FF PRIMARY RESIDENCE 2' - 6"
Revisions Date
A
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
PRIMARY RES. TOP OF ROOF 21' - 3 3/8"
- 0"
GUTTER GUTTER
ROOF PLAN - SECONDARY DWELLING
8' - 1 1/4"
LEVEL 1 FF PRIMARY RESIDENCE 2' - 6"
EXISTING ELECTRICAL METER EXPOSED FOR READING AC
NEW STEEL COLUMNS, SEE STRUCTURAL
Simon / Stevens
EXISTING SIDING, PAINT 2
NEW HORIZONTAL CEMENTITIOUS SIDING, PAINT. VRFY COLOR W/ OWNER
Drawing Title 8' - 2"
DOWNSPOUT
DS
Date
SPEAKER
06
C
4
DS
DS
DOWNSPOUT EXISTING WINDOWS
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
3
ROOF PLAN -PRIMARY RESIDENCE REMODEL
ROOF SLOPE DIRECTION & PITCH
Simon / Stevens
CONTACT INFORMATION RIDGE
9" / 1' - 0"
VERTICAL CEDAR SIDING SEALANT TO INCLUDE U.V. PROTECTANT
100% CONSTRUCTION DOCUMENTS
XX" / XX"
DOWNSPOUT
100% CONSTRUCTION DOCUMENTS
DOWNSPOUT CONVENTIONAL MTL GUTTER SYSTEM
15' - 0 1/4"
VALLEY
VALLEY
STANDING SEAM ROOFING TYP.
10" / 1' - 0"
1' - 0" 1' - 1 1/4" 7' - 6 1/8"
10" / 1' - 0"
Simon / Stevens
10" / 1' - 0"
200 B 1
4
CONVENTIONAL K-STYLE GUTTER
DS
GUTTER
RIDGE
3
DOWNSPOUT
DS
DS S/C
1/4" = 1'-0"
A
LEGEND - ROOF PLAN
EXISTING ROOF 10" / 1' - 0"
10" / 1' - 0"
DS
Drawing Title
SWITCH DIMMER
4' - 2 1/4"
1" / 1' - 0"
NEW SHED ROOF
EXISTING ROOF
EXISTING ROOF 10" / 1' - 0"
RIDGE EXISTING ROOF
SWITCH 3-WAY
10" / 1' - 0"
5' - 2 3/4"
NEW ROOF EXISTING ROOF
10" / 1' - 0"
RIDGE
LEGEND - ROOF PLAN
DS
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
VALLEY
RIDGE
4 502 B
CONTACT INFORMATION DS
SWITCH 2-WAY
D
GUTTER
ROOF CRICKET - ASPHALT SHINGLES TO MATCH EXISTING ROOF
RIDGE
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
110V OUTLET
2
120 B
FENCE BELOW
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161 Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
COAXIAL / CABLE TV
CEIL HT. 9'-3"
EXISTING ROOF 10" / 1' - 0" RIDGE
CONTACT INFORMATION
DATA
D
TELEPHONE ETHERNET
GYP. CEILING
WATER CLOSET
1" / 1' - 0"
DS
RECESSED CAN IN WET LOCATION
W R
GYP. CEILING
CEIL. HT. 9'-6"
4. VERIFY ALL PAINT AND MATERIAL FINISHES WITH OWNER AND DESIGNER BEFORE INSTALLATION
PRIMARY RES. TOP OF ROOF 21' - 3 3/8"
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
HVAC
R 04
WALK IN CLOSET
EXISTING SHED ROOF 1/2" / 1' - 0"
2
9" / 1' - 0"
VALLEY
7' - 6 1/8"
R
04
05
DS
EXISTING ROOF 10" / 1' - 0"
ASPHALT SHINGLES TO MATCH EXISTING ROOFING
GUTTER
ASPHALT SHINGLES TO MATCH EXISTING ROOFING
8. ROOFING INSULATION TO HAVE A MIN. R VALUE OF R38 OR GREATER AS REQUIRED BY CODE AT THE TIME OF INSTALLATION. 9. INSTALL ROOFING + RADIENT BARRIER AS PER MANUFACTURE'S RECOMMENDATION AND STANDARD DETAILS.
6' - 6 3/8"
2
W GFI
2 502 B
WOODEN FASCIA
6. STANDING SEAM ROOF TO HAVE A GAUGE ADEQUATE ENOUGH TO PREVENT OIL CANNING. CONNECTIONS TO ALLOW FOR THERMAL EXPANSION AND CONTRACTION WITHOUT VISUAL DEFECTS IN ROOFING MATERIALS. VERIFY STANDING SEAM ROOF GAUGE, DISTANCE BETWEEN RIBS, TYPE OF SEAM, AND COLOR WITH DESIGNER AND OWNER PRIOR TO INSTALLATION.
301 B 9" / 1' - 0"
3. ALL EXPOSED FASTENERS ON WOOD SIDING TO BE STAINLESS STEEL.
4. RAINWATER FALLING ON ROOF OVER HOUSE SHALL BE COLLECTED IN GUTTERS AND DOWNSPOUTS. 5. THE ENTIRE EXTERIOR ENVELOPE TO BE PROPERLY SEALED AND FLASHED TO PREVENT MOISTURE INTRUSION.
RIDGE
2
2. SLOPE GRADE AWAY FROM BUILDING & FOUNDATION FOR A MINIMUM OF 10'-0"
3. ALL ROOF PENETRATIONS TO BE PROPERLY FLASHED AND SEALED TO PREVENT WATER INTRUSION.
7. NEW ROOF TO HAVE AN SRI VALUE OF 29, MIN.
2
C
1. CONTRACTOR SHALL KEEP BUILDING WEATHER TIGHT.
D
2. NEW ROOF TO INCLUDE A RADIANT BARRIER WITH AN ADMITTANCE OF 0.05 OR LESS.
1
OPEN TO BELOW
TYP.
GENERAL NOTES – EXTERIOR ELEVATIONS
1. CONTRACTOR SHALL KEEP BUILDING WEATHER TIGHT.
TYP.
10" / 1' - 0"
R
SDI3
T&G LONG GRAIN PINE WOOD SOFFIT, CLEAR AND FREE, WHITE PICKLE STAIN. MATTE FINISH. TYP.
SDI1 W
R
QUAD 110V OUTLETS IN FLOOR (LOCATE FROM FLOOR PLAN)
TO FIXTURE @ 2 LEVEL
KITCHEN CEIL HT. 9'-3"
FRIDGE
W
R SD1
ELECTRICAL RCP LEGEND
201 B
3 501 B
0' - 4"
1' - 7 3/4"
DS
10" / 1' - 0"
R
S/C
R
EXPOSED STRUCTURE CEILING
1
D
3
R
GFI
TO SWITCH @ LEVEL 1 03
P
1
D
W 10 500 B
B
S/C
3
400 B
RIDGE
RIDGE
100% CONSTRUCTION DOCUMENTS
4
200 B 1
201 B
1" /1'-0"
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
GFI
1
2
401 B
REPAIR EXISTING ROOF AS NEEDED.
RIDGE
ROOF CRICKET - ASPHALT SHINGLES TO MATCH EXISTING ROOF
RIDGE
10" / 1' - 0"
02 03
D
4
GUTTER DS
TYP.
EXISTING ROOF
2
R 1
Sd
5' - 1 1/4" NEW ROOF
NEW CONSTRUCTION ASPHALT SHINGLES TO MATCH EXISTING ROOF
C
10" / 1' - 0"
OPEN TO ABOVE
P
10" / 1' - 0"
GFI
STOVE R
R
EXISTING ROOF
Sd
R
10" / 1' - 0"
GFI
D
GFI
SDI2
SD2 200 B 1
STAIRS BELOW
W
2
R
10" / 1' - 0"
W
D
2
EXISTING ROOF
SD3
CEIL. HT. BOT. OF STR.
301 B
10" / 1' - 0"
05
R
EXISTING ROOF
R
SLOPED TO STAIRS
R
EXISTING ROOF 10" / 1' - 0"
R
10. ALL EXTERIOR LIGHT FIXTURES TO BE SHIELDED FROM ABOVE TO PREVENT LIGHT POLLUTION.
SECONDARY DWELLING BEDROOM
SIM.
W
3 502 B
EXISTING ROOF 10" / 1' - 0"
6 501 B
2 301 B
TYP.
1/2" / 1' - 0"
T&G LONG GRAIN PINE WOOD SOFFIT, CLEAR AND FREE, WHITE PICKLE STAIN, SEALANT TO INCLUDE U.V. PROTECTANT TYP.
NEW ROOF 10" / 1' - 0"
9. ALL CEILING FANS TO BE ENERGY STAR RATED.
GYP. CEILING
C
3 501 B
NEW ROOF 10" / 1' - 0"
2
01
8. ALL INSTALLED LIGHT FIXTURES A REQUIRED TO HAVE HIGH EFFICIENCY LAMPS.
EXISTING SHED ROOF
2
CEIL. HT.9'-1"
7. PROVIDE CAT 6 WIRING. COORDINATE LOCATIONS WITH OWNER. LOCATE DATA CONNECTIONS UNDER STAIRS FOR DATA HUB.
T&G LONG GRAIN PINE WOOD SOFFIT, CLEAR AND FREE, WHITE PICKLE STAIN, SEALANT TO INCLUDE U.V. PROTECTANT TYP.
