Scale Date Drawn Job ARCH - CONST - DEVELOP 500 OAKSHIRE PLACE ALAMO, CA 94507 925 - 322 - 1422 SHEET NO. 6/11/2020 8:51:37 AM A0.0 COVERSHEET 1220 DRURY ROAD 12/4/2019 CP 1220 BERKELEY, CA NEW CUSTOM RESIDENCE: 1220 DRURY, BERKELEY CA FEBRUARY 5, 2019 Room Schedule Name Area Number GARAGE 514 SF 1 ENTRY 977 SF 2 MAIN LEVEL 2180 SF 3 BED LEVEL 1268 SF 4 TOTAL SF LIVING AREA: 4425 APN: 048H - 7613 - 005 LOT: 11 LOT AREA: 17946+/ - SF NUMBER OF STORIES: 3 BUILDING HEIGHT: 36' - 0" MAX AT BACK OF GARAGE BUILDING SETBACKS SIDE YARD = 8' - 2" (10% OF LOT WIDTH) FRONT YARD = 5' - 0" REAR YARD = NA 4 PARKING SPACES (2 GARAGE) ZONING TYPE: R - 30/RH - 4 RESIDENTIAL CONSTRUCTION CLASS: V FIRE SPRINKLER SYSTEM: YES # Pound OR Number & And @ At ACT Acoustic Ceiling Tile AD Area Drain AFF Above Finished Floor ALUM Aluminum ANOD Anodized BSMT Basement BYND Beyond BOT Bottom CIP Cast In Place CHNL Channel CJ Control Joint CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column COMPR Compressible CONC Concrete CONT Continuous CPT Carpet CT Ceramic Tile CTYD Courtyard DBL Double DEMO Demolish or Demolition DIA Diameter DIM Dimension DIMS Dimensions DN Down DR Door DWG Drawing EA Each EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator or Elevation EPDM Ethylene Propylene Diene M - Class (Roofing) EQ Equal EXIST Existing EXP JT Expansion Joint EXT Exterior FD Floor Drain or Fire Department FEC Fire Extinguisher Cabinet FIXT Fixture FLR Floor FM Filled Metal FO Face Of FND Foundation GA Gauge GALV Galvanized GWB Gypsum Wall Board HC Hollow Core HI High HM Hollow Metal HP High Point HR Hour HVAC Heating, Ventilating, And Air Conditioning IRGWB Impact Resistant Gypsum Wall Board ILO In Lieu Of INSUL Insulated or Insulation INT Interior LO Low MAX Maximum MO Masonry Opening MECH Mechanical MEMBR Membrane MIN Minimum MRGW Moisture - Resistant Gyp Wall Board MTL Metal NIC Not In Contract NO Number NOM Nominal OC On Center OH Opposite Hand OZ Ounce PCC Pre - Cast Concrete PLUMB Plumbing PLYD Plywood PT Pressure Treated PNT Paint or Painted PVC Polyvinyl Chloride RBR Rubber RCP Reflected Ceiling Plan RD Roof Drain REQD Required RM Room SIM Similar SPEC Specified OR Specification SPK Sprinkler or Speaker SSTL Stainless Steel STC Sound Transmission Coefficient STL Steel STRUC Structure or Structural T&G Tongue And Groove TELE Telephone TLT Toilet TO Top Of TOC Top Of Concrete TOS Top Of Steel TPD Toilet Paper Dispenser T/D Telephone/Data TYP Typical UNO Unless Noted Otherwise U/S Underside VIF Verify In Field VP Vision Panel W/ With WD Wood PROJECT INFORMATION PROJECT DIRECTORY OWNER EDWARD R. & ROUAIDA A. PATMONT TRUST, DATED 9/26/2002 500 OAKSHIRE PLACE ALAMO, CA 94597 ARCHITECHT HILLSIDE HOMES GROUP, INC. 500 OAKSHIRE PLACE ALAMO, CA 94597 STRUCTURAL ENGINEER BLAISE ENGINEERING & CONSULTING, INC. 3130 BALFORD ROAD, STE. #225 BRENTWOOD, CA 94513 925 - 550 - 3653 CIVIL ENGINEER DYLAN GONSALVES, PE, PLS DMG ENGINEERING, INC. CIVIL ENGINEERS & LAND SURVEYORS 925 - 787 - 0463 GEOTECHNICAL ENGINEER BILL LANGBEHN LANGBEHN GEOTECHNICAL GRP. 1034 RICHMOND ST. EL CERRITO, CA 94530 TITLE - 24 ENERGY CONSULTANT SWEET SUSTAINABLE SOLUTIONS 1721 BROADWAY #201 OAKLAND, CA 94612 ABBREVIATIONS SYMBOLS VICINITY MAP GENERAL NOTES 1. CONTRACTOR TO VERIFY CONDITIONS AND DIMENSIONS AT THE SITE, BRING ANY INCONSISTENCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH WORK. