SOLAR DECATHLON 2013The University of Texas at El Paso and El Paso Community College Solar Decathlon...

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U.S. DEPARTMENT OF ENERGY

SOLAR DECATHLON 2013

WWW.SOLARDECATHLON.GOV

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NONE: PROJECT ISPUBLIC DOMAIN

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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

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TABLE OF CONTENTS

#106

AUTHOR

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TEAM TEXAS

ORANGE COUNTY GREAT PARKIRVINE, CALIFORNIA

LOT #106

[email protected]

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TABLE OF CONTENTS

#106

AUTHOR

CHECKER

TEAM TEXAS


LOT #106

[email protected]

TEAM TEXAS

UNIVERSITY OF TEXAS AT EL PASO &THE COMMUNITY COLLEGE

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N 2

013

MARK DATE DESCRIPTIONMARK DATE DESCRIPTION

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

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G-101

EGRESS PLAN

#106

Author

Checker

TEAM TEXAS


LOT #106

[email protected]

1/4" = 1'-0"A2EGRESS PLAN

MARK DATE DESCRIPTION

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.

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G-102

ADA TOUR ROUTE

COMPLIANCE PLAN

#106

Author

Checker

TEAM TEXAS


LOT #106

[email protected]

1/4" = 1'-0"A3ACCESSIBLE ROUTE PLAN


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

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8'-0"

16'-0"

12'-0" 8'-0" 28'-0" 15'-0"

1" SQUARE TUBINGWITH 2" SPACINGPRIVACY SCREEN TOEXTEND TOUNDERSIDE OF PORCH


LANDING


RAMP WITH 1:12 SLOPE

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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C-103

SITE UTILITY PLAN

#106

AUTHOR

CHECKER

TEAM TEXAS


LOT #106

[email protected]

1/8" = 1'-0"B4CIVIL SITE PLAN


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

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ILIT

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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

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L-101

LANDSCAPE AND

PLANTING SITE PLAN

#106

Author

CHECKER

TEAM TEXAS


LOT #106

[email protected]

1/8" = 1'-0"B1LANDSCAPING PLAN

1/4" = 1'-0"B5LANDSCAPE LEGEND

1/4" = 1'-0"A1PLANTER LEGEND


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


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

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L-102

LANDSCAPE

IRRIGATION AND

GREYWATER PLAN

#106

Author

CHECKER

TEAM TEXAS


LOT #106

[email protected]

3/16" = 1'-0"A1IRRIGATION


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

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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

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3

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2

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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

C

D

E

SHEET TITLE

LOT NUMBER:

DRAWN BY:

CHECKED BY:

COPYRIGHT:

CLIENT




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.


.





4/5

/2013 1

2:0

5:1

2 P

M

L- 103

LANDSCAPE

IRRIGATION NOTES

AND DETAILS

#106

Author

Checker

TEAM TEXAS


LOT #106

[email protected]

1/16" = 1'-0"1LANDSCAPE IRRIGATION NOTES AND DETAILS


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

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




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


NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

S-101

STRUCTURAL FOUNDATION

PLAN

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]


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




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

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:

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TEAM NAME:

ADDRESS:

CONTACT:


CONSULTANTS


EMC ENGINEERS - MPE



2/1

3/2

013 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

S-301

BUILDING SECTION

3/4" AB PLYWOODWITH BIRCH VENEER

POLYISOCYANURATERIGID INSULATION

1x'S RUNNERS

CORRUGATED METALPANEL


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"


R-13 BATT INSULATION

6" WOOD STUD@ 16" O.C.

2X6 WOOD STUDS@ 16" 0.C.

5 1/2"

WOOD STUD INTERIOR WALLSE


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:

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.

.

.


.





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


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


1 Date 1 Revision 1

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


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




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.

NONE: PROJECT IS

PUBLIC DOMAIN

.





4/5

/2013 1

2:0

2:0

8 P

M

A-101

ARCHITECTURAL SITE

PLAN

#106

TEAM TEXAS

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]


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.


1/2" = 1'-0"B2DETAIL EXTENSION

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




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.


.





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


LOT #106

[email protected]

1/4" = 1'-0"A1FIRST FLOOR

0 2' 4' 8'


1 Date 1 Revision 1

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




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.


.





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


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.


1 Date 1 Revision 1

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"


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




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.

NONE: PROJECT IS

PUBLIC DOMAIN

.





4/5

/2013 1

2:0

2:3

2 P

M

A-211

ELEVATIONS

#106

AUTHOR

CHECKER

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]


1/4" = 1'-0"D2EAST

3/16" = 1'-0"B2NORTH


FIRST FLOOR3'-0"

CEILING11'-6"


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"


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




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.

NONE: PROJECT IS

PUBLIC DOMAIN

.





4/5

/2013 1

2:0

2:4

4 P

M

A-212

ELEVATIONS

#106

AUTHOR

CHECKER

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]


1/4" = 1'-0"D2SOUTH

1/4" = 1'-0"B2WEST MARK DATE DESCRIPTION

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:

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TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.


.





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


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


1 Date 1 Revision 1

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




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.


.





