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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:4
0:0
9 P
M
G-001
TABLE OF CONTENTS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:4
0:0
9 P
M
G-001
TABLE OF CONTENTS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
TEAM TEXAS
UNIVERSITY OF TEXAS AT EL PASO &THE COMMUNITY COLLEGE
SO
LA
R D
EC
AT
HLO
N 2
013
MARK DATE DESCRIPTIONMARK DATE DESCRIPTION
Page 2
DN
EGRESSROUTE
6'-0" 12'-0"
12'-0"
5'-0"
5'-0"
BEDROOM
106
BATH
105
CORRIDOR
104
MECH.
ROOM
103
KITCHEN /
DINING
102
LIVING
ROOM
101
1:12 ACCESSIBLERAMP
1:50 MAX. CROSSSLOPE LANDING
1:12 ACCESSIBLERAMP
1 2 3 4 5 6 7
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C
D
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1 2 3 4 5 6 7
A
B
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D
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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:4
0:1
3 P
M
G-101
EGRESS PLAN
#106
Author
Checker
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/4" = 1'-0"A2EGRESS PLAN
MARK DATE DESCRIPTION
Page 3
DN
ADAACCESSROUTE
5'-0" DIAMETERAS PER ADA
MECHANICAL ROOM
PRIMARY VISITOR PATHWAY
5'-0"
MINIMUM CLEAR WIDTH FORTWO WHEEL CHAIRS
1:12 RAMP AS PER ADA 5'-0" X 5'-0"LANDING ASPER ADA
1:12 RAMPAS PER ADA
LIVINGROOM
KITCHEN
BATHROOM
BEDROOM
BACK PORCH
ENTRY DECK
HALLWAY
3'-0"
3'-0"
3'-0"
3'-0"
12'-0"
6'-0"
12'-0"
2'-6"
2'-6"
2'-6" 2'-6"
3'-0"
PROJECT AREAS
LIVING ROOM
KITCHEN / DINING ROOM
CORRIDOR / CLOSETS
BATHROOM
BEDROOM
TOTAL AREA
245 SQ. FT.
203 SQ. FT.
81 SQ. FT.
79 SQ. FT.
192 SQ. FT.
800 SQ. FT.
GENERAL SHEET NOTES
1: PLAN COMPLIES WITH ACCESSIBILITYPATH.
2: MILLWORK AND FURNITURE ARESHOWN ON FURNITURE PLAN.
3: RAMP TO BE BUILT TO LONGERDIMENSIONS AND CUT TO FIT GRADE OFSITE. MAXIMUM SLOPE OF RAMP TO BE1:12.
1 2 3 4 5 6 7
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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:4
0:1
7 P
M
G-102
ADA TOUR ROUTE
COMPLIANCE PLAN
#106
Author
Checker
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/4" = 1'-0"A3ACCESSIBLE ROUTE PLAN
MARK DATE DESCRIPTION
Page 4
DN
5'-0"
14'-0" 50'-0" 14'-0"
55'-0"
25'-0"
85'-0"
1'-0" 35'-0"
14'-0" 20'-0"
98'-0"
20'-0"
TEAMCONSTRUCTION
AREA
TEAMCONSTRUCTION
AREA
4'-0"
6'-0"
5'-0"
1'-2"
78'-0" 20'-0"
5'-0" FRONT SETBACK
65'-0" REAR SETBACK
78'-0" SIDE SETBACK
OR
GA
NIZ
ER
UT
ILIT
IES
PRIMARY VISITOR PATHWAY
8'-0"
16'-0"
12'-0" 8'-0" 28'-0" 15'-0"
1" SQUARE TUBINGWITH 2" SPACINGPRIVACY SCREEN TOEXTEND TOUNDERSIDE OF PORCH
1" SQUARE TUBINGWITH 2" SPACINGPRIVACY SCREEN TOEXTEND TOUNDERSIDE OF PORCH
LANDING
1" SQUARE TUBINGWITH 2" SPACINGPRIVACY SCREEN TOEXTEND TOUNDERSIDE OF PORCH
RAMP WITH 1:12 SLOPE
CORTEN METAL PANELPLANTERS, SEELANDSCAPING PLANSFOR DETAILS
CORTEN METAL PANELPLANTERS, SEELANDSCAPING PLANSFOR DETAILS
CORTEN METAL PANELPLANTERS, SEELANDSCAPING PLANSFOR DETAILS
2" TUBING GUARDRAILWITH WIRE GUARDS, SEEC2/A1.01
1'-0"
ONESTORYHOUSE
800 SQ. FT.
1'-0"
MECH. ENTRANCE,SEE A4/A1.01
RAMP WITH 1:12 SLOPE
TYPICAL PV PANEL, SEEE-500 FOR DETAILS
TYPICAL PV PANEL, SEEE-500 FOR DETAILS
SEE A-101 FORHANDRAIL DETAILS
SEE A-101 FORGUARDRAIL DETAILS
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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:4
2:5
2 P
M
C-103
SITE UTILITY PLAN
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/8" = 1'-0"B4CIVIL SITE PLAN
MARK DATE DESCRIPTION
Page 5
DN
DW
OVEN
RE
F.
5'-0"
14'-0" 50'-0" 14'-0"
55'-0"
25'-0"
85'-0"
1'-0" 35'-0"
14'-0" 20'-0"
98'-0"
20'-0"
TEAMCONSTRUCTION
AREA
TEAMCONSTRUCTION
AREA
4'-0"
6'-0"
5'-0"
1'-2"
78'-0" 20'-0"
5'-0" FRONT SETBACK
65'-0" REAR SETBACK
78'-0" SIDE SETBACK
1/2 " : 1'-0" 1/2 " : 1'-0"
1/2
" : 1
'-0"
OR
GA
NIZ
ER
UT
ILIT
IES
PRIMARY VISITOR PATHWAY
8'-0"
16'-0"
1'-0 1/2" 12'-0" 8'-0" 28'-0" 15'-0"
ABCDEFG
H A'
J K
I
L M
N
M L L L
ROSE MARY ARP
7 UNITS
JUNIPER SABINA
18 UNITS
MINT ARTMEISIA
12 UNITS
RED YUCCA
3 UNITS
MEXICAN FEATHER GRASS
3 UNITS
CHAPARRAL SAGE
5 UNITS
AUTUMN SAGE
5 UNITS
VEGETABLES
10 UNITS
RUSSIAN SAGE
5 UNITS
WRIGHT PENSTEMON
5 UNITS
BACK PATIO PLANTERSRUST WALL GARDEN NORTH WINDOW
A
1"1 1/2"
3'-0"
5'-0"
1"1 1/2"
2'-8"
5'-0"
1"1 1/2"
2'-4"
5'-0"
3"
3"
3"3"3
"
3"
1"1 1/2"
1"1 1/2"
1"1 1/2"
1"1 1/2"
2'-0"
5'-0"
3"
3"
1"1 1/2"
1"1 1/2"
1'-8"
5'-0"
3"
3"
1"1 1/2"
1"1 1/2"
1'-4"
5'-0"
3"
3"
1"1 1/2"
1"1 1/2"
1'-0"
5'-0"3"
3"
1"1 1/2"
B C D E F G H
1"1 1/2"
3'-0"
5'-9"
3"
3"
1"1 1/2"
A'
1"1 1/2"
3'-0"
5'-0"
3"
3"
1"1 1/2"
1"1 1/2"
2'-0"
8'-0"
3"
3"
1"1 1/2"
I J
1"1 1/2"
3'-0"
7'-10"
3"
3"
1"1 1/2"
K
1"1 1/2"
3'-0"
4'-2"
3"
3"
1"1 1/2"
1"1 1/2"
1'-6"
8'-0"
3"
3"
1"1 1/2"
L
1"1 1/2"
2'-0"
4'-2"
3"
3"
1"1 1/2"
M
1"1 1/2"
3'-0"
8'-0"
3"
3"
1"1 1/2"
N
GENERAL NOTES
PLANTER FRAME
EXTERIOR COMPOSED OFCORTEN STEEL PANELS1/4" THICKNESS18 GAUGE
1 SQ IN. TUBING
2 FT. ON CENTER
1 2 3 4 5 6 7
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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
5:0
6 P
M
L-101
LANDSCAPE AND
PLANTING SITE PLAN
#106
Author
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/8" = 1'-0"B1LANDSCAPING PLAN
1/4" = 1'-0"B5LANDSCAPE LEGEND
1/4" = 1'-0"A1PLANTER LEGEND
MARK DATE DESCRIPTION
Page 6
TEAMCONSTRUCTION
AREA
TEAMCONSTRUCTION
AREA
5'-0" FRONT SETBACK
65'-0" REAR SETBACK
78'-0" SIDE SETBACK
1/2 " : 1'-0" 1/2 " : 1'-0"
1/2
" : 1
'-0"
OR
GA
NIZ
ER
UT
ILIT
IES
PRIMARY VISITOR PATHWAY
5'-0"
14'-0" 50'-0" 14'-0"
55'-0"
25'-0"
85'-0"
1'-0" 35'-0"
14'-0" 20'-0"
98'-0"
20'-0"
4'-0"
6'-0"
5'-0"
1'-2"
78'-0" 20'-0"
8'-0"
16'-0"
6'-0"
8'-10"
1'-0 1/2" 12'-0" 8'-0" 28'-0" 15'-0"
RE
F.
DW
OVEN
1 251" 12.5
2 561" 28
C
P
DN
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
5:0
9 P
M
L-102
LANDSCAPE
IRRIGATION AND
GREYWATER PLAN
#106
Author
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
3/16" = 1'-0"A1IRRIGATION
MARK DATE DESCRIPTION
Page 7
LANDSCAPE & IRRIGATION GENERAL NOTES
SHRUB PLANTING
5' O N W ESTSI DE O F TREE
DRIP EMITTER
SHRUB AREA
PLACE DRIP TUBETOWARDS SHRUB BASE(TWO PER SHRUB)
ROOTBALL
TREE AREA
PLACE DRIP TUBESIN 1/3 INCREMENTS,AROUND ROOT BALLAND AT 5' FROMTREE TRUNK
5' RADIUSSHRUB BASE
SHRUB & GROUND COVER
TREE
4"
CL
EA
RM
INIM
UM
2
NOT TO SCALE
NOT TO SCALE
1
3
NOT TO SCALE
4
NOT TO SCALE
NOT TO SCALE
NOTES
* FERFORM ALL ASPECTS OF WORK IN COMPLIANCE WITH ALL APPLICABLE SPECIFICATIONS, REQUIREMENTS, CODES, AND
* PLANS ARE SCHEMATIC. CONTRACTOR MAY ADJUST ALL LATERAL LINES TO ECONOMIZE PIPING AS LONG AS GENERAL
VALVE ZONING REMAINS AS INTENDED ON DRAWINGS. THEREFORE, CONTRCTOR SHALL SIZE ALL PIPE AS PER INDUSTRY
STANDARD FRICTION LOSS CHARACTERISTICS FOR PVC CLASS 40 IPS PLASTIC PIPE. VALVES AND MAINLINE HAVE BEEN
SIZED AS PER FLOW AND SHALL NOT BE REDUCED IN SIZE WITHOUT PERMISSION OF THE LANDSCAPE ARCHITECT.
* CONTRACTOR SHALL STUB 3 EXTRA CONTROL WIRES TO THE FARTHEST VALVE BOX IN EACH BRANCH OF MAINLINE
ORDINANCES OF ALL GOVERNING BODIES HAVING JURISDICTION.
FOR FUTURE EXPANSION.
* ALL EQUIPMENT SPECIFIED MAY BE SUBSTITUTED WITH AN EQUAL APPROVED BY LANDSCAPE ARCHITECT & OWNER.
* ALL EQUIPMENT TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS UNLESS DETAILED OTHERWISE ON PLANS.