200 B
Simon / Stevens
200 B
LIVING ROOM
6. ELECTRICAL RECEPTACLE DISTRIBUTION AS REQUIRED BY IRC 2012 E3901.2
100% CONSTRUCTION DOCUMENTS
1 301 B
12' - 11 1/4"
GUTTER TYP.
DS
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
1
1' - 7 3/4"
DS
1
5. THE ENTIRE EXTERIOR ENVELOPE TO BE PROPERLY SEALED AND FLASHED TO PREVENT MOISTURE INTRUSION.
6' - 3 1/2"
4. RAINWATER FALLING ON ROOF OVER HOUSE SHALL BE DIVERTED TO GUTTERS AND DOWNSPOUTS.
GUTTER
4. INSTALL CARBON MONOXIDE DETECTORS IN THE AREA ADJACENT TO ALL SLEEPING ROOMS, PER CODE.
300 B
0' - 4"
3. ALL ROOF PENETRATIONS TO BE PROPERLY FLASHED AND SEALED TO PREVENT WATER INTRUSION.
NEW CONSTRUCTION ASPHALT SHINGLES TO MATCH EXISTING ROOF
5. ALL LIGHTS AND RECEPTACLES IN WET OR EXTERIOR LOCATIONS TO BE GFCI AND WEATHERPROOF, PER CODE
1
D
2. NEW ROOF TO INCLUDE A RADIANT BARRIER WITH AN ADMITTANCE OF 0.05 OR LESS.
3. INSTALL SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AT AREAS ADJACENT TO SLEEPING ROOMS, AND AT CEILING HEIGHT CHANGES GREATER THAN 24”, PER CODE.
301 B
GENERAL NOTES – ROOF PLAN
2
1. CONTRACTOR SHALL KEEP BUILDING WEATHER TIGHT.
D
2. CONTRACTOR TO COORDINATE HVAC DUCTWORK AND REGISTER LOCATIONS WITH ARCHITECTS APPROVAL.
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
GENERAL NOTES – ROOF PLAN
GENERAL NOTES - CEILING/ELEC. PLAN 1. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS ARE TO BE HARDWIRED WITH A BATTERY BACKUP AND INTERCONNECTED PER CODE.
D
Revisions No.
Description
Date
A
5
7/31/2014 12:22:12 AM
7/31/2014 12:22:15 AM
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
2
Checked by DRM
200 B
REVEAL
P.T. LUMBER BOTTOM PLATE SEE STRUCTURAL
INT TRIM TYP.
BUG SCREEN
CONCRETE SLAB-ON-GRADE/ FOUNDATION, SEE STRUCTURAL
LIVING ROOM 119 ft²
2
1/4" = 1'-0"
201 B
Description
Drawn by KRN
Project No 1405.1
Checked by DRM
1
2
3
4
5
201 B
No.
Description
300 B
SECTION - EAST FACING - APARTMENT
2
3/8" = 1'-0"
300 B
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
2
4
Cementitious panel - lap siding
119 ft²
FRIDGE
Project No 1405.1
Checked by DRM
BULKHEADS FOR RECESSED CAN LIGHTS, SEE ELE. RCP
BULKHEADS FOR RECESSED CAN LIGHTS, SEE ELE. RCP S.S. HOOD
BEADBOARD PAINT, VRFY COLOR W/ OWNER
Description
1
301 B
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
2
SECTION STAIRS - WEST FACING - SECONDARY DWELLING
4
Drawn by KRN
Project No 1405.1
Checked by DRM
301 B
5
2
CANTILEVERED RECLAIMED WOOD SHELVING TYP.
3' - 5"
SOLID SURFACE COUNTER TOP
2
Date
Date 08-01-2014
Drawing No
3/8" = 1'-0"
3
SUBWAY TILE TYP.
1
400 A
2
KITCHEN INT. ELEVATION C
400 A
1/2" = 1'-0"
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
INTERIOR ELEVATIONS PRIMARY RESIDENCE REMODEL
EXISTING WINDOW
Revisions
FRIDGE 3' - 0"
SUBWAY TILE VRFY TILE AND GROUT COLOR W/ OWNER PRIOR TO INSTALLATION TYP.
CONCRETE COUNTER TOP
No.
2
SHAKER STYLE CASEWORK TYP. VRFY LAYOUT W/ OWNER PRIOR TO SHOPS AND INSTALLATION
KITCHEN INT. ELEVATION D
3
4
3' - 7 5/8"
2
502 B
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
2
1
502 B
3
0' - 0 1/4"
0' - 0 1/2"
Simon / Stevens
100% CONSTRUCTION DOCUMENTS
1/2"
3' - 3 1/4"
4' - 0"
Date
A
SECTION DETAIL : ROOF DECK PORCH @ SECONDARY DWELLING L2
Project No 1405.1
Checked by DRM
Drawing No
1 1/2" = 1'-0"
4
Drawn by Author
5
502 B
STEEL REINFORCEMENT
5
701 A
1/2" = 1'-0"
4
701 A
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
2
0' - 5 5/8"
STEEL REINFORCEMENT
ISLAND ELEVATION WEST 1/2" = 1'-0"
3
3
701 A
ISLAND ELEVATION SOUTH 1/2" = 1'-0"
4
2
701 A
ISLAND ELEVATION EAST 1/2" = 1'-0"
5
No.
Description
Project No 1405.1
Checked by DRM
Drawing No
701 A
1/2" MAX.
1/2" MAX.
1/2" MAX.
1 3/8" MAX.
0' - 2 1/4"
30' - 0"
EXISTING CONC. APRON
15' SIDE SETBACK
SUBCHAPTER F REAR TENT BOUNDARY LINE
LOT 20 & 2.5' OF LOT19
ROOF LINE 25' FRONT SETBACK NO NEW CONSTRUCTION BEYOND
EXISTING FRONT PORCH
2' - 3 1/2"
2' - 3 1/2" 30' - 0"
26' - 7 1/2"
0° 45.0
LEVEL 02 T.O.P APARTMENT 19' - 6" 2ND FLOOR PLAN APARTMENT 10' - 9" LEVEL 02 BOT OF STRUCTURE 9' - 9"
REAR PROPERTY LINE
05
05
LEVEL 01 FF APARTMENT 0' - 6"
12' - 9 7/8" TO NEW CONST.
AAG=467.2'
2
800 B
467.00'= 0'-0"
1/8" = 1'-0"
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
MAX. BUILDABLE ZONING HEIGHT 30' - 0" TOP OF ROOF 26' - 7 1/2"
SUBCHAPTER F TENT REAR BOUNDARY LINE 466.58'
466
LEVEL 02 T.O.P APARTMENT 19' - 6"
02
45.0 0°
03
REAR PROPERTY LINE
EXISTING CONCRETE SIDEWALK
SD2
2ND FLOOR PLAN APARTMENT 10' - 9"
04 04
LEVEL 02 BOT OF STRUCTURE 9' - 9" LEVEL 01 FF APARTMENT 0' - 6"
FRONT DOOR VISIBLE FROM & FACING NAVASOTA ST.
AAG= 467.30'
1400 GARDEN STREET 1
4
800 B
467.00' = 0'-0"
SUBCHAPTER F WEST ELEVATION
2
3
4
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
Drawing Title
SUBCHAPTER F COMPLIANCE - SECONDARY DWELLING Revisions No.
Description
Date
Date 08-01-2014
Drawn by KRN
Project No 1405.1
Checked by DRM
Drawing No
1/8" = 1'-0"
1/8" = 1'-0"
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
800 B
SUBCHAPTER F ARCHITECTURAL SITE PLAN
CONTACT INFORMATION Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
SUBCHAPTER F EAST ELEVATION
DN 466.65'
03
15' - 0"
EXISTING 1 STORY PRIMARY RESIDENCE REMODEL 1655 SF GFA
EXISTING SIDE PORCH
CONC WALK.
DN
MAX. BUILDABLE ZONING HEIGHT 30' - 0" TOP OF ROOF 26' - 7 1/2"
GABLE ROOF
NEW CONSTRUCTION @ 6'-0" FROM PROPERTY LINE
ABOVE TOP PLATE
17' - 6"
40' - 0"
ZONE 2 - HIGH POINT = 466.42'
NAVASOTA STREET
1/8" = 1'-0"
6' - 0"
HOUSE FF=469.40 AAG = 466.64' FFE=468.87'
A Drawn by KRN
SUBCHAPTER F SOUTH ELEVATION
466.70'
Date
Date 08-01-2014
800 B
DN
Revisions
STEEL REINFORCEMENT
3
BACK PORCH
ENLARGED KITCHEN PLAN PRIMARY RESIDENCE
MICROWAVE
CABINET GRADE, LACQUER FINISH, VRFY COLOR W/ OWNER
RECESSED PANEL FOR LEG SPACE
LEVEL 01 FF APARTMENT 0' - 6" 467.03' = 0'-0 3/8"
800 B
3
FLATWORK
Drawing Title
RECLAIMED WOOD TOP TYP.