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS. 3. ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISE NOTED. 4. COORDINATE EXACT LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS WITH ARCHITECT IN FIELD. 5. COORDINATE EXACT LOCATION OF MECHANICAL EQUIPMENT, DUCTS, GRILLES, REGISTERS, FLUES AND VENTS WITH ARCHITECTURAL DRAWINGS. 6. INSTALL ALL MATERIALS, EQUIPMENT, AND FIXTURES IN CONFORMATION WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE MANUFACTURER. 7. PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR: LIGHT FIXTURES, ELECTRICAL UNITS, PLUMBING FIXTURES, BATHROOM ACCESSORIES, HEATING EQUIPMENT, CASEWORK, ANDALL OTHER ITEMS REQUIRING SUPPORT. 8. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING ON - SITE UTILITIES DURING CONSTRUCTION. 9. ANY QUESTIONS REGARDING THE INTENT RELATED TO THE LAYOUT OF THE NEW WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK. 10. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH TO THE ADOPTED EDITION OF THE UBC, CBC, NFPA STANDARD 13R, AND ALL OTHER BUILDING CODES CURRENTLY ENFORCED BY LOCAL AUTHORITIES. 11. ALL LIGHT FIXTURES IN THE TUB AND SHOWER TO BE LABELED SUITABLE FOR DAMP LOCATIONS. Sheet List Sheet Name Sheet Number Sheet Issue Date COVERSHEET A0.0 02/12/19 ENTRY LEVEL A1.1 02/12/19 MAIN LEVEL A1.2 02/12/19 BEDROOM LEVEL A1.3 02/12/19 ROOF PLAN A1.4 02/12/19 NORTH & SOUTH ELEVATION A2.0 02/12/19 EAST & WEST ELEVATION A2.1 02/12/19 BUILDING SECTION A3.0 02/12/19 ARCHITECTUAL DETAILS A4.0 02/12/19 CABINET PLAN - KITCH A4.1 01/13/20 CABINET PLAN - BATH & LAUNDRY A4.2 01/13/20 CURB/WALL AT STREET A5.2 03/08/19 STAIR AT STREET A5.3 03/15/19 DRAINAGE & EROSION CONTROL PLAN C1.1 02/12/19 GRADING PLAN C1.2 02/27/19 Survey Points C1.3 06/19/19 ELECTRIC PLAN - ENTRY LEVEL E1.1 01/09/20 ELECTRIC PLAN - MAIN LEVEL E1.2 01/09/20 ELECTRIC PLAN - BEDROOM LEVEL E1.3 01/09/20 PLANTING & IRRIGATION PLAN L1.1 02/12/19 UPPER WALL TIE BACK S2.2 09/27/19 HSS COLUMN DETAIL S2.3 10/25/19 I-BEAM DETAIL S2.4 10/28/19 W12X50 BEAM S2.5 12/04/19 HSS COLUMNS S2.6 12/04/19 ASSESORS PARCEL MAP RENDERING AT FRONT Revision Schedule Revisio n Number Revision Description Revision Date BUILDING FOOTPRINT: 2360 SF GRADING CALCULATION: CUT = 160CY FILL = 135CY OFFHAUL = 25 CY
13
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NEW CUSTOM RESIDENCE: 1220 DRURY, BERKELEY CA … · 2020. 6. 15. · 1220 drury road 12/4/2019 cp 1220 berkeley, ca new custom residence: 1220 drury, berkeley ca february 5, 2019
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Transcript
Scale
Date
Drawn
Job
ARCH - CONST - DEVELOP
500 OAKSHIRE PLACEALAMO, CA 94507
925-322-1422
SHEET NO.