* ALL UILITIES ARE TO BE BLUE STAKED PRIOR TO EXCAVATION. CHECK AND FIELD VERIFY ALL SITE CONDITIONS,
* THIS PLAN IS SCHEMATIC FOR READABILTY. CONTRACTER MAY FIELD ADJUST EQUIPMENT LOCATIONS
AS NECESSSARY. FIELD VERIFY CONTROLLER AND WIRE LOCATIONS WITH LANDSCAPE ARCHITECT.
UTILITIES AND SERVICES PRIOR TO EXCAVATION. CALL N.M. ONE CALL AT 260-1990 FOR BLUE STAKING.
* ALL OPEN EXCAVATIONS OCCURRING FROM THIS WORK SHALL BE BARRACADED AS NECESSARY.
IRRIGATION LEGEND
C
GENERAL NOTES
IRRIGATION NOTES
SEEDING NOTES
PLANTING NOTES
13 LANDSCAPE SUBCONTRACTOR SHALL PREPARE THOROUGH AND CORRECT SET OF
4 THELANDSCAPE SUBCONTRACTOR SHALL COORDINATE WATER "TAP-IN" LOCATIONS AND CONTROLLERLOCATIONS WITH THE CONTRACTOR'S QUALITY CONTROL INSPECTOR AND LANDSCAPE ARCHITECT
HAVING JURISDICTION A TRAFFIC CONTROL PLAN AND A PROJECTED TIME SCHEDULE.LANDSCAPE SUBCONTRACTORSHALL PREPARE FOR THE OWNER AND OTHER REQUIRED ENTITIES
TO THE CITY OF EL PASO STANDARDS FOR PUBLIC WORK CONSTRUCTION. THEALL ROADWAY TRENCHING, PATCHING, AND TRAFFIC CONTROL SHALL BE PERFORMED
FURNISHED BY OTHERS.OF THE IRRIGATION SYSTEM, EXCEPT FOR THOSE COMPONENTS SPECIFIED TO BEMATERIALS, INCIDENTAL WORK, AND PERMITS NECESSARY FOR THE COMPLETIONLANDSCAPE SUBCONTRACTOR PERFORMING THIS WORK SHALL FURNISH ALL LABOR, EQUIPMENT,IRRIGATION SYSTEM AS SHOWN ON THESE PLANS, DETAILS AND SPECIFICATIONS. THE
WORK UNDER THIS SECTION CONSISTS OF INSTALLING A COMPLETE UNDERGROUND
3
THE IRRIGATION SYSTEM TO THE GENERAL CONTRACTOR
2
1
3
2
1
12
11
10
9
8
7
6
5
2
3
2
1
1
1
3
ORDER DURING THE TIME OF CONTRACT WORK.THE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN SATISFACTORY WORKING
THE LANDSCAPE SUBCONTRACTOR SHALL SUPPLY ALL WARRANTIES OF COMPONENTS OF
CARE AND REPLACEMENT
FULLY OPERABLE AT THE TIME OF PLANT INSTALLATION.
ALL PLANT MATERIALS INSTALLED SHALL HAVE THE AUTOMATIC IRRIGATION SYSTEM
SHALL FOLLOW THE INSTALLATION METHODS RECOMMENDED BY THE MANUFACTURER.THE METHOD OR TECHNIQUES TO BE USED FOR INSTALLATION, THE LANDSCAPE SUBCONTRACTORIF THE CONTRACT DRAWINGS AND/OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE
INDICATED ON THE PLANS, DETAILS AND SPECIFICATIONS.NEW AND IN GOOD WORKING ORDER AND WITHOUT FLAWS UNLESS OTHERWISEALL COMPONENTS INSTALLED AS THE UNDERGROUND IRRIGATION SYSTEM ARE TO BE
COMPONENTS AND PRODUCTS
POSSIBLE. ALL VALVES TO BE TAGGED WITH THE VALVE RESPECTIVE NUMBER.BOXES IN GROUPINGS OF TWO OR THREE AND LOCATE NEAR WALKWAYS WHEREALL VALVES TO BE IN APPROVED VALVE BOXES (SEE SPECS AND NOTES). LOCATE VALVE
LANDSCAPE SUBCONTRACTOR TO FLUSH ALL LINES PRIOR TO INSTALLING HEADS AND EMITTERS.
COORDINATE PROGRAMS TO AVOID STATION OVERLAP.
TRENCH BACKFILL MATERIAL SHALL BE COMPACTED 85% PROCTOR DENSITY
BE EVEN WITH EXISTING GRADES AFTER COMPACTION. NO ORGANIC MATERIAL AND NO
ALL BACKFILL SHALL BE IMPORTED CLEAN MATERIAL. TRENCH IS TO
GOVERNMENTAL BODIES HAVING JURISDICTION.COMPLY WITH REQUIREMENTS OF THE I.P.C. AND ANY OTHER
TIGHT, PRIOR TO BACKFILL.
OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. CAP ALL ENDS HANDPIPING SHALL BE INSTALLED PRIOR TO LANDSCAPING OR PAVING WORK. NO TEES. ELLSSHALL BE LOCATED IN PLANTING AREAS OR SODDEN AREAS WHERE SHOWN AND ALLPLANS ARE DIAGRAMMATIC AND APPROXIMATE DUE TO SCALE OF DRAWINGS. ALL VALVESFULL COVERAGE WITHOUT EXCESSIVE OVERFLOW.
EMITTERS. THEY SHALL BE ADJUSTED AND/OR RELOCATED AS NECESSARY TO OBTAINWHERE TREES, LIGHT STANDARDS, ETC. ARE AN OBSTRUCTION OF PIPING AND DRIP
DRAWINGS.PER PLANS, DETAILS AND SPECIFICATIONS UNLESS OTHERWISE INDICATED ON THEALL PLANT MATERIALS SHALL BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEMS AS
GENERAL
CONSIDERED INCIDENTAL TO CONTRACT.ALL RECLAMATION SEEDING OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE
RESEEDED AS PER THE SEED MIX AND AS PER THE LANDSCAPE ARCHITECT'S DIRECTION.ALL DISTURBED OR DENUDED AREAS BEYOND THE LIMITS OF CONSTRUCTION SHALL BE
WITH THE SEED MIX OR SOD AS DESCRIBED IN THE PLANS AND SPECIFICATIONS.ALL AREAS DISTURBED OR DENUDED OF VEGETATION SHALL BE RESEEDED
GENERAL
ONE FULL YEAR BEGINNING ON THE DATE OF FINAL ACCEPTANCE.
ALL TREES, SHRUBS AND GROUND COVERS SHALL BE GUARANTEED FOR THE PERIOD OF
CARE AND REPLACEMENT
UNCOVERED OR NOT TOP DRESSED, UNLESS OTHERWISE SPECIFIED.
ALL PLANTING BEDS SHOWN ON PLANS SHALL BE MULCHED. NO BEDS WILL BE LEFT
MULCHING
WITH ACCEPTABLE MATERIAL AT NO ADDITIONAL COST TO OWNER.
ALL REJECTED MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACEDSHALL BE THE JUDGE OF THE QUALITY AND ACCEPTABILITY OF ALL PLANT MATERIALS.LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR'S QUALITY CONTROL INSPECTOR
LANDSCAPE SUBCONTRACTOR, ITS EMPLOYEES OR ANY PROJECT WITH THE
WORK OR MATERIALS, SUPPLIES AND EQUIPMENT ON THE JOB SITE CAUSED BY THETHE LANDSCAPE SUBCONTRACTOR SHALL BE LIABLE FOR ANY LOSS OR DAMAGE TO ANY
REPRESENTATIVE FOR ANY TRAVEL OUTSIDE OF THE LOCAL AREA. SHALL BE RESPONSIBLE FOR ALL TRAVEL EXPENSES INCURRED BY THE OWNER'S
YARD. HOWEVER, AT NO ADDITIONAL EXPENSE TO THE OWNER, THE CONTRACTOROF THE CONTRACTOR'S CHOICE PRIOR TO DELIVERY OF MATERIALS TO THE CONTRACTOR'STHE LANDSCAPE ARCHITECT WILL INSPECT PLANT MATERIAL AT A WHOLESALE NURSERY
JOB SITE.
SHALL NOT BE ACCEPTABLE.BRANCHING PATTERNS MORE HIGHLY DEVELOPED ON ONE SIDE THAN ON OTHER SIDES
CIRCUMFERENCE PLANT MATERIAL WITH IRREGULAR BRANCHING PATTERNS OR WITHALL PLANT MATERIAL SHALL HAVE A UNIFORM SHAPE AROUND ITS COMPLETE
MULTI-TRUNKED.PRUNED. TREES WITH DOUBLE LEADERS ARE NOT ACCEPTABLE, UNLESS SPECIFIED AS
DISFIGURING SHAPES. THE CENTRAL LEADER OF ALL TREES SHALL NOT HAVE BEENTRUNK THAT IS STRAIGHT AND FREE OF " DOG-LEGS" "CROOKS", "Y-CROTCHES", OR OTHERUNLESS SPECIFICALLY NOTED ON THE DRAWING. ALL TREES SHALL HAVE A SINGLE
OR LOOSE BALLS WILL BE REJECTED.SIZE AND HELD IN PLACE SECURELY BY BURLAP AND A STOUT TWINE OR ROPE. BROKEN
NONCONTAINER GROWN PLANTS SHALL HAVE A SOLID BALL OF EARTH OF MINIMUM SPECIFIED
NURSERY LABELS INDICATING SPECIES AND VARIETY.REPRESENTATIVE, ALL PLANTS SHALL BE NURSERY GROWN AND SHALL BE TAGGED WITHUNLESS OTHERWISE STATED ON THE DRAWINGS OR APPROVED BY OWNER'S
FORMS OF INFECTIONS.THE BARK, SUNSCALED INJURIES, PLANT DISEASES, INSECT EGGS, BORES AND ALL OTHERSOUND, HEALTHY, VIGOROUS, FREE FROM DEFECTS, DISFIGURING KNOTS, ABRASIONS OFNORMAL, WELL DEVELOPED BRANCHES AND VIGOROUS ROOT SYSTEMS. THEY SHALL BEALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. ALL PLANTS SHALL HAVE
NURSERYMEN, INC.COMMITTEE ON HORTICULTURAL STANDARDS OF THE AMERICAN ASSOCIATION OFAMERICAN STANDARD FOR NURSERY STOCK, 1980 EDITION. AS PUBLISHED BY THEPLANT MATERIAL QUALITY, SIZE AND CONDITION SHALL BE IN ACCORDANCE WITH
LATER THAN 2 WEEKS PRIOR TO THE INITIATION OF WORK.THE JOB AS SPECIFIED. ALL REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED NOCONTRACTOR IS ASSUMED TO HAVE LOCATED THE MATERIALS NECESSARY TO COMPLETEMATERIAL HAVE BEEN EXHAUSTED. AT THE TIME BIDS ARE SUBMITTED, THELANDSCAPE ARCHITECT IS CONVINCED THAT ALL MEANS OF OBTAINING THE SPECIFIED
KIND, QUALITY OR SIZE FROM THAT SPECIFIED WILL BE ALLOWED ONLY AFTER THEPERMISSION OF THE LANDSCAPE ARCHITECT. THE USE OF MATERIALS DIFFERING INPLANT MATERIAL SUBSTITUTIONS SHALL NOT BE MADE WITHOUT THE WRITTEN
PLANTINGS
MATTER WILL BE DISPOSED OF BY LANDSCAPE SUBCONTRACTOR.AND DEBRIS LARGER THAN 1" TO A SMOOTH AND EVEN TEXTURE. ALL EXTRANEOUSFINE GRADING: SURFACE SHALL BE RAKED FREE OF STONES AND EXTRANEOUS MATERIALS
EARTHWORK SUBCONTRACTOR TO WITHIN +/- 0.1 FT. OF PLAN CONTOURS
ROUGH GRADING: ROUGH GRADING SHALL BE PERFORMED TO SPECIFICATIONS BY
BODIES HAVING JURISDICTION.SPECIFICATIONS, REQUIREMENTS, CODES AND ORDINANCES OF ALL GOVERNINGPERFORM GRADING AND EXCAVATION WORK IN COMPLIANCE WITH APPLICABLE
GRADING
RESPONSIBILITY.OCCUR DURING THIS PHASE OF WORK SHALL BE THE CONTRACTORS FINANCIAL
OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. ALL DAMAGES THAT MAYDAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT ANDPROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM
AND OTHER PLANT MATERIALS ARE ALSO TO BE INCLUDED.OTHER WARNING MEASURES AS NECESSARY. PROTECTION OF EXISTING SHRUBS, TREES
OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING LIGHTS ORPROTECTION OF PERSONS AND PROPERTY: LANDSCAPE SUBCONTRACTOR IS TO BARRICADE
PROTECTION
WITH THE DRAWINGS AND SPECIFICATIONS.OF ALL LABOR, EQUIPMENT, MATERIALS AND PERFORMING ALL WORK IN CONNECTIONSHRUBS AND GROUND COVERS, GRADING AND MULCHING, INCLUDING THE FURNISHINGSCOPE: WORK COVERED IN THESE NOTES CONSISTS OF THE PLANTING OF SEEDING, TREES,
GENERAL
CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS.