RECLAIMED WOOD TOP
LOT 20 LOT 19
ZONE 3 - HIGH POINT = 467.00'
25' - 0 5/8"
701 A
CARRARA MARBLE TOP
0' - 7 7/8"
0' - 1 1/8"
STEEL REINFORCEMENT
ISLAND ELEVATION NORTH
701 A
LEVEL 02 T.O.P APARTMENT 19' - 6"
LEVEL 02 BOT OF STRUCTURE 9' - 9"
11' - 6 1/4"
2' - 6"
2' - 9"
Description
Date 08-01-2014
6
CARRARA MARBLE TOP
2' - 9"
No.
RECLAIMED WOOD TOP
3' - 4 7/8"
Revisions
FILL CAVITY W/ OPEN CELL SPRAY FOAM INSULATION PER BUILDING CODE. R38
RECLAIMED WOOD TOP
Checked by DRM
2ND FLOOR PLAN APARTMENT 10' - 9"
SIDE PROPERTY LINE
6' - 9 1/2"
AC
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
CARRARA MARBLE COUNTER TOP TYP. 0' - 10"
Simon / Stevens
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
Drawn by KRN
TOP OF ROOF 26' - 7 1/2"
TO NEW CONST.
800 B
ROOF LINE
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
1/2" = 1'-0"
4' - 0"
100% CONSTRUCTION DOCUMENTS
CONTACT INFORMATION
Date
Project No 1405.1
MAX. BUILDABLE ZONING HEIGHT 30' - 0"
GABLE ROOF THROUGH SIDE TENT SEE SUB. F. EAST ELEVATION FOR DIM.
0° 45.0
SIDE PROPERTY LINE (STREET)
467.03
2
466.42'
EXISTING CONCRETE SIDEWALK
38 ft²
Description
Date 08-01-2014
501 B
5
45.0 0°
6' - 9 1/2" TO NEW CONSTRUCTION
FF= 467.50' AAG= 466.91' FFE= 467.50'
ROOF LINE
EXISTING BRICK WALK
2' - 6"
3" = 1'-0"
AAG = 467.36' 800 B 1
P1
40' - 0"
UTILITY NO CONSTRUCTION
ENLARGED KITCHEN FLOOR PLAN - PRIMARY RESIDENCE
6' - 5 7/8"
0' - 10"
PLAN DETAIL - END WALL CAP
SUBCHAPTER F "TENT" BOUNDARY
10' REAR SETBACK
NEW 2-STORY SECONDARY DWELLING 843 SF GFA
C
ZONE 1 - HIGH POINT=466.42'
701 A
0' - 6 1/4"
VIF
0' - 0 3/8" REVEAL 0' - 8" MIN. LAP
6' - 4 1/4" 9' - 1 3/8"
2' - 6"
DW 4' - 3 5/8"
7' - 5"
3
1' - 2"
0' - 1 1/2"
2' - 7 1/2"
6' - 0"
REPLACE EXISTING DOOR W/ RECLAIMED DOOR & BARN DOOR HARDWARE, VRFY RECLAIMED DOOR WITH OWNER.
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
10' - 9 1/4"
Simon / Stevens
6' - 6"
3' - 6 1/4" 7' - 9"
3
0' - 7 7/8"
0' - 0 1/4" 0' - 1 1/8"
3' - 3 1/4"
701 A
RCP 9'-2"
0' - 11"
4' - 1 3/8"
CARRARA MARBLE TOP
INTERIOR FINISH SEE INT. ELEVATIONS
3" = 1'-0"
0' - 10"
108 ft²
1
1/2" = 1'-0"
PROTECTION BOARD
STRUCTURAL FRAMING PER STRUCTURAL PLANS
SECTION DETAIL - FASCIA
701 A
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
ROOF DETAILS
TAPERED FURRING STRIP
PLYWOOD
EXTERIOR SHEATHING WEATHER BARRIER
1 1/2" = 1'-0"
701 A
BUILT IN MICROWAVE
6' - 5 1/8"
DINING ROOM
2' - 9"
INTERIOR
VERT. WOOD FURRING STRIPS
WOOD SOFFIT PANEL
SECTION DETAIL - MTL ROOF AT WALL
2
CARRARA MARBLE TOP
7/31/2014 12:22:46 AM
3
P2
6
10 500 B
502 B
EXISTING WINDOWS 4
STEEL REINFORCEMENT
CABINET SECTION
Drawing Title
EXTERIOR
1/2" PLY WD FURRING STRIP
6
0' - 1 1/2"
CONT INSECT SCREEN
DBL TOP PLATE
SIDING SEE ELEVATIONS
R15 INSULATION PER BUILDING CODE
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
3' - 3 1/4"
SIDING SEE ELEVATIONS
WEATHER BARRIER
2
BUILT IN CASEWORK/ HUTCH
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
501 B
4
GRAVEL ALLEY
466.37
6
2' - 9"
METAL FLASHING
RCP 10-4"
701 A
1' - 1 5/8"
0' - 7 7/8"
1' - 1"
OUTRIGGER
INT. FINISH SEE INT ELEVATIONS / RCP
PLYWD SEE STRUCTURAL
0' - 7 1/2"
CAPILLARY BREAK
GUTTER ATTACHED TO DOWNSPOUT. FASTEN WITH APPROVED FASTENERS, PER MANUFACTURER SPECIFICATION
2 X12 FASCIA
FRAMING SEE STRUCTURAL
INTERIOR
SLOPE 1/4" PER FOOT MIN.
237 ft²
RECLAIMED WOOD COUNTER TOP
3' - 3 1/4" 2' - 1 5/8"
2' - 9"
NAILER
MEMBRANE COATED SCUPPER LINER AND FLASHING. TUCK FLASHING UNDER ROOFING MEMBRANE AS RECOMMENDED BY ROOFING MANUFACTURER DRIP
POT FILLER, SEE INT. ELEVATIONS FOR LOCATING DIMENSION.
4
701 A
4' - 3 1/4"
RCP 10-4"
CARRARA MARBLE STONE COUNTER TOP
3' - 4 7/8"
CONT. MTL DRIP FLASHING
SINGL PLY ROOFING MEMBRANE
KITCHEN
5
RECLAIMED WOOD TOP
7/31/2014 12:22:42 AM
5/4" X 6" FASCIA TRIM
MTL BASE FLASHING
LAP WELD WITH SEAM SEALER
0' - 5 1/2"
WRAP & LAP WEATHER BARRIER FOR CONT. COVERAGE
PAINT PT RUNNER ENDS BLACK
3
REMAINDER OF LOT 19 VOL. 1, PG. 28C
STANDING SEAM MTL ROOF 1/2" PROTECTION BD.
GUTTER ATTACHED TO DOWNSPOUT. FASTEN WITH APPROVED FASTENERS, PER MANUFACTURER'S SPECIFICATION
A
EXTERIOR
MTL BASE FLASHING DIM PT.
STANDING SEAM MTL ROOFING
CONTACT INFORMATION
WEATHER BARRIER
WEATHER BARRIER, EXTEND 2-0" EA. SIDE OF SIDE OF SCUPPER BOX R38 INSULATION PER BUILDING CODE.
701 A
ISLAND
400 A
1' - 7 1/2"
0' - 5 1/2"
1 1/2" = 1'-0"
3
EXISTING DOOR
C
2' - 4"
SECTION DETAIL - MTL ROOF AT RAKE
PROVIDE SPACING BTWN 1X6 IPE DECKING TO ALLOW FOR EXPANSION AND DRAINAGE. FASTENED TO TAPERED PRESSURE TREATED RUNNERS, ON SINGLE PLY MEMBRANE, ON 3/4" PROTECTION BOARD & PLYWOOD SLOPED 1/4" PER FOOT, MIN. ON TAPERED JOIST PER STRUCTURAL PLAN.
B
4' - 2 1/2"
4' - 1 3/8"
INT. FINISH SEE INT ELEVATIONS / RCP DBL TOP PLATE
GRID
0' - 6"
4
2
1
PLYWD SEE STRUCTURAL ELEVATIONS
1
6" = 1'-0"
467
46 ft²
WEATHER BARRIER
502 B
1
P3
SLIDING PANTRY BARN DOOR
BATH
INSUL. PER BUILDING CODE
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
D
INSUL. PER BUILDING CODE R38 BATTS/ SPRAY
SECTION DETAIL- THRESHOLD AT ENTRY
Drawing No
06
MARBLE CAP & FACE
OUTRIGGER
CAPILLARY BREAK
3' - 10 1/2"
No.
2
NO CONSTRUCTION
C
0' - 2 1/2"
0' - 4 5/8" 2' - 0 3/4"
Revisions
SIDING, SEE ELEVATIONS TYP.