6/11/2020 8:51:37 AM
A0.0COVERSHEET
1220 DRURY ROAD12/4/2019
CP
1220
BERKELEY, CA
NEW CUSTOM RESIDENCE: 1220 DRURY, BERKELEY CA
FEBRUARY 5, 2019
Room Schedule
Name Area Number
GARAGE 514 SF 1
ENTRY 977 SF 2
MAINLEVEL
2180 SF 3
BEDLEVEL
1268 SF 4
TOTAL SF LIVING AREA: 4425
APN: 048H-7613-005
LOT: 11
LOT AREA: 17946+/- SF
NUMBER OF STORIES: 3
BUILDING HEIGHT: 36' - 0" MAXAT BACK OF GARAGE
BUILDING SETBACKSSIDE YARD = 8' - 2" (10% OFLOT WIDTH)FRONT YARD = 5' - 0"REAR YARD = NA
4 PARKING SPACES (2 GARAGE)
ZONING TYPE: R-30/RH-4 RESIDENTIAL CONSTRUCTION CLASS: V
FIRE SPRINKLER SYSTEM: YES
# Pound OR Number& And@ AtACT Acoustic Ceiling TileAD Area DrainAFF Above Finished FloorALUM AluminumANOD AnodizedBSMT BasementBYND BeyondBOT BottomCIP Cast In PlaceCHNL ChannelCJ Control JointCLG CeilingCLR ClearCMU Concrete Masonry UnitCOL ColumnCOMPRCompressibleCONC ConcreteCONT ContinuousCPT CarpetCT Ceramic TileCTYD CourtyardDBL DoubleDEMO Demolish or DemolitionDIA DiameterDIM DimensionDIMS DimensionsDN DownDR DoorDWG DrawingEA EachEJ Expansion JointEL ElevationELEC ElectricalELEV Elevator or ElevationEPDM Ethylene Propylene Diene M-Class (Roofing)EQ EqualEXIST ExistingEXP JT Expansion JointEXT ExteriorFD Floor Drain or Fire DepartmentFEC Fire Extinguisher CabinetFIXT FixtureFLR FloorFM Filled MetalFO Face OfFND FoundationGA GaugeGALV GalvanizedGWB Gypsum Wall BoardHC Hollow CoreHI High
HM Hollow MetalHP High PointHR HourHVAC Heating, Ventilating, And Air ConditioningIRGWB Impact Resistant Gypsum Wall BoardILO In Lieu OfINSUL Insulated or InsulationINT InteriorLO LowMAX MaximumMO Masonry OpeningMECH MechanicalMEMBRMembraneMIN MinimumMRGW Moisture-Resistant Gyp Wall BoardMTL MetalNIC Not In ContractNO NumberNOM NominalOC On CenterOH Opposite HandOZ OuncePCC Pre-Cast ConcretePLUMB PlumbingPLYD PlywoodPT Pressure TreatedPNT Paint or PaintedPVC Polyvinyl ChlorideRBR RubberRCP Reflected Ceiling PlanRD Roof DrainREQD RequiredRM RoomSIM SimilarSPEC Specified OR SpecificationSPK Sprinkler or SpeakerSSTL Stainless SteelSTC Sound Transmission CoefficientSTL SteelSTRUC Structure or StructuralT&G Tongue And GrooveTELE TelephoneTLT ToiletTO Top OfTOC Top Of ConcreteTOS Top Of SteelTPD Toilet Paper DispenserT/D Telephone/DataTYP TypicalUNO Unless Noted OtherwiseU/S UndersideVIF Verify In FieldVP Vision PanelW/ WithWD Wood
PROJECT INFORMATION
PROJECT DIRECTORY
OWNEREDWARD R. & ROUAIDA A. PATMONTTRUST, DATED 9/26/2002500 OAKSHIRE PLACEALAMO, CA 94597
ARCHITECHTHILLSIDE HOMES GROUP, INC.500 OAKSHIRE PLACEALAMO, CA 94597
TITLE-24 ENERGY CONSULTANTSWEET SUSTAINABLE SOLUTIONS1721 BROADWAY #201OAKLAND, CA 94612
ABBREVIATIONS
SYMBOLS
VICINITY MAP
GENERAL NOTES
1. CONTRACTOR TO VERIFY CONDITIONS AND DIMENSIONS AT THE SITE, BRING ANY INCONSISTENCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH WORK.