CALL FOR BLUE STAKING.FIELD VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO EXCAVATION.EXISTING UTILITY LINES ARE TO BE BLUE STAKED PRIOR TO EXCAVATION, CHECK AND
DEFINED HEREIN, ARE IN CONFLICT WITH PROPOSED CONTRACT.
OWNER'S REPRESENTATIVE IF ANY ITEMS CONTAINED WITHIN THE SCOPE OF WORKPERTAIN TO THE SITE, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THECONTRACTOR SHALL BE FAMILIAR WITH PLANS, DETAILS AND SPECIFICATIONS AS THEY
STONES IN BACKFILL LARGER THAN 1/2" IN DIAMETER.
3SYSTEM IS DOWN.CONTRACTOR SHALL MAINTAIN & WATER ALL TREES & TURF WHILE THE OLD IRRIGATION
QUALITY, P.O. BOX 13087, AUSTIN, TX 78711-3087.IRRIGATION IN TEXAS IS REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL1
THE MAINLINE SHALL BE PRESSURE TESTED AT 150 PSI FOR 4 HOURS, WITNESSED BY THE14GENERAL CONTRACTOR'S QUALITY CONTROL INSPECTOR
PRIOR TO INSTALLATION.
AS A PREREQUISITE FOR FINAL PAYMENTAS-BUILT DRAWINGS AND SPECIFICATIONS FOR SUBMITAL TO THE GENERAL CONTRACTOR
4
3
7
6
5
2
1
1
2
3
2
1
2
1
1
3
2
1
OWNERS REPRESENTATIVE/OWNER.
NOTES:1. USE RAIN BIRD XERIMAN TOOL XM-TOOL TO INSERT BARB
CONNECTOR DIRECTLY INTO1/2" POLYETHYLENE TUBING.2. SHOULD THE EMITTER BECOME DISLODGED UNREGULATED FLOW
WILL OCCUR.3. RAIN BIRD XERI-BUG BARB X BARB EMITTERS ARE AVAILABLE
IN THE FOLLOWING MODELS:XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2.0 GPH
INTERIOR WALL
10 ' - 6 "
LU
33
4 4
1
22
1
L103
1. PVC MAINLINE
2. VALVE BOX
3. FINISHED GRADE
4. VALVE (SEE LEGEND FOR MODEL)
5. SERVICE EXPANSION COIL
6. PRESSURE REGULATOR
7. SCH. 80 UNION
8. PVC LATERAL
9. FILTER
10. 1 CU. FT. PEA GRAVEL SUMP
11. VALVE BOX EXTENSION
12. BRICK SUPPORTS
3.2.
1.
4.
5.
6. 7. 8.
9.
10.
12.
11.
NOTE:MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. PLUG-IN TRANSFORMER SHALL BECONNECTED TO GROUNDED 110 VAC OUTLET.
PLUG-IN TRANSFORMER
MODEL PCC-600i
MINIMUM CLEARANCEFOR DOOR OPENING
CONTROL WIRE IN ELECTRICALCONDUIT. SIZE AND TYPEPER LOCAL CODE
L103
5
4
5
3
2
1
321
7
6
4
6
7
SINGLE-OUTLET BARB INLET X BARB
OUTLET EMITTER:
RAIN BIRD XERI-BUG EMITTER
UNIVERSAL 1/4" TUBING STAKE:
RAIN BIRD TS-0251/4" DISTRIBUTION TUBING:
RAIN BIRD XQ TUBING
(LENGTH AS REQUIRED)
TOP OF MULCH
1/4" SELF-PIERCING BARB
CONNECTOR:
RAIN BIRD SPB-0251/2" POLYETHYLENE TUBING:
RAIN BIRD XF SERIES TUBING OR
RAIN BIRD XT-700 XERI-TUBE OR
RAIN BIRD XBS BLACK STRIPE TUBING
FINISH GRADE
L103
120V OUTLET,MOUNTED ONEXTERIOR WALL OFBUILDING
VENT STACK TOBUILDING ROOF
FLOAT SWITCH,PLACED OPPOSITEWATER INLET
500 GAL TANK
SUMP PUMP W/GRINDER
BALL VALVE 1
BALL VALVE 2
PUMP PLUG
RELAY
SWITCH PLUG
BASKET FILTER
WATER INLET
L103
THREE STEP OPERATIONDRI-SPLICE CONNECTORS ONLY
NOTE:COPPER SLEEVEFOR CRIMPING
DRI-SPLICECONNECTOR(PRE-FILLED)
WATERPROOFSEALANT
WIRES FROMCONTROLLERAND VALVE
PRESSURE REGULATOR & FILTERREMOTE CONTROL VALVE,
PRO-C CONVENTIONALCONTROLLER
WITH 1/4" TUBING, STAKE AND XERI-BUGBARB CONNECTOR INTO 1/2" TUBING
GREY WATER TANK SCHEMATIC
WIRE CONNECTORS
DRIP EMITTER PATTERN
5
L-103
NOT TO SCALE
6
L-103
A.
B.
C. D.
D.C.B.A.
1.
3" DEPTH OF BARK MULCHWATER RETENTION BASIN
PLANTING SOIL MIXTURESHRUB
CONSTRUCTION NOTES:
SHRUB PLANTING PITBE TWICE THE DIAMETER OF THEWATER RETENTION BASIN SHALLTHE OUTSIDE DIAMETER OF THE
GENERAL NOTES:
NOT TO SCALEL-103
7
E. CONTAINER
E.
1
1
QTY
PVC TO POLY CONVERTER
RAINBIRD PURPLE DRIP LINE 3/4" POLY
1" LATERAL LINE - SCHED. 40 PVC
1" REMOTE CONTROL VALVE, HUNTER PG101G
HUNTER PCC-600i, 6 STATION INDOOR CONTROLLER
INSTALL WYE FILTERS AFTER THE VALVE ON ALL DRIP ZONES.
ITEMSYM
1" MAIN LINE - SCHED. 40 PVC
5' R
AD
IUS
RO
OT
BALL
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
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D
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SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
5:1
2 P
M
L- 103
LANDSCAPE
IRRIGATION NOTES
AND DETAILS
#106
Author
Checker
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/16" = 1'-0"1LANDSCAPE IRRIGATION NOTES AND DETAILS
MARK DATE DESCRIPTION
Page 9
0"
3'-2"
11'-6"
3'
11'-4"
0"
2'-10"
9'-1"
3'-4"
1'-4"2'
0"3'
11
'-4
"
3'-2
"
11
'-6
"
13
'-1
11 2"
0"
2'-1
0"
9'-1
"
1 2 3 4 5 6 7
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B
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D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
WRIGHT AND DALBIN ARCHITECTS
CONSULTANTS
HKN ENGINEERS - STRUCTURE
EMC ENGINEERS - MPE
EPCC - SCHOOL OF INTERIOR DESIGN
EPCC - SCHOOL OF CULINARY ARTS
2/1
3/2
013 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
S-101
STRUCTURAL FOUNDATION
PLAN
Page 11
4'-0"4'-0"4'-0"
4'-0
"4
'-0
"4
'-0
"4
'-0
"
4'-0"
4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
4'-0
"4
'-0
"4
'-0
"4
'-0
"
8.2
5"
SIP
PA
NE
LS
TY
P.
8.25" SIP PANELS TYP.
4'-0"
4'-0"
1
S-5312
S-531
3
S-531
5
S-5
31
2'-0"
WALLS:4'X6.5" AND 2'X6.5" SIP
PANEL BY MANUFACTURER
PARAPET @ 13' FROM FLOOR
ROOF @ 11' FROM FLOOR
CEILING @ 10' 6 3 4" FROM FLOOR
CEILING @ 9' 7" FROM FLOOR
CEILING @ 10' 6 3 4" FROM FLOOR
ROOF @ 10' 9 12" FROM FLOOR
ROOF @ 8' 6" FROM FLOOR
8.2
5"
SIP
PA
NE
LS
TY
P.
CANOPY @ 8' 6" FROM FLOOR
ALL BEAM MEMBERS OF THE CANOPY
ARE HSS8X2X1/8 EXCEPT FOR THOSE
LABELED
2'-0" 4'-0" 4'-0" 4'-0"
4'-0
"
4'-0"4'-0"4'-0" 2'-0"
4'-0
"2
'-0
"2
'-0
"
1'-0"
4'-0"4'-0"4'-0"2'-0"
2'-0
"
4'-0
"4
'-0
"4
'-0
"4
'-0
"4
'-0
"2
'-0
"1
'-0
"
1'-0" 4'-0" 4'-0" 4'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"
ROOF FRAMING PLAN 1/4" = 1'-0"1
2 x
6
@ 2
4"
O.C
.
6'-0
"
8'-0"
HSS8X2X3/16 HSS8X2X3/16 HSS8X2X3/16
HSS8X2X3/16
HSS8X2X3/16HS
S8
X2
X3
/16
HS
S8
X2
X3
/16
HS
S8
X2
X3
/16
HS
S8
X2
X3
/16
HS
S8
X2
X3
/16
6
7
8
5
4
3
2
1
9
12
10
11
G HFEA B C D I J K L M N OP Q
5
S-5
31
6
S-531
8
S-5
31
7
S-531
10
S-531
S-531
9
4
S-531
DESCRIPTIONDATEMARK
[email protected]
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
TEAM TEXAS
106
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
CONTACT:
ADDRESS:
TEAM NAME:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
DRAWN BY:
LOT NUMBER:
COPYRIGHT:
CHECKED BY:
SHEET TITLE
TEAM TEXAS
S-103
ROOF FRAMING
PLAN
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Page 12
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
WRIGHT AND DALBIN ARCHITECTS
CONSULTANTS
HKN ENGINEERS - STRUCTURE
EMC ENGINEERS - MPE
EPCC - SCHOOL OF INTERIOR DESIGN
EPCC - SCHOOL OF CULINARY ARTS
2/1
3/2
013 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
S-301
BUILDING SECTION
Page 16
3/4" AB PLYWOODWITH BIRCH VENEER
POLYISOCYANURATERIGID INSULATION
1x'S RUNNERS
CORRUGATED METALPANEL
3/4" AB PLYWOODWITH BIRCH VENEER
POLYISOCYANURATERIGID INSULATION
1x'S RUNNERS
CONTEN METALPANEL A606-4, 18 GA.
5 1/2" 3/4"
7 3/4"
5 1/2" 3/4"
7 3/4"
1/2"1"
CORRUGATED METAL PANEL EXTERIOR WALLS
CORTEN METAL PANEL EXTERIOR WALLS
2X6 WOOD STUDS@ 16" 0.C.
