ARCHITECTURAL
CS-1 COVER SHEET
C-1 TOPOGRAPHIC SURVEY
SP-1 SITE PLAN
A-1 FLOOR PLANS & EXTERIOR ELEVATIONS
ZDAC-1 ROOF AND WALL DEMO AREA CALCULATIONS
PROJECT DATA
SHEET INDEX
PROJECT
LEGAL DESCRIPTION: CLASSIFICATIONS:
APPROVALS:APPLICABLE CODES:
OCCUPANCY
TYPE OF CONST.
A. P.
ZONE
GAMBINO RESIDENCE
C.M.C.
C.E.C.
C.B.C.
C.R.C.
C.G.B.S.C.
2019C.P.C.
C.F.C.
B.E.E.S.
C.E.B.C.
LEGAL
VICINITY MAP
ARCHITECT:
TODD SKENDERIAN ARCHITECT
CONTACT: TODD SKENDERIAN
1100 S. COAST HWY., SUITE 316
LAGUNA BEACH, CA 92651
TEL: (949) 715-5461
FAX: (949) 715-5986
EMAIL: [email protected]
OWNER:
JEANNIE GAMBINO
1930 CATALINA ST.
LAGUNA BEACH, CA 92651
GAMBINO RESIDENCE
1930 CATALINA ST.
LAGUNA BEACH, CA 92651
NON-SPRINKLERED
R-3/ U
STORIES 2
ARCH BEACH LOT 10, R-1
PROJECT DESCRIPTION:
ENCLOSE EXISTING CARPORT WITH WALLS AND A GARAGE DOOR
SITE
644-264-08
SURVEYOR:
RDM SURVEYING INC.
CONTACT: RON MIEDEMA
23016 LAKE FOREST DR. #409 LAGUNA
HILLS, CA 92653
TEL.: (949) 858-2924
EMAIL: [email protected]
2019
2019
2019
2019
2019
2019
2019
2019
BLK 31 SELY1/2 & SELY1/2
LOT11 BLK 31 TR 23
1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL DRAINAGE CONTROLS TO
THE MAXIMUM EXTENT PRACTICABLE.
2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE
FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
3. CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS, OR RESIDUES SHALL BE RETAINED ON SITE TO MINIMIZE TRANSPORT FROM
THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.
4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE UNLESS TREATED TO REMOVE
SEDIMENT AND OTHER POLLUTANTS.
5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST
MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION
STAGING AREAS.
6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED
AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR
POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM-WATER ARE ALLOWED ONLY WHEN NECESSARY FOR
PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO VIOLATION
OF ANY WATER QUALITY STANDARDS; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION OR NUISANCE; OR CONTAIN A
HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.
8. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SEDIMENTS, CEMENT PRODUCTS, SOLID OR LIQUID CHEMICAL SPILLS;
WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIME, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES, AND SOLVENTS,
ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS, FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY
FLUIDS, CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL
DEGREASING; AND SUPER-CHLORINATED POTABLE WATER LINE FLUSHINGS.
9. DURING CONSTRUCTION, DISPOSAL OF MATERIALS AND POTENTIAL POLLUTANTS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED
TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM-WATER RUNOFF, WITH ULTIMATE DISPOSAL IN
ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED.
TRUE DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
CONSULTANTS / CONTACTS
#
WATER QUALITY NOTES
PROJECT SUMMARY TABLES
ASPHALTIC CONCRETE
METAL
ACOUSTICAL TILE OR
BOARD
ROOM IDENTIFICATION
ROOM NUMBER
PLAN / ELEVATION
KEYNOTES
DOOR SYMBOL
NUMBER
WINDOW SYMBOL
NUMBER
#
#
###
ABBREVIATIONS
MASONRY
TILE
IN SECTION
CONCRETE , SAND OR
STUCCO / PLASTER
CONCRETE
IN SECTION
ROCK OR
GRAVEL FILL
EARTH
COMPACTED SOIL
BEDROCK
PLASTER
WOOD , FINISH
WOOD , ROUGH
THROUGH MEMBER
WOOD , ROUGH
INTERRUPTED MEMBER
PLYWOOD
INSULATION , BATT
INSULATION , RIGID
WOOD
1
MATERIALS / SYMBOLS LEGEND
EQ.
EXIST.
DBS.
E.