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS.
3. ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISE NOTED.
4. COORDINATE EXACT LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS WITH ARCHITECT IN FIELD.
5. COORDINATE EXACT LOCATION OF MECHANICAL EQUIPMENT, DUCTS, GRILLES, REGISTERS, FLUES AND VENTS WITH ARCHITECTURAL DRAWINGS.
6. INSTALL ALL MATERIALS, EQUIPMENT, AND FIXTURES IN CONFORMATION WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE MANUFACTURER.
7. PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR: LIGHT FIXTURES, ELECTRICAL UNITS, PLUMBING FIXTURES, BATHROOM ACCESSORIES, HEATING EQUIPMENT, CASEWORK, ANDALL OTHER ITEMS REQUIRING SUPPORT.
8. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING ON-SITE UTILITIES DURING CONSTRUCTION.
9. ANY QUESTIONS REGARDING THE INTENT RELATED TO THE LAYOUT OF THE NEW WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK.
10. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH TO THE ADOPTED EDITION OF THE UBC, CBC, NFPA STANDARD 13R, AND ALL OTHER BUILDING CODES CURRENTLY ENFORCED BY LOCAL AUTHORITIES.
11. ALL LIGHT FIXTURES IN THE TUB AND SHOWER TO BE LABELED SUITABLE FOR DAMP LOCATIONS.
DESIGNER'S STATEMENTTHIS PLOT PLAN CORRECTLY REPRESENTS A PLOT PLAN MADE BY ME OR UNDER MY DIRECTION.
I HEREBY STATE THAT TO THE BEST OF MY KNOWLEDGE ALL PROVISIONS OF APPLICABLE STATE LAWS AND LOCAL ORDINACES HAVE BEEN COMPILES WITH.
I HEREBY FURTHER STATE THAT ALL PROPOSED GRADES, ELEVATIONS, AND CONTOURS DELINEATED UPON THIS PLOT [SITE] PLAN ARE BASED UPON A SURVEY BY DMG ENGINEERING DATED 12/14/2010 THAT WAS INDICATED THEREON BY THE SURVEYOR THEREOF AS BEING BASED UPON CITY OF OAKLAND DATUM. SURVEY UPDATED ON 12/19/2017
I HEREBY FURTHER STATE THAT ALL PROPOSED GRADES, ELEVATIONS, AND CONTOURS DELINEATED UPON THIS PLOT PLAN ARE BASED UPON A BOUNDARY SURVEY BY DMG ENGINEERING DATED 12/19/2017 & A TOPOGRAPHIC SURVEY BY DMG ENGINEERING DTD 12/19/2017 THAT WERE INDICATED THEREON BY THE SURVEYORS THEREOF AS BEING BASED UPON CITY OF OAKLAND DATUM.
BASIS OF STATEMENT
LOT AREA: 17946 +/- SF
APN: LOT 11: 048H-7613-005
APPLICANT:ALL THAT REAL PROPERTY LOCATED IN THECITY OF OAKLAND, COUNTY OF ALAMEDA, STATEOF CALIFORNIA DESCRIBED AS FOLLOWS:
LOT 114A, EXCEPTING THEREFROM THE WESTERLYTHREE FEET SIX INCHES MEASURED AT RIGHT ANGLESTO THE WESTERN LINE OF SAID LOT 114A. AS SAID LOTSARE SHOWN ON THE MAP OF 'RESUBDIVISION OF CLAREMONT HEIGHTS, SUBDIVISION NO. 1" WHICH MAPWAS FILED FOR RECORD ON FEBRUARY 12, 1925, INBOOK 4 OF MAPS, AT PAGE 62, ALAMEDA COUNTY RECORDER'S OFFICE.
A2.1
2 West Elevation
A2.02
South
Ele
vatio
n
A2.1
1East Elevation
A2.0 1
No
rth E
levatio
n
DR
UR
Y R
OA
D
CANTILEVEREDMAIN DECK
DRIVEWAY
MA
XIM
UM
DR
IVE
WA
Y W
IDT
H
19' - 6
"
SETBACK
5'-0".