CORTEN METAL PANELA606-4, 18 GA.
CORTEN METAL PANEL EXTERIOR WALLS
1/2"1"
A
B
C
WOOD STUD INTERIOR WALLSD
3/4"5 1/2"3/4"
7"
3/4" AB PLYWOODWITH BIRCH VENEER
R-13 BATT INSULATION
6" WOOD STUD@ 16" O.C.
2X6 WOOD STUDS@ 16" 0.C.
5 1/2"
WOOD STUD INTERIOR WALLSE
1/2" AB PLYWOODWITH BIRCH VENEER
2"X4" WOODSTUD @ 24"O.C.
2'-0" SIP PANELS AS
PERSTRUCTURALDRAWINGS
1/2"1 1/2"
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
04 08/22/2013 AS BUILTS
8/2
2/2
013 4
:38:3
0 P
M
A-001
ARCHITECTURAL
SYMBOLS AND NOTES
#106
TEAM TEXAS
.
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
REFERENCE KEYNOTES
TOJ TOP OF JOIST
TOM TOP OF MASONRY
TOP TOP OF PARAPET (PAVEMENT)
TOPO TOPOGRAPHY
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPH TOILET PAPER HOLDER
TR TOWEL RACK
TRANS TRANSOM, TRANSPARENT
TS TUBE STEEL
TSH TOWEL SHELF
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
UC UNDERCUT
UGND UNDERGROUND
UH UNIT HEATER
UL UNDERWRITERS LABORATORIES
UNFIN UNFINISHED
UNIV UNIVERSAL
UNO UNLESS NOTED OTHERWISE
UPS UNINTERRUPTIBLE POWER SUPPLY
UR URINAL
UTIL UTILITY
VAC VACUUM
VAN VANITY
VAP PRF VAPOR PROOF
VAR VARIES
VB VINYL BASE, VALVE BOX
VCT VINYL COMPOSITION TILE
VEH VEHICLE
VENT VENTILATION, VENTILATOR
VERT VERTICAL
VEST VESTIBULE
VG VERTICAL GRAIN
VID VIDEO
VJ V JOINT
VNR VENEER
VOL VOLUME
VOLT VOLTAGE
VR VAPOR RETARDER
VRFY VERIFY
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
VWF VINYL WALL FABRIC
W WASTE, WEST, WIDE
W/ WITH
W/O WITHOUT
W/W WALL TO WALL
WB WOOD BASE
WBL WOOD BLOCKING
WC WALL COVERING, WATER CLOSET
WCO WALL CLEANOUT
WD WOOD, WOOD DOOR
WDW WINDOW
WF WASH FOUNTAIN
WFAB WALL FABRIC
WGL WIRED GLASS
WH WALL HUNG, WALL HYDRANT, WATERHEATER
WHSE WAREHOUSE
WI WROUGHT IRON
WLD WELDED
WM WATER METER, WIRE MESH
WPWP
WATERPROOFING, WEATHERPROOFING
WR WATER REPELLENT, WEATHERRESISTANT, WIRE ROPE
WSCT WAINSCOT
WSL WEATHER SEAL
WT WATERTIGHT, WEIGHT
WU WINDOW UNIT
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
X BRACE CROSS BRACE
X SECT CROSS SECTION
XBRA CROSSBRACING
XFER TRANSFER
XFMR TRANSFORMER
XL EXTRA LARGE
XPS EXTRUDED POLYSTYRENE BOARD(INSULATION)
YCO YARD CLEANOUT
YD YARD, YARD DRAIN
YH YARD HYDRANT
YI YARD INLET
YR YEAR
Z MODULUS OF SECTION
PSI POUNDS PER SQUARE INCH
PT PAINT, PRESSURE TREATED
PTD PAINTED, PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER /RECEPTACLE
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PVG PAVEMENT, PAVING
QT QUARRY TILE
QTB QUARRY TILE BASE
QTF QUARRY TILE FLOOR
QTY QUANTITY
R RISER, RADIUS, RANGE
RB RESILIENT BASE, RUBBER BASE
RB HK ROBE HOOK
RCP REFLECTED CEILING PLAN
RCPTN RECEPTION
RD ROOF DRAIN, ROAD
REBAR REINFORCING STEEL BARS
REF REFERENCE, REFRIGERATOR
REFL REFLECT, REFLECTED, REFLECTIVE,REFLECTOR
REFR REFRIGERATION
REG REGISTER
REINF REINFORCE, REINFORCING
REM REMOVABLE
REQD REQUIRED
RESIL RESILENT
REST RESTROOM
REV REVISION
RFG ROOFING
RH ROOF HATCH, RIGHT HAND
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
RR RAILROAD, ROLL ROOFING
RS ROUGH SAWN
RT RIGHT
RTF RUBBER TILE FLOOR
RTU ROOF TOP UNIT
RV ROOF VENT, ROOF VENTILATOR
S SOUTH
SB SPLASH BLOCK
SBS STYRENE BUTADIEN STYRENE(ROOFING)
SC SOLID CORE
SCHED SCHEDULE
SCHEM SCHEMATIC
SCP SCUPPER
SCR SHOWER CURTAIN ROD
SCRN SCREEN
SCWD SOLID CORE WOOD DOOR
SD SMOKE DETECTOR, SOAP DISPENSER
SECT SECTION
SF SQUARE FOOT (FEET), SUPPLY FAN
SH SHINGLES, SINGLE HUNG (WINDOW)
SHFT SHAFT (ELEVATOR)
SHLVS SHELVES, SHELVING
SHR SHOWER
SHR HD SHOWER HEAD
SHT SHEET
SHT MTLFLASH
SHEET METAL FLASHING
SHTHG SHEATHING
SIM SIMILAR
SIM COND SIMILAR CONDITION
SJ SCORE JOINT
SKLT SKYLIGHT
SLD WDW HORIZONTAL SLIDING WINDOW
SND SANITARY NAPKIN DISPENSER
SNDU SANITARY NAPKIN DISPOSAL UNIT
SP STAND PIPE
SPEC(S) SPECIFICATION(S)
SPKLR SPRINKLER
SPKR SPEAKER
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SS SERVICE SINK
STA STATION
STC SOUND TRANSMISSION CLASS
STD STANDARD
STOR STORAGE
STR STAIR(S)
STRUCT STRUCTURE, STRUCTURAL
SUH SUSPENDED UNIT HEATER
SV SHEET VINYL
SWBD SWITCHBOARD
SYM SYMBOL
SYS SYSTEM
T TREAD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
T/S TUB / SHOWER
TB TOWEL BAR, THROUGH BOLT
TC TERRA COTTA
TCA TELEPHONE CONTROL PANEL
TD TOWEL DISPENSER, TRENCH DRAIN
TDR TOWEL DISPENSER / RECEPTACLE
TEL TELEPHONE
TEMP TEMPERATURE, TEMPORARY
TER TERRAZZO, TELEPHONE EQUIPMENTROOM
TFA TO FLOOR ABOVE
TFB TO FLOOR BELOW
THD THREAD
THK THICKNESS, THICK
THRES THRESHOLD
THRU THROUGH
THRUOUT THROUGHOUT
TK BD TACK BOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOB TOP OF BEAM
TOC TOP OF CONCRETE (CURB)
TOC FTG TOP OF CONCRETE FOOTING
TOC WALL TOP OF CONCRETE WALL
TOF TOP OF FOOTING (FLOOR, FRAME)
HDR HEADER
HDW HARDWARE
HH HAND HOLE
HM HOLLOW METAL
HORIZ HORIZONTAL
HS HAND SINK
HT HEIGHT
HVAC HEATING, VENTILATING, AND AIRCONDITIONING
I MOMENT OF INERTIA
I/O INPUT / OUTPUT
ID INSIDE DIAMETER, IDENTIFICATION,INSIDE DIMENSION
IIC IMPACT INSULATION CLASS
INCL INCLUDE, INCLUDED, INCLUDING
INFO INFORMATION
INSUL INSULATE, INSULATION, INSULATING,INSULATED
INT INTERIOR
INTERCOM INTERCOMMUNICATIONS
INV INVERT
JAN JANITOR
JAN CLO JANITOR'S CLOSET
JBOX JUNCTION BOX
K KILO, THOUSAND
KIT KITCHEN
KO KNOCK OUT
KPL KICK PLATE
L ANGLE, LITER
LAB LABORATORY
LAD LADDER
LAM LAMINATE, LAMINATED
LAM GL LAMINATED GLASS
LDR LEADER
LH LEFT HAND
LHR LEFT HAND REVERSE
LIB LIBRARY
LL LIVE LOAD
LNG LIQUID NATURAL GAS
LPT LOW POINT
LR LIVING ROOM
LT LIGHT
LVR LOUVER
LWC LIGHT WEIGHT CONCRETE
M METER, MOMENT
MACH RM MACHINE ROOM
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT, MAIL BOX
MBR MASTER BEDROOM, MEMBER
MC MEDICINE CABINET
MECH RM MECHANICAL ROOM
MED MEDIUM, MEDICAL
MEMB MEMBRANE
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
ML METAL LATH, MONOLITHIC
MLDG MOULDING, MOLDING
MLWK MILLWORK
MO MASONRY OPENING
MOD MODULAR, MODEL, MODIFY, MODULE
MRB MARBLE BASE
MS MOP SINK
MT MOUNT, MOUNTED, MOUNTING, METALTHRESHOLD
MTL METAL
MULL MULLION
MVBL MOVABLE
N NORTH
NA NOT APPLICABLE
NAT NATURAL
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER, OUTSIDEDIMENSION
OF/CI OWNER FURNISHED / CONTRACTORINSTALLED
OF/OI OWNER FURNISHED / OWNERINSTALLED
OFD OVERFLOW DRAIN
OFF OFFICE
OH OPPOSITE HAND, OVERHANG,OVERHEAD
OPNG OPENING
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
PA PUBLIC ADDRESS
PAR PARALLEL
PB PANIC BAR, PANELBOARD, PAINTEDBASE, PULL BOX, PUSHBOTTON
PBD PARTICLE BOARD
PCD PAPER CUP DISPENSER
PCF POUNDS PER CUBIC FOOT
PED PEDESTAL
PERF PERFORATE(D)
PERFAB PREFABRICATE(D)
PERIM PERIMETER
PFE PORTABLE FIRE EXTINGUISHER
PG PRESSURE GAUGE
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PNL PANEL
PR PAIR, PIPE RAIL
PREFIN PREFINISHED
PRKG PARKING
PSF POUNDS PER SQUARE FOOT
DEG DEGREE
DEMO DEMOLITION, DEMONSTRATION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL, DIAGRAM
DIM DIMENSION
DISP DISPENSER
DIST DISTANCE, DISTRICT
DIV DIVISION, DIVIDE
DJ DOUBLE JOIST
DL DEAD LOAD
DMPF DAMPROOFING
DMPR DAMPER
DN DOWN
DR DOOR, DRIVE, DINING ROOM, DRESSINGROOM
DS DOWNSPOUT
DW DISHWASHER, DOMESTIC WATER
DWG(S) DRAWING(S)
E EAST, MODULUS OF ELASTICITY
E LABEL CLASS E DOOR
EA EACH
EB EXPANISON BOLT
ECU EVAPORATIVE COOLING UNIT
EE EACH END
EF EACH FACE, EXTERIOR FINISH
EFS EXTERIOR FINISH SYSTEM
EG EDGE GRAIN
EGB EXTERIOR GYPSUM BOARD
EGSB EXTERIOR GYPSUM SHEATHING BOARD