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


LOT #106

[email protected]

1/4" = 1'-0"C3BUILDING SECTION


1 Date 1 Revision 1

FIRST FLOOR3'-0"

GRADE LEVEL0"

C3

A-301

A-312

B3

A-312

B5

A-312

B6

FIRST FLOOR3'-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




TEAM NAME:

ADDRESS:

CONTACT:

.

CONSULTANTS

.

.

.

NONE: PROJECT IS

PUBLIC DOMAIN

.





4/5

/2013 1

2:0

2:5

7 P

M

A-302

BUILDING SECTIONS

#106

AUTHOR

CHECKER

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]


3/8" = 1'-0"C4BUILDING SECTION - CENTER

3/8" = 1'-0"A4BUILDING SECTION - ENTRETAINMENT


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


1/2" OSB BOARD

1/2" OSB BOARDSOVER 2X'5 RUNNERS

SIP PANELS AS PERSTRUCTURAL DRAWINGS

FOOTING AS PERSTRUCTURALDRAWINGS



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


3/4" AB PLYWOODW/BIRCH VENEER

1/2" OSB BOARD

1/2" OSB BOARDS OVER2X'5 RUNNERS


FOOTINGS AS PERSTRUCTURAL DRAWINGS

CORRUGATED PANELSOVER WEATHERBARRIER

GALVANIZED METALFLASHING, 26 GA.

FIRST FLOOR3'-0"

GRADE LEVEL0"


SIP PANEL AS PERSTRUCTURAL WALL

MCNICHOLS QUALITYPERFORATED18 GAUGE PLAIN STEEL

8X2 RECTANGULARTUBING

CORRUGATED METALPANEL WITH 1" AIR GAP


1/2" OSB BOARD

2X'5 RUNNERS


FOOTING AS PERSTRUCTURALDRAWING

3/4" AB PLYWOODW/BIRCH VENEER OVER2X'5 RUNNERS

3/4 PLYWOODW/BIRCH VENEER

1'X2' CORTENSTEEL PANELS


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



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", 11 GA.SQ. COLUMN








(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

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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


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


1 Date 1 Revision 1

3/8" = 1'-0"A1PRIVACY SCREEN DETAILS

FIRST FLOOR3'-0"

CEILING11'-6"

GRADE LEVEL0"


3/4" AB PLYWOODWITH BIRCH VENEEROVER 2X'S RUNNERS


CORRUGATED METALPANELS WITH 1"AIR GAP


1/2" OSB BOARD

1/2" OSB BOARD OVER2X'5 RUNNERS


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


2X6 WOODSTUDS @ 16"0.C.

FIRST FLOOR3'-0"

CEILING11'-6"

GRADE LEVEL0"

CORRUGATED METALPANELS OVERWEATHER BARRIER


3/4 AB PLYWOODWITH BIRCH VENEEROVER 2X'5 RUNNERS

CORTEEN STEELPANELS

3/4 AB PLYWOODWITH BIRCHVEENER

2X6 JOISTS AS PERSTRUCTURAL

DRAWINGS


3/4 AB PLYWOODWITH BIRCHVENEER

1/2" OSB BOARD

1/2" OSB BOARDOVER 2X'5 RUNNERS


2X6 WD. STUDS @16" O.C.

COMPOSITEWOODDECKING

2X10 JOISTS

WEATHER BARRIER

FIRST FLOOR3'-0"

CEILING11'-6"

GRADE LEVEL0"

CORRUGATEDMETAL ROOFING


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


FOOTING AS PERSTRUCTURAL DRAWINGS

1" AIR GAP

1"X1" METAL ANGLE ONEACH SIDE

PERFORATEDMETAL PANELS


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

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4/5

/2013 1

2:0

3:0

7 P

M

A-312

WALL SECTIONS

#106

TEAM TEXAS

CONSULTANTS

TEAM TEXAS


LOT #106

[email protected]

3/4" = 1'-0"B6WALL SECTION 1





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.


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


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


CORTEN METALPANEL

WITH 1" SQUARETUBING


3/4" ABPLYWOOD

5 1/2" SIPPANELS ASPER STRUCTURALDRAWINGS

1" AIR GAP

WEATHER BARRIER

2X2 GALVANIZEDMETAL ANGLE,

12 GA.

1/2" OSBSHEATHING


DOUBLE PANE,ALUMINUM WINDOW.

WEATHER BARRIER

1" AIR GAP

3/4" PLYWOOD

3/4" PLYWOOD



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


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:

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.

.

.


.





4/5

/2013 1

2:0

3:1

2 P

M

A-531

WINDOW DETAILS

#106

Author

Checker

TEAM TEXAS


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


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:

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.

.

.


.