501 B
15' - 0"
PLY WD SHTG SEE STRUCTURAL
EXISTING WINDOW
WRAP WEATHER BARRIER SIDING SEE ELEVATIONS
0' - 0 1/4"
5
FASCIA
10 500 B
500 B
3" = 1'-0"
Drawing Title
1 1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
2
3" = 1'-0"
15' - 0"
STANDING SEAM MTL ROOFING
ROOF JOIST, SEE STRUCTURAL
500 B
4
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
DETAIL - WALL DETAILS
PLYWD SHEATHING, SEE STRUCTURAL TYP
EXTERIOR
SECTION VIEW
PLAN DETAIL - DOWNSPOUT AT SIDING
12' - 9 7/8"
3
SECTION DETAIL - WALL AT S.O.G.
1
1 1/2" = 1'-0"
5' - 5 3/4"
DIM PT.
NAILER
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
MIN./ MAX.
SECTION DETAIL - PARTIAL WALL HOLD DOWN
SIDING SEE ELEVATIONS TYP.
INTERIOR
PLAN VIEW
3
501 B
TO NEW CONSTRUCTION
500 B
DOUBLE-STUD AT KNIFE PLATE ASSEMBLY
INTERIOR
ZONE 3
2
1 1/2" = 1'-0"
0' - 3 3/4"
25' - 2 1/4"
PARTIAL HEIGHT WALL - SECTION
2
THRESHOLD
INTERIOR
WEATHER BARRIER
40' - 0"
500 B
1
3' - 10 3/8"
TYP.
Checked by DRM
DOOR SEAL
ZONE 2
3
3" = 1'-0"
2' - 5 3/4"
2 502 B
2. SEAL ALL PENETRATIONS AGAINST WATER INTRUSION. 3. INSTALL ROOFING & RADIANT BARRIER AS PER MANUFACTURER'S RECOMMENDATION AND STANDARD DETAILS.
Project No 1405.1
D
SEE PLAN
GENERAL NOTES - DETAILS 1. WEATHER BARRIER TO BE CONTINUOUS. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
Drawn by KRN
EXTERIOR
PREFORMED MTL CORNER TRIM TYP.
TRANSITION STRIP
5' SIDE SETBACK
PARTIAL HEIGHT WALL - REVEAL
GRID
VERTICAL ATTACHMENT TAB, 1/8" GALV PLATE, PAINT TO MATCH MTL FLASHING
40' - 0"
4
500 B
1' - 7 1/2"
D
STUD WALL W/ BATT INSULATION, SEE PLAN FOR WALL TYPE
A Date 08-01-2014
Drawing No
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
SPRAY FOAM INSULATION
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
Date
P.T. LUMBER SEE STRUCTURAL
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
PREFORMED MTL INTERIOR CORNER TRIM
ZONE 1
5
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
CAPILLARY BREAK
12' - 10 5/8"
4
3" = 1'-0"
CONTACT INFORMATION
EXISTING CONC. APRON
400 B
1/2" = 1'-0"
Description
PLAN DETAIL - SIDING INTERIOR CORNER
STUD WALL W/ BATT INSULATION
PLYWD SHEATHING, SEE STRUCTURAL
7/31/2014 12:22:37 AM
Elevation 1 - d
0' - 3" 0' - 4 1/2"
Checked by DRM
Drawing No
3' - 5 7/8"
400 B
3
Project No 1405.1
Drawing Title
DETAILS
No.
501 B
WEATHER BARRIER
Revisions
SILL GASKET
4
3" = 1'-0"
GALV 1/8" STEEL KNIFE PLATE: PAINT TO MATCH DOWNSPOUT SIDING, SEE ELEVATIONS
SEAL W/ SEALANT
SIDING SEE ELEVATION SEALANT CONT.
CONCRETE SLAB-ON-GRADE/ GRADE BEAM, SEE STRUCTURAL
3"
4' - 0"
1
1/2" = 1'-0"
0' - 2 1/2"
0' - 0 1/4"
0' - 0 1/4"
0' - 0 1/4" 0' - 0 1/4" 0' - 0 1/4"
FINISH FLOORING SEE PLAN
9"
3/4" THROUGH BOLT FINISH FLOOR
PLAN DETAIL - SIDING JOINT
ROUND DOWNSPOUT - BOLT VERTICAL ATTACHMENT TAB TO KNIFE PLATE - PAINT TO MATCH DOWNSPOUT
GRID
1/2" DIAMETER BOLT
PL 3/8X3" X
5
501 B
4"
WEATHER BARRIER
LAP WEATHER BARRIER OVER MTL FLASHING 2" MIN
INTERIOR
FILL, SAND & PAINT ALL JOINTS
EXTERIOR
CAPILLARY BREAK
BUG SCREEN
3' - 6"
2' - 0 3/4"
Elevation 1 - b
Drawn by KRN
WEATHER BARRIER
PLYWD SHEATHING, SEE STRUCTURAL
CAPILLARY BREAK
SIDING, SEE ELEVATIONS 1' - 0" FIRRING SPACING TYP.
3" = 1'-0"
EDGE OF FOOTING BELOW
CAPILLARY BREAK
INT TRIM TYP.
2X4 STUD
SOLE PLATE Date 08-01-2014
PLYWD SHEATHING
INTERIOR FINISH, SEE INT. ELEVATIONS REVEAL
INT. FINISH SEE, INT. ELEVATIONS
A
MURPHY BED
2
4X4 POST
SEALANT
SECTION DETAIL - MATERIAL CHANGE VERT TO HORIZONTAL
GALV DOWNSPOUT BOOT AND ANGLE BELOW PAINT TO MATCH MTL FLASHING
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
STUD WALL W/ R15 INSUL PER BUILDING CODE, SEE PLAN FOR WALL TYPE
INTERIOR FINISH, SEE INT. ELEVATIONS
6
501 B
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
GRID
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
CEILING FINISH SEE RCP
WEATHER BARRIER
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C. GRID BOT OF STRUCTURE MTL DRIP FLASHING W/ DRIP EDGE
CAPILLARY BREAK
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
WEATHER BARRIER
EXTERIOR
C
EXTERIOR
CAPILLARY BREAK
PLYWD SHEATHING, SEE STRUCTURAL
R15 INSULATION. PER BUILDING CODE BATT/ SPRAY
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
3" = 1'-0"
REVEAL DBL TOP PLATE
INTERIOR FINISH SEE, INTERIOR. ELEVATIONS
Date
1 X 6 T&G PINE. WHITE STAIN, SEAL.
CONTACT INFORMATION
GRID
SECTION DETAIL - WINDOW SILL
5
500 B
5/8" DIAMETER LAG
SOLID WOOD CAP, EASE ALL EDGES
Revisions Description
3" = 1'-0" SCALE : N.T.S. (NOT TO SCALE)
SOLID WOOD CAP
Drawing Title
No.
SECTION DETAIL - STAIR TREADS
SOLID WOOD CAP,EASE ALL EDGES REVEAL
0' - 1 1/2"
STAIRWELL
2' - 1"
2
400 B
500 B
4 500 B
REVEAL
SOLID PANEL SLIDING DOOR W/ KROWNLAB AXEL HARDWARE
1 X 6 T&G PINE. WHITE PICKLE STAIN, SEAL W/ MATTE FINISH.
1
6
1 1/2" = 1'-0"
INTERIOR ELEVATIONS SECONDARY DWELLING
MURPHY BED
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
PLAN DETAIL - WALL BOX DETAIL AT PORCHES
CAPILLARY BREAK
0' - 8" MIN. TO GRADE, TYP.
03 SDI3
3' - 6"
1 X 6 T&G PINE. WHITE STAIN, SEAL.
7
500 B
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
SIDING, SEE ELEVATIONS
R15 INSUL. PER BUILDING CODE
3' - 6"
6' - 0"
6' - 0"
03
DIM PT.
STEEL WINDOW BOX, PRIMED AND PAINTED 1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
INTERIOR FINISH SEE INTERIOR ELEVATIONS
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
3 500 B
TREAD DEPTH MIN. 11" IF NO NOSING OCCURS. PER R311.7.4.2&3
0' - 0 1/4"
02
SLOPE 1/4" /1'-0"
11" MIN.
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
3' - 0"
10" / 1' - 0"
TYP.
9 500 B
6' - 0"
SEALANT CONT. AND BACKER ROD W/ COMPRESSIBLE FILLER, TYP.
FRIDGE
STORAGE SELF
03
SD3
7/31/2014 12:22:32 AM
1 X 6 T&G PINE. WHITE PICKLE STAIN, MATTE FINISH.
02
03
A
TYP.
TYP.
WINDOW SYSTEM, SEE ELEVATIONS
WOOD SILL TO MATCH ADJACENT WALL EASED EDGES TOP & BOTTOM
3' - 4 7/8"
5 500 B
STORAGE SELF
10" / 1' - 0"
10" / 1' - 0"
3' - 0" 1' - 7"
02
1 X 6 T&G PINE CEILING. WHITE PICKLE STAIN, MATTE FINISH
0' - 8"
0' - 0 1/4"
2' - 10"
8 500 B
3" = 1'-0"
SEALANT CONT.
MAX - 7-3/4" MIN - 7-3/8" PER R311.7.4.2&3
WEATHER BARRIER
CONTACT INFORMATION 2' - 10"
SECTION DETAIL - WINDOW HEAD
8
500 B
* USE PEEL AND STICK FLASHING ON ALL SIDES OF WINDOW.