EH ELECTRIC HEATER
EHD ELECTRIC HAND DRYER
EIFS EXTERIOR INSULATION AND FINISHSYSTEM
EJ EXPANISON JOINT
EL ELEVATION, EACH LAYER
ELEC ELECTRIC
ELEV ELEVATOR
EMER EMERGENCY
EMS ENERGY MANAGEMENT SYSTEM
ENCL ENCLOSE, ENCLOSURE
ENGR ENGINEER
ENTR ENTRANCE
EPDM ETHYLENE PROPYLENE DIENEMONOMER
EPS EXPANDED POLYSTYRENE BOARD(INSULATION)
EQ EQUAL
EQT EQUIPMENT
EQUIP EQUIPMENT
ERD EXISTING ROOF DRAIN
EST ESTIMATED
EVAP EVAPORATE
EW EACH WAY
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EWS EYE WASH STATION
EXC EXCAVATE
EXIST EXISTING
EXP EXPOSED, EXPANSION, EXPAND
EXS EXTRA STRONG
EXT EXTERIOR, EXTERNAL, EXTINGUISHER
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FACP FIRE ALARM CONTROL PANEL
FAS FASCIA, FIRE ALARM STATION
FB FIRE BLANKET, FLAT BAR
FCO FLOOR CELANOUT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINSH FLOOR
FFE FINISH FLOOR ELEVATION
FH FIRE HYDRANT, FLAT HEAD
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHWS FLAT HEAD WOOD SCREW
FIN FINISH, FINISHED
FIXT FIXTURE
FJT FLUSH JOINT
FLASH FLASHING
FLG FLOORING, FLANGE
FLR FLOOR, FILLER
FLR FIN FLOOR FINISH
FLR SK FLOOR SINK
FLUOR FLUORESCENT
FP FIRE PROTECTION, FIREPROOF,FLAGPOLE
FR FRAME, FIRE RATING, FIRE RESISTANT
FS FULL SIZE
FSTNR FASTENER
FT FOOT, FEET, FIRE TREATED, FULLYTEMPERED (GLASS)
FTG FOOTING
FURN FURNACE, FURNISH, FURNITURE
FUT FUTURE
G NATURAL GAS
GA GAUGE
GALV GALVANIZED, GALVANIC
GB GRAB BAR, GAS BIBB
GC GENERAL CONTRACTOR
GCO GROUND CLEANOUT
GL GLASS, GROUND LEVEL
GL BLK GLASS BLOCK
GLU LAM GLUED LAMINATED WOOD
GLZ GLAZING
GT GROUT, GREASE TRAP
GWB GYPSUM WALL BOARD
GYM GYMNASIUM
GYP GYPSUM
GYP BD GYPSUM BOARD
HAZ HAZARD
HAZ MAT HAZARDOUS MATERIAL
HB HOSE BIBB
HC HOLLOW CORE, HANDICAP
HD HAND DRYER, HEAVY DUTY
HDBD HARDBOARD
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT / ENGINEER
AAP ALARM ANNUNCIATOR PANEL
AB ANCHOR BOLT
ABC AGGREGATE BASE COURSE
ABV ABOVE
AC ASBESTOS CEMENT, ASPHALTICCONCRETE
ACC ACCESS, ACCESSIBLE
ACP ASPHALTIC CONCRETE PAVING,AUTOMATIC CONTROL PANEL
ACST ACOUSTICAL, ACOUSTIC
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADDL ADDITIONAL
ADDM ADDENDUM
ADH ADHESIVE
ADJ ADJACENT, ADJOINING, ADJUSTABLE
ADJUST ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AGGR AGGREGATE
AHU AIR HANDLING UNIT
ALT ALTERNATE, ALTITUDE
ALUM ALUMINUM
ANOD ANODIZE
ANT ANTENNA
AP ACCESS PANEL
APPROX APPROXIMATE
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASPH ASPHALT
ASSY ASSEMBLY
ATM AUTOMATIC TELLER MACHINE
AUTO AUTOMATIC
AV AUDIO VISUAL
AVE AVENUE
B LABEL CLASS B DOOR
BALC BALCONY
BB BULLETIN BOARD, BASE BOARD
BD BOARD
BDRY BOUNDARY
BEV BEVEL, BEVELED
BITUM BITUMINOUS
BJT BED JOINT
BLDG BUILDING
BLVD BOULEVARD
BLW BELOW
BM BENCH MARK, BEAM, BENDING MOMENT
BOT BOTTOM
BR BEDROOM
BRG BEARING
BRG HT BEARING HEIGHT
BRZ BRONZE
BTWN BETWEEN
BUR BUILT-UP ROOFING
BW BOTH WAYS
C CELSIUS, CHANNEL
C LABEL CLASS C DOOR
C TO C CENTER TO CENTER
CAB CABINET
CAD CADMIUM, COMPUTER AIDED DRAFTING
CAT CATALOG
CATV COMMUNITY ANTENNA TELEVISION
CB CATCH BASIN, CEMEMT BASE CERAMICTILE, CORNER BEAD
CCTV CLOSE CIRCULT TELEVISION
CEM CEMENT
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR FURNISHED /CONTRACTOR INSTALLED
CF/OI CONTRATOR FURNISHED / OWNERINSTALLED
CFE CONTACTOR FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CG CORNER GUARD
CH BD CHALKBOARD
CHFR CHAMPER
CI CAST IRON, CURB INLET
CIR CIRCLE
CIRC CIRCUMFERENCE
CJ CONSTRUCTION JOINT, CONTROL JOINT
CK CAULK, CAULKING
CL CENTER LINE, CLASS, CLOSE
CLG CEILING
CLG HT CEILING HEIGHT
CLO CLOSET
CLR CLEAR, COLOR, COOLER
CLRM CLASSROOM
CM CENTIMETER(S)
CMU CONCRETE MASONRY UNIT
COL COLUMN
COMB COMBINATION, COMBINED
COMM COMMUNICATION
COMP COMPONENT
COMPT COMPARTMENT
CONC CONCRETE, CONCENTRIC
CONSTR CONSTRUCTION
CONT CONTINUOUS, CONTINUE, CONTROLLER
CONTR CONTACTOR, CONTRACT
CORR CORRIDOR, CORRUGATED, CORRECT
CPT CARPET
CR CHROMIUM, CONTROL ROOM
CRS COURSE
CSK COUNTERSINK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTR CENTER, CONTOUR
CU CUBIC
CU FT CUBIC FEET
CU IN CUBIC INCH
CU YD CUBIC YARD
D DRAIN, DEPTH, PENNY (NAIL)
D LABEL CLASS D DOOR
DA DISABLED, DRAINAGE AREA
dB DECIBEL
DBL DOUBLE
DBL GLZ DOUBLE GLAZE
WALL LEGEND
MARK DATE DESCRIPTION
1 Date 1 Revision 1
Page 17
DN
5'-0"
14'-0" 50'-0" 14'-0"
55'-0"
25'-0"
85'-0"
1'-0" 35'-0"
14'-0" 20'-0"
98'-0"
20'-0"
TEAM
CONSTRUCTION
AREA
TEAM
CONSTRUCTION
AREA
4'-0"
6'-0"
5'-0"
1'-2"
78'-0" 20'-0"
5'-0" FRONT SETBACK
65'-0" REAR SETBACK
78'-0" SIDE SETBACK
OR
GA
NIZ
ER
UT
ILIT
IES
PRIMARY VISITOR PATHWAY
8'-0"
16'-0"
12'-0" 8'-0" 28'-0" 15'-0"
COMPOSITE DECKING,
TREX TRANSCEND
COLORS, SPICED RUM
1" SQUARE TUBING
WITH 2" SPACING
PRIVACY SCREEN TO
EXTEND TO
UNDERSIDE OF PORCH
COMPOSITE DECKING,
TREX TRANSCEND
COLORS, SPICED RUM
1" SQUARE TUBING
WITH 2" SPACING
PRIVACY SCREEN TO
EXTEND TO
UNDERSIDE OF PORCH
2" TUBING HANDRAIL
WITH WIRE GUARDS @
4" O.C, 2" FROM FLOOR
LEVEL. SEE A3/A1.01
COMPOSITE DECKING,
TREX TRANSCEND
COLORS, SPICED RUM
1" SQUARE TUBING
WITH 2" SPACING
PRIVACY SCREEN TO
EXTEND TO
UNDERSIDE OF PORCH
1" SQUARE TUBING
WITH 2" SPACING
PRIVACY SCREEN TO
EXTEND TO
UNDERSIDE OF PORCH
COMPOSITE DECKING,
TREX TRANSCEND
COLORS, SPICED RUM
CORTEN METAL PANEL
PLANTERS, SEE
LANDSCAPING PLANS
FOR DETAILS
CORTEN METAL PANEL
PLANTERS, SEE
LANDSCAPING PLANS
FOR DETAILS
CORTEN METAL PANEL
PLANTERS, SEE
LANDSCAPING PLANS
FOR DETAILS
CORTEN METAL PANEL
PLANTERS, SEE
LANDSCAPING PLANS
FOR DETAILS
CORTEN METAL PANEL
PLANTERS, SEE
LANDSCAPING PLANS
FOR DETAILS
2" TUBING GUARDRAIL
WITH WIRE GUARDS,
SEE A3/A1.01
1'-0"
ONE STORY HOUSE
800 SQ. FT.
1'-0"
MECH. ENTRANCE,
SEE A4/A1.01
HANDRAIL
EXTENSION, SEE B2/A-
101
MA
X.
3'-0"
3'-6"
3'-0"
MIN
.
2"
MA
X.
4"
2" SQUARE
METAL RAILING
1 1/2" DIA. METAL
HANDRAIL
2" SQUARE
METAL TUBING
@ 4'-0" MAX.
4" WOOD POST AS
PER STRUCTURAL
PLANS
CORTEL METAL
PLANEL
COMPOSITE
DECKING
3/16" DIA.
STAINLESS
STEEL CABLE
3/8" GALVANIZED
METAL PLATE
FASTENED TO
COMPOSITE WD.
DECK
MA
X.
3'-0"
3'-6"
MIN
.
2"
MA
X.
4"
2" SQUARE
METAL RAILING
2" SQUARE
METAL TUBING
@ 4'-0" MAX.
4" WOOD POST AS
PER STRUCTURAL
PLANS
CORTEL METAL
PLANEL
COMPOSITE
DECKING
3/16" DIA.
STAINLESS
STEEL CABLE
3/8" GALVANIZED
METAL PLATE
FASTENED TO
COMPOSITE WD.
DECK
8'-6"
1"
2"
1" SQUARE
METAL TUBING
@ 3" O.C.
2" SPACING IN
BETWEEN
TUBING
METAL PORCH
AS PER PLANS
COMPOSITE
DECKING AS PER
PLANS
TY
P.
1'-0"
TYP.
2'-0"
8'-6"
3'-6" 3'-0" 1'-6"
8'-0"
6'-8"
1'-0" X 2'-0"
CORTEN METAL
PANELS
DOOR HANDLE
AT CORTEN
METAL PANEL
DOOR
3068 METAL
DOOR
3'-6"
2"
TY
P.
4"
MAX.
4'-0"
2" SQUARE
METAL RAILING
2" SQUARE
METAL TUBING
@ 4'-0" MAX.
3/16" DIA.
STAINLESS
STEEL CABLE
D2
A-101
C2
A-101
2'-3"
9"
3'-0"
1'-0"
GU
AR
DR
AIL
3'-6"
3'-0"
2" SQUARE
METAL RAILING
1 1/2" DIA. METAL
HANDRAIL AT BOTH
SIDES OF RAMP
2" SQUARE
METAL TUBING
@ 4'-0" MAX.
3/16" DIA.
STAINLESS
STEEL CABLE
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT IS
PUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
2:0
8 P
M
A-101
ARCHITECTURAL SITE
PLAN
#106
TEAM TEXAS
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
1/8" = 1'-0"B3SITE PLAN
0 4' 8' 16'
1/2" = 1'-0"D2HANDRAIL DETAIL
1/2" = 1'-0"C2GUARDRAIL DETAIL
3/8" = 1'-0"A5PRIVACY SCREEN
3/8" = 1'-0"A4PATIO / MECH. ROOM ELEV.
1/2" = 1'-0"A3TYP. RAILING ELEV.