T.O ROOF
T.O ROOFGARDEN/DECK
T.OMAINDECK
SU
NS
HA
DE
SU
NS
HA
DE
SU
NS
HA
DE
SU
NS
HA
DE
D.SD.S
D.SD.S
GAS METER
ELEC.METER
NEW CONC. STAIR ON GRADE
TEMPPOWERPOLE
BBQ DECK
SLOPE
PROPOSED NEW RESIDENCEENTRY LEVEL: 1072'-0"MAIN LEVEL: 1060'-0"BED LEVEL: 1050'-0"
NE
W C
UR
B
SEWER LATERAL
EL: 1
072'-3
"
EL: 1070'-6"
EL: 1072'-0"
EL: 1
071'-0
"
EL: 1
071'-6
"
EL: 1
072'-0
"
EL: 1070'-9"
EL: 1
071'-9
"
EL: 1
071'-3
"
EL: 1071'-6"
GA
S
TIE
IN
CA
BLE
ELE
CTR
IC
NEW LANDSCAPING
1082' - 0"
SEWERTIE-IN ATEL. 1080.5
WATERMETER
D.S
D.S
20' PERF PIPEAT DISAPATIONSTATION
20' PERF PIPEAT DISAPATIONSTATION
4" SOLID DRAIN PIPE
4" SOLID DRAIN PIPE
2
C1.1
Sim
2
C1.1
Sim
LANDINGEXISTING OAK TREE
(REMAINS)
EXISTING OAK TREE(REMAINS)
EXISTING PINE TREE(REMAINS)
EXISTING PINE TREE(REMAINS)
EXISTING PINE TREE(REMAINS)
EXISTING PINE TREE(REMAINS)
EXISTING OAK TREE(REMAINS)
EXISTING PINE TREE(REMAINS)
REMOVE SCATTERED3" - 6" PEPPER TREES
(EXISTING)
REMOVE9" PINE
EDWARD PATMONT500 OAKSHIRE PLALAMO, CA 94507
1
2
3
4 5
SE
TB
AC
K
8' - 2
"
T.O WALL:1072'
B.O WALL:1067'
SE
TB
AC
K
8' - 2
"
T.O WALL:1072'
B.O WALL:1069'
BC
A
E
D
1
2
3
SEE LANDSCAPIING PLAN FORALL PLANTING AND SCREENING
PER PLANNING CODE/DESIGN REVIEW
18' - 6"
PLANTER
SITE WALLASPHALT
CURB
SCALE
DATE
DRAWN
JOB
ARCHITECT - BULDER -
DEVELOPER
500 OAKSHIRE PL.ALAMO, CA 94596
925-322-1422
1/8" = 1'-0"
6/11/2020 8:51:39 AM
A1.0
SIT
E P
LA
N
12/4/2019
CP
1220
1/8" = 1'-0"1
Site
DR
UR
Y R
OA
D
(50' R
/W)
Revis
ion
Sch
ed
ule
Revis
ion
Nu
mb
er
Revis
ion
Descri
pti
on
Revis
ion
Date
1D
esig
n R
evie
w C
om
me
nts
18
/21/2
01
8
DN
DN
GARAGE
ENTRY
A2.1 2
We
st E
levatio
n
-
---
DRIVEWAY
STREET: DRURY ROAD
SETBACK
8' - 2"
A2.0
2 South Elevation
A2.11
Ea
st E
levatio
n
RETAINING WALLAT MAIN LEVEL
SETBACK
8' - 2"
ROOFGARDEN/DECK
4' -
6"
10
' -
6"
32
' -
9"
19' - 0" MAXIMUM DRIVEWAY WIDTH
3' - 0" 16' - 0" x 8' - 0" GARAGE DOOR 3' - 0"
ROOF AT MAIN LEVEL
FRONTDOOR
10
' -
1"
25
' -
4"
1' - 1"
64' - 7"
D.S
D.S
D.S
CONCRETE STAIRS
ON GRADE
SE
TB
AC
K
5'-0
".