4/5

/2013 1

2:0

3:1

6 P

M

A-532

DOOR DETAILS

#106

Author

Checker

TEAM TEXAS


LOT #106

[email protected]


3" = 1'-0"D6DOOR HEAD DETAIL

3" = 1'-0"C6DOOR JAMB DETAIL

3" = 1'-0"B6SILL DETAIL

6'-8"

3'-0"

6'-8"

1'-6"

2'-0"

4'-8"

6'-8"

6'-8"

A B C

DOUBLE PANEALUMINUM FRAME

FIXED


FIXED


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


104BLAUNDRY


104ASTORAGE


101A101B

LIVING ROOMDOUBLE PANE

FOLDING DOORALUMINUM FRAME

106BBEDROOM

DOUBLE PANEFOLDING DOOR

ALUMINUM FRAME

EQ EQ

4'-0"

6'-8"

106CCLOSET


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:

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CONSULTANTS

.

.

.


.





4/5

/2013 1

2:0

3:2

1 P

M

A-601

SCHEDULES

#106

AUTHOR

CHECKER

TEAM TEXAS


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

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:

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TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]


FP-100

FIRE PROTECTION FLOOR

PLAN, SCHEMATIS AND

KEYED NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

P-001

SYMBOL LEGEND AND

PLUMBING GENERAL NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

P-100

PLUMBING SITE PLAN AND

PLUMBING KEYED NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

P-200

PLUMBING WASTE SEWER,

DOMESTIC WATER FLOOR

PLAN, PLUMBING ISOMETRIC

AND KEYED NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

P-300

PLUMBING SOLAR SYSTEM

FLOOR PLAN, SOLAR RISER

DIAGRAM, SOLAR SCHEDULES

AND SCHEMATICS

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

P-400

PLUMBING FIXTURE

SCHEDULES AND

SCHEMATICS

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

M-001

SYMBOL LEGEND,

MECHANICAL GENERAL

NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:


CONSULTANTS


EMC ENGINEERS - MPE



2/1

3/2

013 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

M-100

MECHANICAL RADIANT

FLOOR PLAN, MECHANICAL

RADIANT CEILING PLAN AND

KEYED NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:


CONSULTANTS


EMC ENGINEERS - MPE



2/1

3/2

013 1

1:3

1:4

7 A

M

TEAM TEXAS


LOT #106

[email protected]







#106

TEAM TEXAS

CONSULTANTS

M-200

ENLARGED MECHANICAL

ROOM FLOOR PLAN,

ELEVATION, AND KEYED

NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

M-300

MECHANICAL SCHEMATICS

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

E-001

SYMBOL LEGEND,

ELECTRICAL GENERAL

NOTES

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

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




TEAM NAME:

ADDRESS:

CONTACT:


CONSULTANTS


EMC ENGINEERS - MPE



2/1

3/2

013 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

E-200

ELECTRICAL LIGHTING

FLOOR PLAN AND

ELECTRICAL LIGHTING

SCHEDULE

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

E-300

ELECTRICAL POWER FLOOR

PLAN, APPLIANCE

SCHEDULE, MODULAR

WIRING SYSTEM DIAGRAM

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

E-400

ELECTRICAL PANEL

SCHEDULE

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

E-401

ELECTRICAL BATTERY

LOCATION FLOOR PLAN

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




TEAM NAME:

ADDRESS:

CONTACT:

2/1

3/2

01

3 1

1:3

1:4

7 A

M

TEAM TEXAS


IRVINE, CALIFORNIA

LOT #106

[email protected]



NONE: PROJECT IS

PUBLIC DOMAIN





#106

TEAM TEXAS

CONSULTANTS

E-500

ELECTRICAL THREE-LINE

DIAGRAM

106

TEX

DECATHELETE WAY

LOADING AND UNLOADING LANE

104

SU

TEAM CONSTRUCTION AREA

TE

AM

CO

NS

TR

UC

TIO

N A

RE

A


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


TE

AM

CO

NS

TR

UC

TIO

N A

RE

A


108

VA

TE

AM

CO

NS

TR

UC

TIO

N A

RE

A

OR

GA

NIZ

ER

UT

ILIT

Y S

PA

CE



78'

120'


TE

AM

CO

NS

TR

UC

TIO

N A

RE

A

106

TEX

DECATHELETE WAY

104

SU


TE

AM

CO

NS

TR

UC

TIO

N A

RE

A


108

VA

TE

AM

CO

NS

TR

UC

TIO

N A

RE

A

OR

GA

NIZ

ER

UT

ILIT

Y S

PA

CE



78'

120'


TE

AM

CO

NS

TR

UC

TIO

N A

RE

A

106

TEX

DECATHELETE WAY

104

SU


TE

AM

CO

NS

TR

UC

TIO

N A

RE

A


108

VA

TE

AM

CO

NS

TR

UC

TIO

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78'

120'


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O-104

MODULE ARRIVAL/

DEPARTURE SEQUENCE

DESCRIPTIONDATEMARK

[email protected]


LOT #106

TEAM TEXAS

106

1 2 3 4 5 6 7

A

B

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1 2 3 4 5 6 7

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CONTACT:

ADDRESS:

TEAM NAME:

CLIENT




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.



LIVING ROOM MODULE SETUP SCHEME.



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SOLAR DECATHLON 2013The University of Texas at El Paso and El Paso Community College Solar Decathlon...

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Transcript of SOLAR DECATHLON 2013The University of Texas at El Paso and El Paso Community College Solar Decathlon...