MARK DATE DESCRIPTION
1/2" = 1'-0"B2DETAIL EXTENSION
Page 18
DN
DW
OVEN
RE
F.
D2
A-212
B2
A-211
D2
A-211
B2
A-212
A-213A6
A3
A-213B1
A-213B3
B6
A-213A1
C3
A-301
C4
A-302
A4
A-302
2'-0"
4'-0"
6'-0"
12'-0" 8'-0" 28'-0"
4'-0" 4'-0"
20'-6" 7'-6"
12'-0"
D1
16'-0"
2'-2 1/4" 9'-9 3/4"
2'-10" 2'-6" 2'-6" 12'-8" 7'-6"
6'-0"
16'-0"
12'-0"
6'-0"
5'-0"
30'-0" 5'-0"
35'-0"
A B B B
C
8'-0" 28'-0"
106A
104A
104B
105BEDROOM
106
BATH
105
CORRIDOR
104
KITCHEN /
DINING
102
LIVING
ROOM
101
MECH.
ROOM
103
A
B
A
B
A A
C
DD
101A
101B
A
5 SHLVS
106B
103
A-101A4
Sim
D5
A-900
A3
A-900
B3
A-900
D2
A-900
6'-0"
6'-0"
14'-0" 9'-0"
13'-7" 14'-5"
1'-6"
E
E
1'-1"
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
04 08/22/2013 AS BUILTS
8/2
2/2
013 4
:38:3
2 P
M
A-111
FIRST FLOOR PLAN
#106
TEAM TEXAS
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/4" = 1'-0"A1FIRST FLOOR
0 2' 4' 8'
MARK DATE DESCRIPTION
1 Date 1 Revision 1
Page 19
1/2 " : 1'-0" 1/2 " : 1'-0"
1/2
" : 1
'-0"
6'-0"
16'-0"
1'-0"
4'-0"
2'-0"
1'-0" 12'-0"
14'-0" 14'-0" 1'-0"
6'-0"
6'-0"
16'-0"
6'-0"
12'-0" 8'-0" 28'-0" 1'-0"
C3
A-301
A4
A-112
PERFORATED METALPANELS
TPO MEMBRANE ROOFING
TPO MEMBRANE ROOFING
PERFORATED METALPANELS
D5
A-900
A3
A-900
B3
A-900
D2
A-900
ROOFING LEGEND
TPO MEMBRANEROOFING
PERFORATED METALPANEL ROOFING
SHEET METALPARAPETFLASHING
ENDWALLGALVANIZEDMETAL FLASHING,26 GA.
TPO MEMBRANEROOFING
CORRUGATEDMETAL WALL
WEATHERBARRIER
GALVANIZEDMETAL FLASHING,26 GA.
TPO MEMBRANEROOFING
WEATHERBARRIER
TPO MEMBRANEROOFING
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
04 08/22/2013 AS BUILTS
8/2
2/2
013 4
:38:3
3 P
M
A-112
ROOF PLAN
#106
TEAM TEXAS
CONSULTANTS
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
REFERENCE KEYNOTES
1/4" = 1'-0"B2ROOF PLAN
0 4' 8' 16'
1/2" = 1'-0"A6TYP. FLASHING DTL.
1/2" = 1'-0"A4MID. ROOF DTL.
MARK DATE DESCRIPTION
1 Date 1 Revision 1
Page 20
FIRST FLOOR3'-0"
CEILING11'-6"
SOLAR ENVELOPE18'-0"
GRADE LEVEL0"
CORRUGATED METAL
PANEL WALLS
PERFORATED
METAL PANEL ROOF
PORCH
1" SQ. TUBING
PRIVACY SCREEN
CORTEN METAL
PANEL
2" SQ. TUBING
RAILING WITH 3/16"
STAINLESS STEEL
WIRE, SEE D2/A-101
FOR HANDRAIL
DETAILS
FIRST FLOOR3'-0"
CEILING11'-6"
SOLAR ENVELOPE18'-0"
GRADE LEVEL0"
CORRUGATED
METAL PANEL
WALLS
PERFORATED
METAL PANEL
ROOF AT PORCH
CORTEN METAL
PANEL
CORTEN METAL
PANEL
2" SQ. TUBING
RAILING WITH 3/16"
STAINLESS STEEL
WIRE, SEE D2/A-101
FOR HANDRAIL
DETAILS
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT IS
PUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
2:3
2 P
M
A-211
ELEVATIONS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
1/4" = 1'-0"D2EAST
3/16" = 1'-0"B2NORTH
MARK DATE DESCRIPTION
Page 21
FIRST FLOOR3'-0"
CEILING11'-6"
SOLAR ENVELOPE18'-0"
GRADE LEVEL0"
CORTEN METAL
PANEL
CORRUGATED METAL
PANEL WALLS
PERFORATED
METAL PANEL ROOF
PORCH
CORTEN METAL
PANEL
1" SQ. TUBING
PRIVACY SCREEN
2" SQ. TUBING
RAILING WITH 3/16"
STAINLESS STEEL
WIRE, SEE C2/A-101
FOR HANDRAIL
DETAILS
FIRST FLOOR3'-0"
CEILING11'-6"
SOLAR ENVELOPE18'-0"
GRADE LEVEL0"
CORRUGATED METAL
PANEL WALLS
1" SQ. TUBING
PRIVACY SCREEN
CORTEN METAL
PANELPERFORATED
METAL PANEL ROOF
PORCH
CORTEN METAL
PANEL
2" SQ. TUBING
RAILING WITH 3/16"
STAINLESS STEEL
WIRE, SEE D2/A-101
FOR HANDRAIL
DETAILS
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT IS
PUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
2:4
4 P
M
A-212
ELEVATIONS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
1/4" = 1'-0"D2SOUTH
1/4" = 1'-0"B2WEST MARK DATE DESCRIPTION
Page 22
2'-0" 6" 2'-0" 2'-0" 1'-6"
2'-0"
3'-0"
HOOD
STOVESTOP
DISHWASHER
FORMSTONE ACRYLICCOUNTERTOP
LAMINATE BOTTOMCABINETS
FORMICA UPPERCABINETS
4"
REFRIGERATOR
LAMINATEBACKSPLASH
SHOWER
2" x 2"GLASS TILE
12" x 24"PORCELAIN TILE
3'-4"
1'-4"4
"4"
2'-4"4'-4"
6'-8"
GLASSPARTITION
2'-6" 1'-6"
6'-8"
SHOWER
2'-6"
6"
3'-8"
2'-6" x 3'-8"(FIELD VERIFY)PLATE GLASS MIRROR
FORMICA ORLAMINATECABINET
2" x 2"GLASS TILE
12" x 24"PORCELAIN TILE
4"
4"
3'-4"
1'-4"
GLASSPARTITION
3'-0"
2'-6" 1'-6" 3'-0" 2'-0" 1'-6"
2'-2 11/16" 1'-6" 3'-0" 5'-9"
3"
2'-0"
12'-9"
3'-0"
7'-0"
3'-0"
1'-6"
2'-6" 1'-0"
BUILT-INOVEN
HOOD
STOVESTOP
FORMSTONE ACRYLICCOUNTERTOP
STAINLESS STEELSHELF
LAMINATE BOTTOMCABINETS
FORMICA UPPERCABINETS
4"
1'-8"
LAMINATEBACKSPLASH
ACCENT WALL:SIERRA DESGINED CORK TILE11.75" X 23.75"
14'-7 1/2"
ACCENT WALL:SIERRA DESGINED CORK TILE11.75" X 23.75"
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
04 08/22/2013 AS BUILTS
8/2
2/2
013 4
:38:3
5 P
M
A-213
INTERIOR ELEVATIONS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/2" = 1'-0"A6INTERIOR ELEVATION - KITCHEN
1/2" = 1'-0"B6INTERIOR ELEVATION - BATH 2
1/2" = 1'-0"B3INTERIOR ELEVATION - BATH
1/2" = 1'-0"A3INTERIOR ELEVATION - KITCHEN
1/2" = 1'-0"B1INTERIOR ELEVATION - BEDROOM
1/2" = 1'-0"A1INTERIOR ELEVATION - MEDIA CENTER
1/2" = 1'-0"D1INTERIOR ELEVATION - BEDROOM
MARK DATE DESCRIPTION
1 Date 1 Revision 1
Page 23
FIRST FLOOR3'-0"
GRADE LEVEL0"
A-311
C1
A-311
C3
A-311
C4
A-311
C6
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
04 08/22/2013 AS BUILTS
8/2
2/2
013 4
:40:4
8 P
M
A-301
BUILDING SECTIONS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/4" = 1'-0"C3BUILDING SECTION
MARK DATE DESCRIPTION
1 Date 1 Revision 1
Page 24
FIRST FLOOR3'-0"
GRADE LEVEL0"
C3
A-301
A-312
B3
A-312
B5
A-312
B6
FIRST FLOOR3'-0"
SOLAR ENVELOPE18'-0"
GRADE LEVEL0"
C3
A-301A-312
B1
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT IS
PUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
2:5
7 P
M
A-302
BUILDING SECTIONS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
3/8" = 1'-0"C4BUILDING SECTION - CENTER
3/8" = 1'-0"A4BUILDING SECTION - ENTRETAINMENT
MARK DATE DESCRIPTION
Page 25
FIRST FLOOR3'-0"
GRADE LEVEL0"
SHEET METALPARAPET CAP
SIP PANELS AS PERSTRUCTURALDRAWINGS
3/4" ABPLYWOODW/BIRCHVENEER OVER2X'5 RUNNERS
3/4 ABPLYWOODW/BIRCH VENEER
MCNICHOLS QUALITYSQUARE PERFORATED
18 GAUGEPLAIN STEEL
8X2 RECTANGULARTUBING
CORRUGATEDMETAL PANEL WITH
1" AIR GAP
SIP PANELS AS PERSTRUCTURAL
DRAWINGS
1/2" OSB BOARD
1/2"OSB BOARD OVER2X'5 RUNNERS
SIP PANELS ASPER STRUCTURAL
DRAWINGS
FOOTING AS PERSTRUCTURAL
DRAWING
A-112
A6
FIRST FLOOR3'-0"
CEILING11'-6"
GRADE LEVEL0"
3/4 AB PLYWOODW/BIRCH VENEEROVER 2X'5RUNNERS
3/4 AB PLYWOODW/BIRCH VEENER
GALVANIZEDMETAL FLASHING,26 GA.
1/2" OSB BOARD
1/2" OSB BOARDSOVER 2X'5 RUNNERS
SIP PANELS AS PERSTRUCTURAL DRAWINGS
FOOTING AS PERSTRUCTURALDRAWINGS
SIP PANELS AS PERSTRUCTURALDRAWINGS
SIP PANELS AS PERSTRUCTURAL DRAWINGS
3/4 AB PLYWOODW/BIRCH VENEEROVER 2X'5 RUNNERS
A-112
A4
FIRST FLOOR3'-0"
CEILING11'-6"
GRADE LEVEL0"
SIP PANELS AS PERSTRUCTURAL DRAWINGS3/4" AB PLYWOODW/BIRCHVENEER OVER 2X'5RUNNERS
SHEET METALPARAPET CAP
SIP PANELS AS PERSTRUCTURAL DRAWINGS
3/4" AB PLYWOODW/BIRCH VENEER
1/2" OSB BOARD
1/2" OSB BOARDS OVER2X'5 RUNNERS
SIP PANELS AS PERSTRUCTURAL DRAWINGS
FOOTINGS AS PERSTRUCTURAL DRAWINGS
CORRUGATED PANELSOVER WEATHERBARRIER
GALVANIZED METALFLASHING, 26 GA.
FIRST FLOOR3'-0"
GRADE LEVEL0"
GALVANIZED METALFLASHING, 26 GA.