SLO
PE
TO
STR
EE
T
NEW CURB AT STREET
1072' - 0"
1072' - 0"
1072' - 0"HARDWOOD FLOORING
CONCRETE
CONCRETE
EL: 1072'-3"
EL: 1070'-6"
EL: 1072'-0"
EL: 1071'-0"
CL
EL: 1071'-6"
EL: 1072'-0"
EL: 1070'-9"
EL: 1071'-9"
EL: 1071'-3"
EL: 1071'-6"
HOSEBIB
MAXIMUM GARAGE WIDTH (EXT.)
22' - 0"
D.S
GLASS RAIL
NOTE: NO EXISTINGCURB OR GUTTERPRESENT
1' S
ET
BA
CK
AT
SU
NS
HA
DE
SUNSHADE (SHOWN DOTTED)
1 3/4" SOLID COREDOOR W/ SELF
LATCHING & SELFCLOSING MECHANISM
10% OF MIN LOTWIDTH
10% OF MIN LOTWIDTH
9' - 0" X 8' - 0" SLIDER
B B
C C
A A
E E
BA
CK
FR
OM
C
1' -
0"
D
1 2
4' -
5"
TYPE X FIRE RATED GYP
BOARD ATGARAGE
FIRESPRINKLER
RISERROOM
5' -
0"
JO
G
3' -
8"
STUDY/OFFICE
ENTERTAINMENT ROOM
11' - 8" 16' - 6"
18
' - 1
0"
9' -
4"
9' - 0" X 8' - 0" SLIDER
HOT TUB DECK
5' - 6" 11' - 0" 5' - 6"
4' - 10"
6' -
0"
X 3
' -0"
SLID
ER
7' -
6"
X 5
' -3"
SHOWER
SUNDHADE
1' - 10"
VALVE
BUILD UP
TRASH
PLANTER
6"
13
' -
0"
REMOVE TREE
FENCE
19' - 6"
PLANTER
PLANTER
PLANTER
PLANTER
6" THICK3'-0" PLANTERWALL
12" THICKRETAININGWALL
SCALE
DATE
DRAWN
JOB
ARCHITECT - BULDER -
DEVELOPER
500 OAKSHIRE PL.ALAMO, CA 94596
925-322-1422
1/4" = 1'-0"
6/11/2020 8:51:42 AM
A1.1
EN
TR
Y L
EV
EL
1220 D
RU
RY
RO
AD
12/4/2019
CP
1220
BE
RK
ELE
Y, C
A
1/4" = 1'-0"1
Entry Level
Revis
ion
Sch
ed
ule
Revis
ion
Nu
mb
er
Revis
ion
Descri
pti
on
Revis
ion
Date
1D
esig
n R
evie
w C
om
me
nts
18
/21/2
01
8
UP
UP
DN
UP
MIN SETBACK
8' - 2"
KITCHEN
2' - 6"
4' - 6"
4' - 6"
8' - 10"
4' -
6"
FAMILY ROOM
DINNING ROOM
MASTER BEDROOM
MASTER BATH
1
A3.0
A2.1 2
We
st E
levatio
n
-
---
7' -
4"
SHOWER
MAIN DECK
34
' -
5"
15
' -
5"
BBQPORCH
A2.0
2 South Elevation
A2.11
Ea
st E
levatio
n
A2.0
1 North Elevation
SETBACK
8' - 2"
TV
10
' -
4"
14
' -
2"
29
' -
1"
22' - 1"
4' -
4"
2' -
0"
1' - 11"
MICROSHELF
S.S RAILING
SE
TB
AC
K
5'-0
".
FILL
FULL HEIGHTRETAINING WALL
RETAINING WALL
1060' - 0"
1060' - 0"
FIRE PIT
47' - 9" 16' - 11"
46' - 8"
ISLAND
1' -
3"
HOSE BIB
PLA
NT
ER
CONCRETE STAIR ON
GRADE
IRRIGATIONVALVES
CARPET
POTTED PLANTS
GAS
42"GLASS
RAIL
FU
LL H
EIG
H C
AB
FURWALL
BE
NC
H
7" JOG
GAS METER
NOTE:ENCROACMENT PERMITREQUIRED FOR WALL &
DRIVEWAY
7' - 4"
6' -
8"
SUNSHADE (SHOWN DOTTED)
7' -
0"
X 4
' -6"
3' -
0"
X 9
' -0"
2' -
0"
X 3
' -6"
2' -
0"
X 3
' -6"
2' -
0"
X 8
' -0"
2' -
0"
X 8
' -0"
9' - 0" X 8' - 0" MULTI-SLIDE 1' -
9"
X 8
' -0"
2' - 6" X 8' - 0"
B B
C C
A A
12".