OAK RISER WITH 1/4" GROOVED REVEAL
TRIM
1/2" = 1'-0"
* USE PEEL AND STICK FLASHING ON ALL SIDES OF WINDOW.
3" = 1'-0"
0' - 2 1/2"
Elevation 1 - c
GRID
PLAN DETAIL - WINDOW JAMB
1" FLUSH CUT OAK TREADS, FILL NAIL HOLES, EASE EDGES, OIL RUB FINISH. STEEL 4 SIDED BOX TYP. BLACKEN GUN MTL FINISH, SEAL W/ CLEAR COAT
0' - 0 1/4"
400 B
ART PENDANT LIGHT
500 B
1 1/2" = 1'-0"
EXTRUDED ALUM INT CORNER TRIM
R15 INSULATION. PER BUILDING CODE, SEE PLAN FOR WALL TYPE
SIDING, SEE ELEVATIONS
WINDOW SYSTEM, SEE ELEVATIONS
0' - 0 5/8" REVEAL
3
1/2" = 1'-0"
9
TYP.
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
SEALANT AND BACKER ROD W/ COMPRESSIBLE FILLER, TYP.
3' - 4 7/8"
Elevation 1 - a
02
2 502 B
PARTIAL RCP - SOFFIT LAYOUT
SIDING SEE ELEVATIONS INTERIOR FINISH PER INT. ELEVATIONS
F.F. ELEV
LAP WEATHER BARRIER OVER STEEL NAILING FLANGE
SEALANT CONT.
GRID
STUD WALL W/ R15 BATT INSULATION. PER BUILDING CODE, SEE PLAN FOR WALL TYPE
SLOPE 1/4" /1'-0"
R15 INSUL. PER BUILDING CODE
0' - 0 1/4" REVEAL
PINE T&G
4
400 B
B
10
500 B
CAPILLARY BREAK WEATHER BARRIER INTERIOR
SIDING, SEE ELEVATIONS
0' - 3"
5' - 2 5/8"
PLYWD FURRING STRIP
C
INT FINISH SEE INTERIOR ELEV. INT FLOOR FINISH SEE PLANS
STEEL WINDOW BOX, PRIMED AND PAINTED
WOOD HEAD TRIM TO MATCH ADJACENT WALLS, EASED EDGES - TOP & BOTTOM
WEATHER BARRIER
D
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
CAPILLARY BREAK
INTERIOR FINISH SEE INTERIOR ELEVATIONS
2. SEAL ALL PENETRATIONS AGAINST WATER INTRUSION.
SIDING, SEE ELEVATIONS WEATHER BARRIER
STEEL WINDOW BOX, PRIMED AND PAINTED
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C.
* USE PEEL AND STICK FLASHING ON ALL SIDES OF WINDOW.
7/31/2014 12:22:36 AM
1' - 0"
2' - 1"
5' - 0"
14' - 0 1/4"
T&G LONG GRAIN PINE WOOD SOFFIT CLEAR AND FREE, SEAL. WHITE PICKLE STAIN W/ U.V. PROTECTANT
0' - 10"
SDI3
BUILT IN MURPHY BED- QUEEN
2 500 B
Simon / Stevens
ART PENDANT LIGHT
SD3
100% CONSTRUCTION DOCUMENTS
01
0' - 5 1/2"
1 X 6 T&G PINE. WHITE STAIN, SEAL. TYP.
0' - 5 1/2"
- 0"
1" 3 1/2" 1" 1" 3 1/2" 1"
/ 1'
FREE STANDING CLOSET
12' - 4 3/4"
1' - 7"
14' - 8 1/2" 6' - 0"
SD3
Checked by DRM
1. WEATHER BARRIER TO BE CONTINUOUS. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
CAPILLARY BREAK
INTERIOR FINISH SEE INTERIOR ELEVATIONS
DIM PT.
FACIA TRIM
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
SDI3
- 0"
R15 INSUL. PER BUILDING CODE
SEALANT AND BACKER ROD W/ COMPRESSIBLE FILLER, TYP.
0' - 0 1/4"
0' - 0 1/4"
EQ
0' - 0 3/8" REVEAL
EQ
EXTERIOR WALL
3' - 0" 4' - 7"
04
/ 1'
10"
6' - 11"
8' - 1"
04
8' - 1"
8' - 7 1/2"
03
C
10"
FINISHED FLOOR TO CEILING FINISH
0' - 9 1/2"
GYP WALL BOARD # 4 FINISH
Drawn by KRN
400 A
5
GENERAL NOTES - DETAILS
0' - 0 1/4"
WINDOW SYSTEM, SEE ELEVATIONS
WOOD TRIM TO MATCH ADJACENT WALL EASED EDGES - TOP & BOTTOM
D
3. CONFIRM ALL PLUMBING CONNECTION LOCATIONS WITH ACTUAL FIXTURES.
0' - 2 1/2"
GYPSUM WALL BOARD, #4 FINISH
SEALANT CONT.
2. SEAL ALL PENETRATIONS AGAINST WATER INTRUSION.
2. ALL DIMENSIONS TO FINISH FACE UNLESS NOTED OTHERWISE. FINISHED FACE INTERIOR FUR CEILING TO HIDE STRUCTURE 02
7/31/2014 12:22:38 AM
metal panel cladding
Date
Project No 1405.1
GRID
1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
FINISH FACE INTERIOR FUR CEILING TO HIDE STRUCTURE
02
Description
Date 08-01-2014
Drawing No
1/2" = 1'-0"
GENERAL NOTES - DETAILS 1. WEATHER BARRIER TO BE CONTINUOUS. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
GENERAL NOTES INTERIOR ELEVATIONS
D
Simon / Stevens
Drawing Title 2' - 7 1/8"
06
A SEE STRUCTURAL TYP.
3/8" = 1'-0"
100% CONSTRUCTION DOCUMENTS
Simon / Stevens
100% CONSTRUCTION DOCUMENTS
Drawing Title
BUILDING SECTIONS SECONDARY DWELLING
LEVEL 01 FF APARTMENT 0' - 6"
FLATWORK
SECTION - NORTH FACING -SECONDARY DWELLING
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
CANTILEVERED RECLAIMED WOOD SHELVING
POT FILLER FIXTURE
SEE STRUCTURAL TYP.
2
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
1/2" = 1'-0"
6
STORAGE CLOSET BELOW STAIRS
LEVEL 01 FF APARTMENT 0' - 6"
301 B
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
KITCHEN ELEVATION B
S.S. HOOD TYP.
1 501 B
No.
Drawn by KRN
300 B
5
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
3
400 A
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
Revisions
Date 08-01-2014
Drawing No
1 1/2" = 1'-0"
CONTACT INFORMATION
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
GUTTER
01
A
SECTION DETAIL - TYPICAL WALL SECTION NEW CONSTRUCTION
3
TYP.
6 500 B
TILE SHOWER SURROUND WHITE SUBWAY TILE, DARK GRAY GROUT. TYP.
LIVING ROOM
Date
BOT OF FOUNDATION (SEE STRUCTURAL)
1
KITCHEN
Revisions
SEE STRUCTURAL TYP.
A Date 08-01-2014
Drawing No
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
Simon / Stevens
Simon / Stevens Date
1/4" = 1'-0"
45 ft²
OPEN CABINETS
1
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
LEVEL 02 BOT OF STRUCTURE 9' - 9"
WATER CLOSET
SLIDING DOOR W/ PANTRY BEHIND. VRFY DOOR FINISH AND HARDWARE WITH OWNER PRIOR TO INSTALLATION
STORAGE CABINET WITH SOLID SURFACE COUNTER TOP
CONTACT INFORMATION
1 502 B
2ND FLOOR PLAN APARTMENT 10' - 9"
T&G LONG GRAIN PINE WOOD SOFFIT, CLEAR AND FREE, WHITE PICKLE STAIN, SEALANT TO INCLUDE U.V. PROTECTANT TYP.
POCKET DOOR SDI2
LIVING ROOM
Drawing Title
EXTERIOR ELEVATION SOUTH (SECONDARY DWELLING)
HVAC UNIT
186 ft²
BUILDING SECTION, WALL SECTION - SECONDARY DWELLING
EARTH
04
SIM.
LEVEL 02 BOT OF STRUCTURE 9' - 9"
119 ft²
Revisions
EXTERIOR ELEVATION EAST (SECONDARY DWELLING)
SEALANT CONT. CONT. MTL. DRIP FLASHING
LEVEL 01 FF APARTMENT 0' - 6"
Drawing Title
No.
1
201 B
6 501 B
T&G LONG GRAIN PINE WOOD SOFFIT, CLEAR AND FREE, WHITE PICKLE STAIN, SEALANT TO INCLUDE U.V. PROTECTANT TYP.
T&G LONG GRAIN PINE WOOD, CLEAR AND FREE, SEAL 04
2ND FLOOR PLAN APARTMENT 10' - 9"
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
LEVEL 01 F.F.