SIP PANEL AS PERSTRUCTURAL WALL
MCNICHOLS QUALITYPERFORATED18 GAUGE PLAIN STEEL
8X2 RECTANGULARTUBING
CORRUGATED METALPANEL WITH 1" AIR GAP
SIP PANELS AS PERSTRUCTURALDRAWINGS
1/2" OSB BOARD
2X'5 RUNNERS
SIP PANELS AS PERSTRUCTURALDRAWINGS
FOOTING AS PERSTRUCTURALDRAWING
3/4" AB PLYWOODW/BIRCH VENEER OVER2X'5 RUNNERS
3/4 PLYWOODW/BIRCH VENEER
1'X2' CORTENSTEEL PANELS
GALVANIZEDMETAL FLASHING,26 GA.
7 1
/2"
8 1
/2"
3'-2"
8'-6"
3'-0"
12'-4 1
/2"
14'-1 1/2"
4'-9" 4'-7 1/2" 4'-9"
8'-6"
1"
1"
4" 4'-2" 2" 4'-7 1/2" 2" 4'-2" 4"
13'-11 1/2"
1"
1"
1" 4"
14'-1 1/2"
4'-2" 2" 2" 4'-3 1/2" 2" 2" 4'-2" 4"
1" 4'-8" 2" 4'-3 1/2" 2" 4'-8" 1"
14'-1 1/2"
3'-1"
3'-0"
1" 4'-8" 2" 4'-3 1/2" 2" 4'-8" 1"
14'-1 1/2"
2'-5"
8'-6"
2'-5"
3'-0"
3'-1"
8'-6"
2"1"
3"
2" SQ.
6"
DE
PT
HD
EP
TH
: 1'-0"
PATIO ELEVATION
4"
EXTERIOR ELEVATION
FIXED COLUMNS
PANELSUPPORTS
ASSEMBLING PLAN
SECTION VERTICAL SUPPORT DETAIL
2" X 2", 14 GA.SQ. TUBING
1 3/4" X 1 3/4", 14GA. SQ. TUBINGWELDED TOEXTERIOR TUBING
2" X 2", 14 GA.SQ. TUBING
1" X 1", 11 GA.SQ. TUBING
4" X 4", 11 GA.SQ. TUBING2" X 2", 11 GA.SQ. TUBING1" X 1", 11 GA.SQ. TUBING
4" X 4", 11 GA.SQ. TUBING2" X 2", 11 GA.SQ. TUBING1" X 1", 11 GA.SQ. TUBING
1"
2" X 2", 14 GA.SQ. TUBING
2" X 2", 11 GA.SQ. COLUMN
1" X 1", 11 GA.SQ. TUBING
4" X 4", 14 GA.SQ. TUBING
4" X 4", 14 GA.SQ. TUBING
1" X 1", 11 GA.SQ. TUBING
4" X 4", 14 GA.SQ. TUBING
4" X 4", 11 GA.SQ. TUBING
4" X 4", 11 GA.SQ. TUBING
(N.T.S.)
ASSEMBLING DETAIL
(N.T.S.)
1/8" X 4" HOTROLLED STRIP
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
04 08/22/2013 AS BUILTS
8/2
2/2
013 4
:45:3
4 P
M
A-311
WALL SECTIONS
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
1/2" = 1'-0"C1WALL SECTION D
1/2" = 1'-0"C3WALL SECTION C
1/2" = 1'-0"C4WALL SECTION B
1/2" = 1'-0"C6WALL SECTION A
MARK DATE DESCRIPTION
1 Date 1 Revision 1
3/8" = 1'-0"A1PRIVACY SCREEN DETAILS
Page 26
FIRST FLOOR3'-0"
CEILING11'-6"
GRADE LEVEL0"
SIP PANELS AS PERSTRUCTURAL DRAWINGS
3/4" AB PLYWOODWITH BIRCH VENEEROVER 2X'S RUNNERS
SIP PANELS AS PERSTRUCTURALDRAWINGS
CORRUGATED METALPANELS WITH 1"AIR GAP
SIP PANELS AS PERSTRUCTURALDRAWINGS
1/2" OSB BOARD
1/2" OSB BOARD OVER2X'5 RUNNERS
SIP PANELS AS PERSTRUCTURAL DRAWINGS
FOOTING AS PERSTRUCTURALDRAWING
INTERIOR TILE FINISH
GALVANIZED METALGUTTER, 26 GA.
FIRST FLOOR3'-0"
CEILING11'-6"
GRADE LEVEL0"
CORRUGATEDMETAL ROOFOVER WEATHERBARRIER
CORTEN METAL PANEL1" SQUARE TUBING
1" COMPOSITE WOODDECKING
2X'S BACKING ASNECESSARY
2X10 WOOD JOISTSAS PER STRUCTURALPLANS
GALVANIZEDMETAL FLASHING,26 GA.
2X6 WOODSTUDS @ 16"0.C.
FIRST FLOOR3'-0"
CEILING11'-6"
GRADE LEVEL0"
CORRUGATED METALPANELS OVERWEATHER BARRIER
SIP PANELS AS PERSTRUCTURALDRAWINGS
3/4 AB PLYWOODWITH BIRCH VENEEROVER 2X'5 RUNNERS
CORTEEN STEELPANELS
3/4 AB PLYWOODWITH BIRCHVEENER
2X6 JOISTS AS PERSTRUCTURAL
DRAWINGS
SIP PANELS AS PERSTRUCTURALDRAWINGS
3/4 AB PLYWOODWITH BIRCHVENEER
1/2" OSB BOARD
1/2" OSB BOARDOVER 2X'5 RUNNERS
SIP PANELS AS PERSTRUCTURAL DRAWINGS
2X6 WD. STUDS @16" O.C.
COMPOSITEWOODDECKING
2X10 JOISTS
WEATHER BARRIER
FIRST FLOOR3'-0"
CEILING11'-6"
GRADE LEVEL0"
CORRUGATEDMETAL ROOFING
GALVANIZEDMETAL FLASHING,26 GA.
SIP PANELS AS PERSTRUCTURAL DRAWING
SIP PANELS AS PERSTRUCTURAL DRAWING
3/4 AB PLYWOOD WITHBIRCH VENEER OVER2X'5 RUNNERS
CORRUGATED METALPANELS
3/4 AB PLYWOOD WITHBIRCH VENEER
SL35 LOW PROFILESADDLE SILL
1/2" OSB BOARD
1/2" OSB BOARD OVER2X'5 RUNNERS
SIP PANELS AS PERSTRUCTURAL DRAWINGS
FOOTING AS PERSTRUCTURAL DRAWINGS
1" AIR GAP
1"X1" METAL ANGLE ONEACH SIDE
PERFORATEDMETAL PANELS
GALVANIZEDMETAL FLASHING,26 GA.
1" COMPOSITE WOOD DECK
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
3:0
7 P
M
A-312
WALL SECTIONS
#106
TEAM TEXAS
CONSULTANTS
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
3/4" = 1'-0"B6WALL SECTION 1
3/4" = 1'-0"B3WALL SECTION 3
3/4" = 1'-0"B5WALL SECTION 2
3/4" = 1'-0"B1WALL SECTION 4
MARK DATE DESCRIPTION
Page 27
5 1/2" SIP PANELS ASPER STRUCTURALPLANS
3/4" AB PLYWOOD
3/4" AB PLYWOOD
CORRUGATEDMETAL PANEL
WITH 1" AIRGAP
GALVANIZEDFLASHING, 26 GA. DOUBLE PANE WINDOW
WITH ALUMINUM FRAME
WEATHER BARRIER
1" AIR GAP
DOUBLE PANEWINDOWWITH ALUMINUMFRAMING
3/4" AB PLYWOOD
3/4" AB PLYWOOD
GALVANIZEDFLASHING,26 GA.
CORRUGATEDMETAL PANEL
5 1/2" SIPPANELSAS PER
STRUCTURALPLANS
3/4" AB PLYWOOD
3/4" AB PLYWOOD
5 1/2" SIP PANELAS PERSTRUCTURAL PLANS
GALVANIZEDFLASHING, 26 GA.
1" AIR GAP
WEATHER BARRIER
1/2" OSBSHEATHING
CORRUGATEDMETAL PANEL
DOUBLE PANEWINDOW WITHALUMINUM FRAME
WOOD FLOORING
1/2" OSB BOARD
1 1/2" GAP
3/4" OSB SHEATHING
1/2" OSB BOARD
DOUBLE PANEWINDOW WITH
ALUMINUM FRAME
GALVANIZEDFLASHING, 26 GA.
CORTEN METALPANEL
WITH 1" SQUARETUBING
GALVANIZED METALFLASHING, 26 GA.
3/4" ABPLYWOOD
5 1/2" SIPPANELS ASPER STRUCTURALDRAWINGS
1" AIR GAP
WEATHER BARRIER
2X2 GALVANIZEDMETAL ANGLE,
12 GA.
1/2" OSBSHEATHING
CORRUGATEDMETAL PANEL
DOUBLE PANE,ALUMINUM WINDOW.
WEATHER BARRIER
1" AIR GAP
3/4" PLYWOOD
3/4" PLYWOOD
GALVANIZEDFLASHING, 26 GA.
CORRUGATEDMETAL PANEL
5 1/2" SIP PANELSAS PER STRUCTURAL
PLANS
NANA WALLFOLDINGDOOR SYSTEM
1/2" OSB BOARD
5 1/2" SIP PANELSAS PERSTRUCTURALPLANS
3/4" AB PLYWOOD
3/4" AB PLYWOOD
CORRUGATEDMETAL PANEL
WITH 1"AIRGAP
GALVANIZEDFLASHING, 26
GA.
NANA WALLSYSTEMFOLDING DOORS
WOOD FLOORING
1/2" OSB BOARD
1 1/2" GAP
3/4" OSB SHEATHING
RIGID INSULATION
1/2" OSB BOARD
NANA WALL SYSTEMFOLDABLE DOORS
(FLUSH SILL)
1" COMPOSITEWOODEN DECK
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
3:1
2 P
M
A-531
WINDOW DETAILS
#106
Author
Checker
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
3" = 1'-0"D6TYPICAL HEAD DETAIL
3" = 1'-0"C6TYPICAL JAMB DETAIL
3" = 1'-0"B6TYPICAL SILL DETAIL
3" = 1'-0"C2BEDROOM SILL DETAIL
3" = 1'-0"D2BEDROOM/BATH JAMB DETAIL
3" = 1'-0"C4NANA WALL JAMB DETAIL
3" = 1'-0"D4NANA WALL HEAD DETAIL
3" = 1'-0"B4NANA WALL SILL DETAIL
MARK DATE DESCRIPTION
Page 28
WOOD DOOR TRIM
SEE PLANS FORWALL TYPES /CONSTRUCTION
WOOD DOOR FRAME
SHIM SPACE
WOOD DOOR TRIM
DOOR ASSCHEDULED
WOOD FRAMING
WOOD DOOR TRIM
SEE PLANS FOR WALLTYPES / CONSTRUCTION
WOOD FRAMING
WOOD DOOR TRIM
SHIM SPACE
WOOD JAMB
DOOR ASSCHEDULED
DOOR FRAMEBEYOND
TOP OF FLOOR
DOOR ASSCHEDULED
SCHEDULED FLOORFINISH
WHERE APPLICABLE,CENTER FLOORINGTRANSITION BENEATHDOOR
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
3:1
6 P
M
A-532
DOOR DETAILS
#106
Author
Checker
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
3" = 1'-0"D6DOOR HEAD DETAIL
3" = 1'-0"C6DOOR JAMB DETAIL
3" = 1'-0"B6SILL DETAIL
Page 29
6'-8"
3'-0"
6'-8"
1'-6"
2'-0"
4'-8"
6'-8"
6'-8"
A B C
DOUBLE PANEALUMINUM FRAME
FIXED
DOUBLE PANEALUMINUM FRAME
FIXED
DOUBLE PANEALUMINUM FRAME
FIXED
B6/A
-531
D6/A
-531
D2/A-531
D6/A
-531
C2/A
-531
D6/A
-531
C2/A
-531
D2/A-531 C6/A-531
6'-8"
3'-0"
6'-8"
2'-8" 2'-6"
6'-8"
6'-8"
5'-0"
EQ EQ
3'-0" 3'-0" 3'-0" 3'-0"
12'-0"
6'-8"
3'-0" 3'-0"
6'-8"
6'-0"
106ABEDROOM
FLUSH , SOLIDWOOD DOOR
105BATHROOM
FLUSH , SOLIDWOOD DOOR
104BLAUNDRY
FLUSH , SOLIDWOOD DOOR
104ASTORAGE
FLUSH , SOLIDWOOD DOOR
101A101B
LIVING ROOMDOUBLE PANE
FOLDING DOORALUMINUM FRAME
106BBEDROOM
DOUBLE PANEFOLDING DOOR
ALUMINUM FRAME
EQ EQ
4'-0"
6'-8"
106CCLOSET
FLUSH , SOLIDWOOD DOOR
C6/A-532C6/A-532C6/A-532C6/A-532C6/A-532
D6/A
-532
D6/A
-532
D6/A
-532
D6/A
-532
D6/A
-532
C4/A-531C4/A-531
D4/A
-531
D4/A
-531
B4/A
-531
B4/A
-531
B6/A
-532
B6/A
-532
B6/A
-532
B6/A
-532
B6/A
-532
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
.