E E
D
1 2 3
3' -
0"
X 9
' -0"
TV
1 HR FIRERATED MATERIALAT UNDERSIDE OF ALLROOF EAVE PROJECTIONS
NOTES:144 SQ INCH MAX FOR ANY WALL VENTCOMPLIANCE WITH ALL CBC CHAPTER 7A AND OMC SECTION 15.04.626SAFTEY GLASS FOR ALL EXTERIOR GLAZING
1 HR FIRE RATED EXTERIOR WALLS(5/8" TYPE X EXTERIOR GYP BOARDAT METAL OR CEMENT SIDING) OR7/8" STUCCO, TYP.
FIR
EP
LA
CE
12
". (FRONT OF RETAINING WALL AT GRIDE LINE B
44" GLASS RAILING WITHBLACK SHOE
2' -
9"
65' - 3"
EDGE OF FOUNDATION, S.S.D
COL.
2' -
0"
15
' -
8"
1' -
9"
1' -
6"
5' - 7"
4' - 11"
2' -
0"
X 8
' -0"
12' - 0"
11
' -
4"
1' - 10" 1' - 9"
4' - 0"
3' -
0"
VALVE
4' -
3"
13
' -
0"
3' - 0" X 9' - 0"
23' - 0"
10' - 6" 2' - 0"
COATCLOSET/AV ROOM
3' - 0" X 8' - 0"
3' -
0"
X 9
' -0"
5' -
7"
10
' -
3"
20' - 0" X 9' - 0" FLEETWOOD SLIDER
8' -
8"
7' - 5"
VALVE
3' - 0" 3' - 0"
16
' -
1"
TV
POTTED PLANTS
3' -
0"
X 8
' -0"
MASTER CLOSET
TILE
SCALE
DATE
DRAWN
JOB
ARCHITECT - BULDER -
DEVELOPER
500 OAKSHIRE PL.ALAMO, CA 94596
925-322-1422
1/4" = 1'-0"
6/11/2020 8:51:42 AM
A1.2
MA
IN L
EV
EL
1220 D
RU
RY
RO
AD
12/4/2019
CP
1220
BE
RK
ELE
Y, C
A
1/4" = 1'-0"1
Main Level
Revis
ion
Sch
ed
ule
Revis
ion
Nu
mb
er
Revis
ion
Descri
pti
on
Revis
ion
Date
1D
esig
n R
evie
w C
om
me
nts
18
/21/2
01
8
UP
GAME ROOM
BATH 3
A2.1 2
We
st E
levatio
n
BEDROOM 2
BEDROOM 3
6' TALL RETAININGWAAL
A2.0
2 South Elevation
A2.11
Ea
st E
levatio
n
13
' -
9"
LAUNDRY
3' - 4"
18' - 0" 14' - 1" 9' - 11" 5' - 9"
3' -
0"
35' - 0" 16' - 11" 11' - 6"
4' -
4"
3' -
0"
1' - 1"
TV
TV
TV
1' -
7"
5' - 10" 11' - 1" 5' - 8" 5' - 10"
21
' -
5"
47' - 9" 16' - 11"
MAIN LEVEL ABOVE
RETAINING WALL AND FOOTING SHOWN DOTTED
16' - 1"
BATH 2
W D
1050' - 0"
CARPET
TILE
TILE
HARDWOOD FLOORING
CARPET
CANTILEVERED MAIN DECK SHOWN DOTTED (ABOVE)
8' - 2"
8' - 2"
3' -
0"
X 8
' -0"
2' -
6"
X 3
' -6"
9' - 0" X 5' - 6"
9' - 0" X 5' - 6"
2' - 6" X 3' - 6"
3' - 0" X 8' - 0"
2' -
6"
X 3
' -6"
8' - 0" X 5' - 6"
B B
5' - 0"
4' -
3"
C C
A A
14
' - 1
0"
11
' -
6"
14
' -
2"
E E
D
1 2 3
MECH
1 HR FIRERATED MATERIALAT UNDERSIDE OF ALLDECK/EAVE PROJECTIONS