78 ft²
03
286 ft²
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
SILL GASKET
FLOOR FINISH SEE PLAN
SD1
FRIDGE
286 ft²
WALK IN CLOSET
STEEL WINDOW BOX TYP.
SECONDARY DWELLING BEDROOM SDI3
Simon / Stevens
TO NEW UNDERGROUND UTILITY LINE, SEE ARCHITECTURAL SITE PLAN FOR LOCATING
A Project No 1405.1
LAP WEATHER BARRIER OVER MTL FLASHING 2" MIN
EXTERIOR ELEVATIONS SECONDARY DWELLING
Date
Drawn by KRN
186 ft²
05
INTERIOR FINISH, SEE INT. ELEVATIONS
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
WEATHER BARRIER CONT. CAPILLARY BREAK CONT.
KITCHEN
SLOPED TO BOT OF STAIRS
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
CONTACT INFORMATION
STUD WALL W/ R15 INSUL PER BUILDING CODE, SEE PLAN FOR WALL TYPE
LEVEL 02 BOT OF STRUCTURE 9' - 9"
2 500 B
100% CONSTRUCTION DOCUMENTS
Description
Date 08-01-2014
2ND FLOOR PLAN APARTMENT 10' - 9"
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
03
T&G LONG GRAIN PINE WOOD SOFFIT, CLEAR AND FREE, WHITE PICKLE STAIN SEAL W/ U.V. PROTECTANT
BULKHEADS FOR RECESSED CAN LIGHTS, SEE ELE. RCP
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
EXTERIOR ELEVATIONS -SECONDARY DWELLING
SIDING SEE ELEVATION
1/2" = 1'-0"
Simon / Stevens
Drawing Title
LEVEL 01 FF APARTMENT 0' - 6"
DOUBLE TOP PLATE, SEE STRUCTURAL
CEILING FINISH, SEE RCP
LEVEL 02 T.O.P APARTMENT 19' - 6"
SECONDARY DWELLING BEDROOM
KITCHEN INT. ELEVATION A
100% CONSTRUCTION DOCUMENTS
HORIZONTAL CEMENTITIOUS SIDING, PAINT TYP.
LEVEL 02 BOT. OF STRUCTURE
FRAMING SEE STRUCTURAL
01
LEVEL 02 T.O.P APARTMENT 19' - 6"
400 A
TAFFY CAN DISPLAY
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
SD1
LEVEL 01 FF APARTMENT 0' - 6"
78 ft²
02
4
C
2' - 3 1/2"
05
EM
PLYWD SHEATHING TYP. SEE STRUCTURAL
TOP OF ROOF 26' - 7 1/2"
02
ABOVE TOP PLATE
05
SDI3
286 ft²
SD3
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
FAN EXHAUST
WALK IN CLOSET
TOP OF ROOF 26' - 7 1/2"
02
1' - 2"
LEVEL 02 BOT OF STRUCTURE 9' - 9" STOVE FAN EXHAUST
CLOSED CELL SPRAY FOAM INSULATION, R15, PER BUILDING CODE
SECONDARY DWELLING BEDROOM
FASCIA
C
9' - 2"
2ND FLOOR PLAN APARTMENT 10' - 9" LEVEL 02 BOT OF STRUCTURE 9' - 9"
LEVEL 02 F.F.
01
1 502 B
CONTACT INFORMATION
TYP.
TRIM AND PROPER BRICK MOLDING AT ALL TRIM
SOLID PANEL WD SLIDING DOOR
COORD. W/ OWNER
9 500 B
1-1/4" AIR SPACE W/ VERT FURRING STRIP 12" O.C. BOTTOM PLATE, SEE STRUCTURAL
MAX. BUILDABLE ZONING HEIGHT 30' - 0"
3' - 2"
TYP.
Checked by DRM
200 A
5
OPENING TO ENTRY FOYER (DUST PROTECTION WALL DURING CONSTRUCTION)
7' - 2"
DOWNSPOUT 5 500 B
4
3
301 B
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
LEVEL 02 T.O.P APARTMENT 19' - 6"
MTL PANEL SIDING TYP.
3
UTILITY ROOM DOOR REPLACE WITH SLIDER DOOR ON EXTERIOR COORDINATE HARDWARE W/ OWNER
7/31/2014 12:22:29 AM
DOWNSPOUT
2ND FLOOR PLAN APARTMENT 10' - 9"
Drawn by KRN
Project No 1405.1 Drawing No
2
1 300 B
3' - 6"
SOLID ACRYLIC PANEL 3/4" THICK, TRANSLUCENT WHITE COLOR, W/ WOOD RAILING CAP TYP.
Date 08-01-2014
1/4" = 1'-0"
SOLID SURFACE COUNTERTOP
MAX. BUILDABLE ZONING HEIGHT 30' - 0"
7/31/2014 12:22:28 AM
GUTTER
STUD WALL W/ R15 INSUL PER BUILDING CODE, SEE PLAN FOR WALL TYPE
100% CONSTRUCTION DOCUMENTS
- 0"
TYP.
01
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
8 500 B
/ 1'
PLYWD SEE STRUCTURAL
FLOORING FINISH SEE FLOOR PLAN. SUBFLOOR SEE STRUCTURAL
8" MIN.
9"
100% CONSTRUCTION DOCUMENTS
- 0"
CLOSED CELL SPRAY FOAM INSULATION, R15 PER BUILDING CODE
INT. FINISH SEE INT ELEVATIONS / RCP
LEVEL 02 T.O.P APARTMENT 19' - 6"
SEE STRUCTURAL
PORCH HANDRAIL
9"
GUTTER
LEVEL 02 T.O.P APARTMENT 19' - 6"
/ 1'
10" / 1' - 0"
TOP OF ROOF 26' - 7 1/2"
GUTTER
03
HORIZONTAL CEMENTITIOUS SIDING PAINT. TYP.
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
1/4" = 1'-0"
5
- 0"
02
MTL PANEL SIDING TYP.
EXTERIOR ELEVATION WEST (SECONDARY DWELLING)
4
4
WEST EXTERIOR ELEVATION - PRIMARY RESIDENCE
15' - 0"
3
/ 1'
LEVEL 02 T.O.P APARTMENT (TOP OF PLATE)
RAFTER SEE STRUCTURAL
02
T&G LONG GRAIN PINE WOOD SOFFIT, CLEAR AND FREE, PICKLE STAIN WHITE, SEAL W/ U.V. PROTECTANT TYP.
100% CONSTRUCTION DOCUMENTS
2
10"
- 0"
FURRING STRIP
TOP OF ROOF 26' - 7 1/2"
C
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
1
10"
/ 1'
DOWNSPOUT
B
Drawing No
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
STANDING SEAM MTL ROOFING TYP.
FASCIA, INSIDE FACE OF ROOF OPENING.
1
0' - 8 1/8"
201 A
3
GUTTER ATTACHED TO DOWNSPOUT. FASTEN WITH APPROVED FASTENERS, PER MANUFACTURE SPECIFICATION
10" / 1' - 0"
Checked by DRM
200 B
2
301 B
CONT. MTL DRIP FLASHING
LAP 8" MIN.
5
Simon / Stevens
Simon / Stevens
Project No 1405.1
1
1/4" = 1'-0"
MAX. BUILDABLE ZONING HEIGHT 30' - 0"
TOP OF ROOF 26' - 7 1/2"
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
No.
EXTERIOR ELEVATION NORTH (SECONDARY DWELLING)
1 301 B
STANDING SEAM MTL ROOFING TYP.
Revisions
2
200 B
MAX. BUILDABLE ZONING HEIGHT 30' - 0" 2 301 B
PA RA LLE L
4
VERTICAL CEDAR SIDING SEALANT TO INCLUDE U.V. PROTECTANT
Date
Drawn by KRN
130 B
1/2" = 1'-0"
1
200 A
FRIDGE
TY P.
Description
Date 08-01-2014
Drawing No
3
HORIZONTAL CEMENTITIOUS SIDING, PAINT. TYP.
LEVEL 01 FF APARTMENT 0' - 6"
FRONT DOOR
Checked by DRM
EXISTING TO REMAIN. PORCH COLUMNS & HEADER
D
WRAP & LAP WEATHER BARRIER FOR CONT. COVERAGE
8' - 0"
1/4" = 1'-0"
2
LEVEL 01 FF APARTMENT 0' - 6"
2ND FLOOR PLAN APARTMENT 10' - 9" LEVEL 02 BOT OF STRUCTURE 9' - 9"
7/31/2014 12:22:16 AM
7/31/2014 12:22:18 AM
1
SIM.
GRID
6' - 7"
No.
SOUTH EXTERIOR ELEVATION - PRIMARY RESIDENCE
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
6 501 B
1 300 B
MAX. BUILDABLE ZONING HEIGHT 30' - 0"
DOWNSPOUT
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
Revisions
EXISTING WINDOW
A
2
TYP.
Project No 1405.1 Drawing No
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
1
Drawn by KRN
TAFFY CAN DISPLAY AREA
6' - 0"
EXISTING WINDOWS
5 500 B
SOLID ACRYLIC PANEL 3/4" THICK, TRANSLUCENT WHITE COLOR, W/ WOOD RAILING CAP TYP.