CONSULTANTS
.
.
.
NONE: PROJECT ISPUBLIC DOMAIN
.
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
4/5
/2013 1
2:0
3:2
1 P
M
A-601
SCHEDULES
#106
AUTHOR
CHECKER
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
ROOM FINISH SCHEDULE
ROOM NOROOMNAME
FINISH
COMMENTSFLOOR BASE WALL CEILING101 LIVING ROOM WOOD FLOOR WOOD PLYWOOD
FINISHED /METAL DECK
PLYWOODFINISHED
CLNG.HEIGHT VARIES
102 KITCHEN /DINING
WOOD FLOOR WOOD PLYWOODFINISHED
PLYWOODFINISHED
CLNG.HEIGHT VARIES
103 MECH. ROOM COMPOSITEDECK
WOOD METALPANELS
PLYWOODFINISHED
CLNG.HEIGHT VARIES
104 CORRIDOR WOOD FLOOR WOOD PLYWOODFINSIHES
PLYWOODFINISHED
CLNG.HEIGHT VARIES
105 BATH TILE WOOD TILE /PLYWOODFINISHED
PLYWOODFINISHED
CLNG.HEIGHT VARIES
106 BEDROOM WOOD FLOOR WOOD PLYWOODFINISHED /
WOODPLANKS
PLYWOODFINISHED
CLNG.HEIGHT VARIES
1/4" = 1'-0"
WINDOW LEGEND
1/4" = 1'-0"
DOOR LEGENDMARK DATE DESCRIPTION
Page 30
DN
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
FP-100
FIRE PROTECTION FLOOR
PLAN, SCHEMATIS AND
KEYED NOTES
Page 31
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
P-001
SYMBOL LEGEND AND
PLUMBING GENERAL NOTES
Page 32
DN
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
P-100
PLUMBING SITE PLAN AND
PLUMBING KEYED NOTES
Page 33
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
P-200
PLUMBING WASTE SEWER,
DOMESTIC WATER FLOOR
PLAN, PLUMBING ISOMETRIC
AND KEYED NOTES
Page 34
DN
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
P-300
PLUMBING SOLAR SYSTEM
FLOOR PLAN, SOLAR RISER
DIAGRAM, SOLAR SCHEDULES
AND SCHEMATICS
Page 35
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
P-400
PLUMBING FIXTURE
SCHEDULES AND
SCHEMATICS
Page 36
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
M-001
SYMBOL LEGEND,
MECHANICAL GENERAL
NOTES
Page 37
DN
DN
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
WRIGHT AND DALBIN ARCHITECTS
CONSULTANTS
HKN ENGINEERS - STRUCTURE
EMC ENGINEERS - MPE
EPCC - SCHOOL OF INTERIOR DESIGN
EPCC - SCHOOL OF CULINARY ARTS
2/1
3/2
013 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
M-100
MECHANICAL RADIANT
FLOOR PLAN, MECHANICAL
RADIANT CEILING PLAN AND
KEYED NOTES
Page 38
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
WRIGHT AND DALBIN ARCHITECTS
CONSULTANTS
HKN ENGINEERS - STRUCTURE
EMC ENGINEERS - MPE
EPCC - SCHOOL OF INTERIOR DESIGN
EPCC - SCHOOL OF CULINARY ARTS
2/1
3/2
013 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
[email protected]
MARK DATE DESCRIPTION
NONE: PROJECT ISPUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
M-200
ENLARGED MECHANICAL
ROOM FLOOR PLAN,
ELEVATION, AND KEYED
NOTES
Page 39
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
M-300
MECHANICAL SCHEMATICS
Page 40
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
E-001
SYMBOL LEGEND,
ELECTRICAL GENERAL
NOTES
Page 41
DN
M
E-100
ELECTRICAL SITE PLAN AND
ELECTRICAL POWER
EQUIPMENT ELEVATION
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
Page 42
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
WRIGHT AND DALBIN ARCHITECTS
CONSULTANTS
HKN ENGINEERS - STRUCTURE
EMC ENGINEERS - MPE
EPCC - SCHOOL OF INTERIOR DESIGN
EPCC - SCHOOL OF CULINARY ARTS
2/1
3/2
013 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
E-200
ELECTRICAL LIGHTING
FLOOR PLAN AND
ELECTRICAL LIGHTING
SCHEDULE
Page 43
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
E-300
ELECTRICAL POWER FLOOR
PLAN, APPLIANCE
SCHEDULE, MODULAR
WIRING SYSTEM DIAGRAM
Page 44
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
E-400
ELECTRICAL PANEL
SCHEDULE
Page 45
DN
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
E-401
ELECTRICAL BATTERY
LOCATION FLOOR PLAN
Page 46
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
SHEET TITLE
LOT NUMBER:
DRAWN BY:
CHECKED BY:
COPYRIGHT:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
TEAM NAME:
ADDRESS:
CONTACT:
2/1
3/2
01
3 1
1:3
1:4
7 A
M
TEAM TEXAS
ORANGE COUNTY GREAT PARK
IRVINE, CALIFORNIA
LOT #106
[email protected]
SOLARDECATHLON.UTEP.EDU
MARK DATE DESCRIPTION
NONE: PROJECT IS
PUBLIC DOMAIN
01 10/11/2012 80% DOE/NR DD SUBMISSION
02 11/20/2012 80% DOE/NR DD RE-SUBMISSION
03 02/14/2013 95% DOE/NR CD SUBMISSION
03 04/05/2013 95% DOE/NR RE-SUBMISSION
#106
TEAM TEXAS
CONSULTANTS
E-500
ELECTRICAL THREE-LINE
DIAGRAM
Page 48
106
TEX
DECATHELETE WAY
LOADING AND UNLOADING LANE
104
SU
TEAM CONSTRUCTION AREA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
TEAM CONSTRUCTION AREA
108
VA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
OR
GA
NIZ
ER
UT
ILIT
Y S
PA
CE
TEMPORARY TRANSPORTATION LANE
78'
120'
TEAM CONSTRUCTION AREAT
EA
M C
ON
ST
RU
CT
ION
AR
EA
106
TEX
DECATHELETE WAY
104
SU
TEAM CONSTRUCTION AREA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
TEAM CONSTRUCTION AREA
108
VA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
OR
GA
NIZ
ER
UT
ILIT
Y S
PA
CE
LOADING AND UNLOADING LANE
TEMPORARY TRANSPORTATION LANE
78'
120'
TEAM CONSTRUCTION AREA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
106
TEX
DECATHELETE WAY
104
SU
TEAM CONSTRUCTION AREA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
TEAM CONSTRUCTION AREA
108
VA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
OR
GA
NIZ
ER
UT
ILIT
Y S
PA
CE
LOADING AND UNLOADING LANE
TEMPORARY TRANSPORTATION LANE
78'
120'
TEAM CONSTRUCTION AREA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
106
TEX
DECATHELETE WAY
104
SU
TEAM CONSTRUCTION AREA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
TEAM CONSTRUCTION AREA
108
VA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
OR
GA
NIZ
ER
UT
ILIT
Y S
PA
CE
LOADING AND UNLOADING LANE
TEMPORARY TRANSPORTATION LANE
78'
120'
TEAM CONSTRUCTION AREA
TE
AM
CO
NS
TR
UC
TIO
N A
RE
A
O-104
MODULE ARRIVAL/
DEPARTURE SEQUENCE
DESCRIPTIONDATEMARK
[email protected]
ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA
LOT #106
TEAM TEXAS
106
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
CONTACT:
ADDRESS:
TEAM NAME:
CLIENT
U.S. DEPARTMENT OF ENERGY
SOLAR DECATHLON 2013
WWW.SOLARDECATHLON.GOV
DRAWN BY:
LOT NUMBER:
COPYRIGHT:
CHECKED BY:
SHEET TITLE
\Users\juangonzalez\UTEP School Work\Solar Decathlon 2013\Structural\drawingsfiles\SD_FP1-SD11_logo_PMS_horizV1-01-637344.jpg
TEAM TEXAS
MODULE ARRIVAL/ DEPARTURE PLAN
SCALE 1:500
1. THIS PLAN IS SET FOR
THE CRANE USE ON
LOADING THE
MECHANICAL ROOM
AND MAIN MODULE.
2. PEDESTRIAN
BARRICADES SHALL
COVER THE GAUR LOT
106 FROM
DECATHLETE WAY,
THEORGANIZER/UTILITY
AREA AND LOT 104.
GENERAL SHEET NOTES
PEDESTRIAN BARRACADE
LEGEND
MODULE AND MECHANICALPLAN AREA
F:\Arrival Departure Sequences\LOGO.PNG
SHEET KEYNOTES
1. MODULE BLOCK.
2. FOUNDATION FRAME
BLOCK.
3. CRANE BLOCK SET TO
FIT AN 80 TON
HYDRAULIC CRANE
RTC-780
4. LOW-BOY TRUCKS
DELIVERING MODULES.
N
ONE-WAY DIRECTION
1.2.
3.
MODULE ASSEMBLY SEQUENCE:1. CLEAR SITE OF ANY EQUIPMENT, MATERIAL, OR PERSONAL NOT PART OF MODULE ASSEMBLY
PHASE.
2. SET UP CRANE GIVEN CRANE OPERATION SPACE BETWEEN TRUCK AND FOUNDATION FRAME
3. TRUCKS COORDINATE WITH CRANE TO SET UP MODULES.
4. ONLY CRANE COMPANY CERTIFIED RIGGERS AND OPERATOR SHALL UNLOAD THE MODULES.
5. THE BEDROOM AND BATHROOM MODULES ARE EXPECTED TO BE SET UP ON SEPTEMBER 23,
2013.
6. THE KITCHEN AND LIVING ROOM MODULES ARE EXPECTED TO BE SET UP ON SEPTEMBER 24,
2013.
BEDROOM MODULE SETUP SCHEME.
CRANE IS SET WITHIN WORKSPACE BETWEEN TRUCKAND FRAME.
BATHROOM MODULE SETUP SCHEME.
CRANE IS SET WITHIN WORKSPACE BETWEEN TRUCK
AND FRAME. CRANE MAY NEED TO RESET.
KITCHEN MODULE SETUP SCHEME.
CRANE IS SET WITHIN WORKSPACE BETWEEN TRUCK
AND FRAME. CRANE MAY NEED TO RESET.
LIVING ROOM MODULE SETUP SCHEME.
CRANE IS SET WITHIN WORKSPACE BETWEEN TRUCK
AND FRAME. CRANE MAY NEED TO RESET.
4.
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
T
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
T