130 B
ROOF PLAN - APARTMENT
5"
EXISTING WINDOWS
LEVEL 02 BOT OF STRUCTURE 9' - 9"
11. ROOFING INSULATION TO HAVE A MIN. R VALUE OF R38 OR GREATER AS REQUIRED BY CODE AT THE TIME OF INSTALLATION.
2 301 B
GUTTER
CONTACT INFORMATION
04
TYP.
SD2
DOWNSPOUT
Drawing Title
A
201 A
6 501 B
01
HORIZONTAL CEMENTITIOUS SIDING, PAINT. TYP.
SIM.
EXTERIOR ELEVATIONS PRIMARY RESIDENCE REMODEL
LEVEL 1 FF PRIMARY RESIDENCE 2' - 6"
04 9 500 B
201 B
1
Date 08-01-2014
D
0' - 5"
GUTTER
MTL PANEL SIDING TYP.
2ND FLOOR PLAN APARTMENT 10' - 9"
DOWNSPOUT
4
DOWNSPOUT
03
3' - 6"
3' - 6"
GUTTER
NEW MAILBOX MAIL
LEVEL 02 T.O.P APARTMENT 19' - 6"
DOWNSPOUT
PORCH HANDRAIL
SD3
E
D 2
STANDING SEAM MTL ROOFING
7/31/2014 12:22:23 AM
DOWNSPOUT EXISTING SIDING, PAINT
GUTTER
MTL PANEL SIDING TYP.
Structural Engineer: Tim Zhang, P.E., LEED AP GreenEarth Engineering, Inc. Consulting Structural Engineers 2500 W. William Cannon Dr, #201 Austin, TX 78745 Ph: (512) 289-8086 Fax: (512) 462-0800 Web: www.ge-eng.com
NEW FRONT DOOR
DOWNSPOUT
- 0"
02 TYP.
130 A
5
C
ENTRY TO OFFICE AREA
C
7/31/2014 12:22:19 AM
GUTTER
/ 1'
DOWNSPOUT PORCH HANDRAIL
Architect of Record David McEathron, AIA, LEED AP 6806 Syracuse Cv. Austin, TX 78723 davey.mceathron@gmail.com Ph: (503) 998-9733
GUTTER GUTTER DOWNSPOUT AND LEADER BOX
B
Designer/ Project Manager Kyle Norman, 300 North Akard St. Dallas, TX 75201 kylernorman@gmail.com Ph: (616) 826-8161
PRIMARY RES. TOP OF ROOF 21' - 3 3/8"
10"
8 500 B
4
B
R38 INSULATION PER BUILDING CODE.
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
GUTTER
LEVEL 02 T.O.P APARTMENT 19' - 6"
TOP OF ROOF 26' - 7 1/2" / 1'
Checked by DRM
*SEE STRUCTURAL FOR WALL FRAMING, SHEATHING LOCATION, SLAB & FOUNDATION SIZES.
10. NEW ROOF TO HAVE AN SRI VALUE OF 29, MIN.
10" / 1' - 0"
GUTTER
10"
- 0"
9" / 1' - 0"
- 0"
9" / 1' - 0"
/ 1'
DOWNSPOUT
EXISTING ASPHALT SHINGLES
STANDING SEAM MTL ROOFING TYP.
TOP OF ROOF 26' - 7 1/2"
/ 1'
10" / 1' - 0"
9"
9"
- 0"
GUTTER
CONTACT INFORMATION
B
MAX. BUILDABLE ZONING HEIGHT 30' - 0"
STANDING SEAM MTL ROOFING TYP.
Project No 1405.1
A
* NOTE: WALL SECTION SHOWS 2X4 FRAMING. SEE FLOOR PLAN FOR WALL TYPE. SEE EXTERIOR & INTERIOR ELEVATIONS FOR WALL FINISH.
9. STANDING SEAM ROOF TO HAVE A GAUGE ADEQUATE ENOUGH TO PREVENT OIL CANNING. CONNECTIONS TO ALLOW FOR THERMAL EXPANSION AND CONTRACTION WITHOUT VISUAL DEFECTS IN ROOFING MATERIALS. VERIFY STANDING SEAM ROOF GAUGE, DISTANCE BETWEEN RIBS, TYPE OF SEAM, AND COLOR WITH DESIGNER AND OWNER PRIOR TO INSTALLATION.
9" / 1' - 0"
2 301 B
3
7. VERIFY ALL PAINT AND MATERIAL FINISHES WITH OWNER AND DESIGNER BEFORE INSTALLATION
3' - 6"
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8. THE ENTIRE EXTERIOR ENVELOPE TO BE PROPERLY SEALED AND FLASHED TO PREVENT MOISTURE INTRUSION.
9" / 1' - 0"
1
MAX. BUILDABLE ZONING HEIGHT 30' - 0"
10" / 1' - 0"
1/4" = 1'-0"
100% CONSTRUCTION DOCUMENTS
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
EAST EXTERIOR ELEVATION - PRIMARY RESIDENCE
11. ROOFING INSULATION TO HAVE A MIN. R VALUE OF R38 OR GREATER AS REQUIRED BY CODE AT THE TIME OF INSTALLATION.
C
301 B
1
6. ALL EXPOSED FASTENERS ON WOOD SIDING TO BE STAINLESS STEEL.
10. NEW ROOF TO HAVE AN SRI VALUE OF 29, MIN.
EXISTING WINDOWS
Drawn by KRN
5. SLOPE GRADE AWAY FROM BUILDING & FOUNDATION FOR A MINIMUM OF 10'-0"
8. THE ENTIRE EXTERIOR ENVELOPE TO BE PROPERLY SEALED AND FLASHED TO PREVENT MOISTURE INTRUSION.
EXISTING WINDOWS
EXISTING WINDOW
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
D
3. ALL ROOF PENETRATIONS TO BE PROPERLY FLASHED AND SEALED TO PREVENT WATER INTRUSION.
9. STANDING SEAM ROOF TO HAVE A GAUGE ADEQUATE ENOUGH TO PREVENT OIL CANNING. CONNECTIONS TO ALLOW FOR THERMAL EXPANSION AND CONTRACTION WITHOUT VISUAL DEFECTS IN ROOFING MATERIALS. VERIFY STANDING SEAM ROOF GAUGE, DISTANCE BETWEEN RIBS, TYPE OF SEAM, AND COLOR WITH DESIGNER AND OWNER PRIOR TO INSTALLATION.
LEVEL 1 FF PRIMARY RESIDENCE 2' - 6"
Date 08-01-2014
Drawing No
4. RAINWATER FALLING ON ROOF OF THE HOUSE SHALL BE COLLECTED IN GUTTERS AND DOWNSPOUTS
6. ALL EXPOSED FASTENERS ON WOOD SIDING TO BE STAINLESS STEEL.
VERTICAL CEDAR RAINSCREEN SIDING, SEAL W/ U.V. PROTECTANT FOR EXTERIOR EXPOSURE
1/4" = 1'-0"
1. CONTRACTOR SHALL KEEP BUILDING WEATHER TIGHT.
100% CONSTRUCTION DOCUMENTS
1" / 1' - 0"
130 A
2. ROOF TO INCLUDE A RADIANT BARRIER WITH AN EMISSIVITY OF 0.05 OR LESS.
7. VERIFY ALL PAINT AND MATERIAL FINISHES WITH OWNER AND DESIGNER BEFORE INSTALLATION
DOWNSPOUT
EXISTING SIDING, PAINT
Checked by DRM
ROOF PLAN - MAIN HOUSE
1
GEN. NOTES – EXTERIOR ELEVATIONS
D
3. ALL ROOF PENETRATIONS TO BE PROPERLY FLASHED AND SEALED TO PREVENT WATER INTRUSION.
DOWNSPOUT AND GUTTER
Project No 1405.1
120 B
5
4. RAINWATER FALLING ON ROOF OF THE HOUSE SHALL BE COLLECTED IN GUTTERS AND DOWNSPOUTS
1400 GARDEN STREET - PRIMARY RESIDENCE REMODEL + SECONDARY DWELLING
GUTTER
GUTTER
1
4
5. SLOPE GRADE AWAY FROM BUILDING & FOUNDATION FOR A MINIMUM OF 10'-0"
DOWNSPOUT
201 A
3
1. CONTRACTOR SHALL KEEP BUILDING WEATHER TIGHT. 2. ROOF TO INCLUDE A RADIANT BARRIER WITH AN EMISSIVITY OF 0.05 OR LESS.
D
3. ALL EXPOSED FASTENERS ON WOOD SIDING TO BE STAINLESS STEEL. 4. VERIFY ALL PAINT AND MATERIAL FINISHES WITH OWNER AND DESIGNER BEFORE INSTALLATION
ASPHALT SHINGLES TO MATCH EXISTING ROOF
C
2
GEN. NOTES – EXTERIOR ELEVATIONS
GENERAL NOTES – EXTERIOR ELEVATIONS
1. CONTRACTOR SHALL KEEP BUILDING WEATHER TIGHT. 2. SLOPE GRADE AWAY FROM BUILDING & FOUNDATION FOR A MINIMUM OF 10'-0" EXISTING ASPHALT SHINGLES
Drawn by KRN
TO POT FILLER
1
PRIMARY RES. TOP OF ROOF 21' - 3 3/8"
Date 08-01-2014
Drawing No
NOTE: TO BE PRINTED ON 22"X34", IF PRINTED @ 11X17, SCALE IS 1/2 WHAT NOTED - (EXAMPLE 1/4"=1'0" WOULD BE 1/8"=1'0")
D
GARBAGE DISPOSAL
7/31/2014 12:22:11 AM
7/31/2014 12:22:10 AM
VENTILATION FAN D
5
800 B
LADY BIRD LAKE WETLAND » CONSERVATION CENTRE
The Wetlands Center celebrates the lake and the downtown edge in a dynamic fashion, while sustaining and fostering a healthy urban lifestyle. A lake level Pool Deck encloses an open water swimming pool replenished by the water cleaned by the living machine.
The Lady Bird Lake Wetlands Center, capitalizing on the successful model of the Lady Bird Johnson Wildflower Center, will use evidenced based, on-going research to educate the public about the role that plants take in our environment and using enhanced recreational activities to bring people into the site. The Wetland Center will use riparian vegetation as the basis, with a smaller component that showcases terrestrial species. Beyond the educational component, the Wetlands Center celebrates the lake and the downtown edge in a dynamic fashion, while sustaining and fostering a healthy urban lifestyle. A lake level Pool Deck encloses an open water swimming pool replenished by the water cleaned by the living machine; connects to an extended pier and boardwalk; extends the trail system and supports watercraft docking The Pavilion is the larger of the historic buildings and is re purposed as a flexible, indoor park space. This space can be
utilized by the downtown worker on a lunch break, a Seaholm shopper looking to take in a view of the lake, or a trail jogger in need of a rest. The Pavilion can also be rented out for events and special occasions. Imagine a wedding reception overlooking the lake; Yoga on the roof; an inclement weather location for the Farmer’s Market; or a Parks Foundation fund-raiser that sells ticket to watch the 4th of July Fireworks from the rooftop. The mass of the building allows it to remain at a comfortable temperature during extreme temperature swings with the aid of operable panels and mechanical ventilation. The Interactive Tidal Display takes place in the smaller of the Intake Buildings and acts as a major part of the educational component, teaching people about pollution and the role of humans and the natural environment in cleansing the symbiotic ecosystem. The Wetlands Center imparts
many sustainable solutions in the redevelopment of this site. A big sustainable feature is the reuse of the existing historic buildings. Solar panels on the glass and steel shade structure offer both dappled light and renewable energy for the project. A variety of native planting in the landscape and in the wetlands require little irrigation, and the water that is used to irrigate the plants comes from the lake – no potable water will be used on plants. The educational component will foster a sense of community and awareness to the sensitivity of our local environment. and rental.
#designcompitition #cityofaustin #systemdesign #historicrestoration #seaholmpmpstation
entry canopy public rooftop garden
natural swimming pool
THE SITE AS A FILTER...THE BUILDING AS A MACHINE
NORTH
intergrated riparian system filter
passive cooling
Draw water from Lady Bird Lake for filtration, education and leisure.
Allow native riparian plants to clean the polluted Lake water, while teaching the city about wetlands.
Enjoy a fresh, clean, safe swimming environment while surrounded by nature.
Give the clean water back to Lady Bird Lake for the rest of the city to enjoy.
ST.
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tidal display living machine
Project Team: Kyle Norman, David McEathron, Taryn Mudge
#commercialdesign #prodcutionagency #clientrelations #goodtimeinc #locallysourced
AUSTIN, TX » T.E.O Transmission Events is an agency who support, create, & curate events that are distinctly different, yet always relevant to today’s interests. Pure, raw, current, smart, and special.
TRANSMISSION EVENTS HEADQUARTERS
Proudly serving as defenders of Good Times since 2006.1 natural materials
Communication is a key aspect of our service - especially since our audience is so unique. We know how to get the word out about the Good Times happening this weekend, tonights house party, or the festival line up that is about to leak. We understand how folks like (and don’t like) to communicate today. With direct access to our large, yet focused social media audience, our active street teams and strong subscriber group, we have the reach and the creativity to generate original ideas in a way that our customers can appreciate. 2 http://transmissionevents.com Project Team : Kyle Norman, Robert Gay, Andrei Klypin
proposed framing infill a entry
b flex space existing conc shell
f
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c kitchen / breakout
c
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d flex office
e conference room f private office
g production space b
d
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high gloss white wall panels
j
<< phone booth
general office flex
h restrooms i phone booth j parking
AUSTIN » CHILDRENS MUSEUM The Austin Children Museum “Play Cave” was an exciting comission to be part of. The project brief was to: Design, build and install a play structure for childeren two years and under. Along with the play structure the museum and donors requested two art benches. The bounds of the site really determined the shape and orientation of the project. This is a good example of turning complex project into a simple paring of structures.
The Peace Pavilion is the brainchild of the students and faculty of the BASIC Initiative’s Ladakh program and was designed and built in collaboration with Sarah Bonnemaison and Christine Macy of Filum Ltd, renowned for its fabric structures. Constructed from disused military parachutes, it is a fitting reminder of the intrusion of war on everyday lives – yet also highlights the goodness that can emerge from conflict. Like all of the BASIC Initiative’s projects the idea for this pavilion followed one of our central tenets that innovative architecture and effective structures can build people’s capacity for hope and survival. The Peace Pavilion does just that. Its original home is the Druk White Lotus School in Ladakh, or Little Tibet; this is one of the world’s most peaceful countries, bordered on three sides by the conflicts in China, Pakistan and Afghanistan. Disused military parachutes are a common currency and a daily reminder of the surrounding conflict. In June 2010,
the BaSIC Initiative worked with local pupils and buddhist nuns to re-imagine and re-stitch together parachutes from this region of conflict into a parabolic hyperboloid tensile structure which resolves structural and design issues in a structure that symbolizes peace and unity that this school and children hope for amidst the chaos of war and conflict in this region. Sergio explains: “The legacy of the Commonwealth is one of peace, constitution and hope for the future. The Commonwealth Pavilion takes materials conceived for war and turns them into something positive – essentially building blocks for a peaceful future. We worked with local people to unpick a tool of conflict and re-stitch a place of sanctuary. This is the heart of the BaSIC Initiative, providing structures which unite and empower people to deliver a more positive future.”
In Ladakh, the Commonwealth Pavilion is a place for children and adults to meet, to share music, drama and ideas. At a practical level, it is a sanctuary against the intense sun hitting a country founded at an elevation of 13,000 feet. During September 2010 the Pavilion will be showcased at HRH. The Prince of Wales’ Garden Party to Make a Difference, as a prime example of innovative architecture improving the lives of others. It will then return to Ladakh to assume its place at the center of this academic community.
painted ribs
reclaimed red elm
#museumplaystructure #leadership #designtofabrication #designbuild #projectmanagement #thoughtbarn #artinpublicplaces #AIPP
PLAY CAVE
resin inlay
ribs & base footing
site installed
Project Team: Kyle Norman, Adrei Klypin, Robert Gay, Lucy Begg
bench design 1
connection detail renderings
3d modeled assembly
bench design 1
COE VS. OVETT » NIKE H.Q.
#designinstallation #corporateagency #clientrelations #NIKE #reclaimedwood
Capturing the story of the 1980 Olympics as it related to Nike, Sebastian Coe & Steve Ovett. Great historic images of Nike athletes and innovators made for a striking installation on the Nike campus.
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SHOE DISPLAY CUTOUTS 1 322
GRAPHIC 03 PRINT PANEL DIMS A-F
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MITRE MITRE
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EXECUTIVE HALL GRAPHIC INSTALLATION
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GRAPHIC 04 PRINT PANEL DIMS A-F
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MITREMITRE
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Project Designers : Mitch Morse, Kyle Norman,
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integrated shoe display
PDX »CRAFT
#leadership #designtofabrication #internationalproject #rootdesignaward
PAPERMAKER LIVE-WORK STUDIO
A unique craftsman asked to design an urban live-work residence within a community of fifteen other individual craftsmen. Linking together the residences was a requirement as well as inward facing community space specifically tailored to the needs of the individual trades greatly influenced the conforming design relationships with adjacent sites. The client encouraged to focus on the manifested connections between the body of the maker, the tools of the craft, and the neighboring artists. Attention was also paid to the crafts person’s relationship to the world around them through their own specific fascinations of the craft itself.
Rigorous research along with a complete understanding of the paper makers’ life, I was able to explore the daily routines of the maker while developing an understanding for the distinction between living and working quarters. Just as the maker, I chose to explore an array of media within my design process. Certainly all design decisions were made through the process of making.
“ ...he is just as much a botanist as a producer of paper-crafts.”
Project Team: Kyle Norman
grow
make
display
ADORNMENT ÂťCRAFT
DINE - IN TABLE
aluminide prototype bracelet
PEAR CUFF
tapered corner
Project Designer : Kyle Norman