COLUMN LINE COORDINATE
FLOOR MATERIAL CHANGE
SECTION REFERENCE / SHEET NUMBER
SECTION
REVISION SYMBOL
CLOUD AROUND REVISION
C. L.
DET.
1
A
A-1
MATCH LINE
DETAIL
DETAIL NUMBER/ SHEET NUMBER
1
A-1
C. C.
C. I.
A
PROPERTY LINE CORNER
WORK , CONTROL , DATUM
NEW CONTOUR LINE
SPOT ELEVATION
FINISH GRADE / EXISTING GRADE
OR ELEVATION POINT
F
I
N
.
G
R
D
.
E
X
I
S
T
.
G
R
D
.
DATA
BAL.
PROPERTY LINE
EXISTING CONTOUR LINE
DIAG.
&
EMER.
F. P.
F. H.
F. E.
F. G.
F. F.
FIN.
FT.
F. O. S.
F. O. C.
A. B. S.
EXT.
EXP.
E. J.
E. G.
EXTR.
VERTICAL GRAIN
EXH.
EQUIP.
VENT THRU ROOF
ENCL.
ENAM.
DWG.
WATERTIGHT
EL.
E. P.
EA.
ELEV.
ELECT.
D. W.
D. F.
DBL.
DW.
MANUFACTURER
DWR.
D. S.
DIM.
DIA.
D. W.
DR. / S
DISP.
BM.
MISCELLANEOUS
CONN.
C. Y.
D. L.
CORR.
DEPT.
DEMO.
C. J.
CTSK.
CONST.
CONT.
NUMBER
COL.
C. M. U.
C. A.
COND.
CONC.
C. W.
C. R.
CLO.
CLR.
C. O.
BLDG.
CLG.
L
NORTH
C. T.
C
CTR.
CEM.
C. B.
BLK'G
CAB.
CANT.
B. W.
BRD.
PLATE OR PLATED
B. O. J.
B. O. F.
BOTT.
BLK.
BTR.
B. M.
BTWN.
ASB.
AVE.
B. P.
B. L.
OR FLAT HEAD
BDRM.
A. C.
A. T.
@
ASPH.
ADJUST.
EXTRUDED
A. B.
AL.
ALT.
ACOUST. T.
ACOUST.
ADD.
ADJ.
A. F. F.
T. O. P.MANHOLEM. H.
DIAGONAL
TOP OF PLATE / PARAPET
WROUGHT IRON
POL.
WIRED GLASS
WIDE FLANGE
WELDED WIRE FABRIC
WATER STRIPPING
WATER RESISTANT
WATERPROOFING
WATER HEATER
WATERPROOF
WATER CLOSET
OPP.
VITRIFIED CLAY PIPE
VINYL ASBESTOS TILE
VERIFY IN FIELD
DIMENSION
VENT THRU WALL
TREAD, TRUSS OR TILE
VAPOR PROOF
UNLESS NOTED OTHERWISE
UNDERGROUND
TRASH COMPACTOR
TOP OF WALL
TOP OF SLAB
MAXIMUM
MECHANICAL
MATERIAL
MASTER
N. G.
MARBLE
MASONRY OPENING
METAL
MINIMUM
METAL LATH
NATURAL
MEMBRANE
MULLION
MISC.
MOUNTED
NATURAL GRADE
METAL THRESHOLD
MBL.
MEDICINE CABINET
OBSCURE
OPPOSITE
NOMINAL
MAT'L
OPENING
OVERHANG / OVERHEAD
ON CENTERS
OUTSIDE DIAMETER / DIMENSION
OUTSIDE AIR / OVERALL
NOT TO SCALE
NOT IN CONTRACT
POWER POLE
PERFORATED
PARTITION
PANEL
POLISH / ED
POINT
PLYWOOD
PLUMBING
W/
R.
PAPER HOLDER
POLISHED PLATE OR
N. T. S.
EMERGENCY
FINISH / FINISHED
FACE OF CONCRETE
FACE OF STUD / STRUCTURE
FIRE EXTINGUISHER
FIRE HOSE / FIRE HYDRANT
FIREPLACE
W. S.
FINISH GRADE
FINISH FLOOR
FEET
EXPANSION JOINT
EXISTING GRADE
EXISTING
W. L.
EXTERIOR
EXPOSED
EQUIPMENT
EQUAL
ENCLOSURE
ENAMEL
EXHAUST
PNL.
PL.
PLB'G
PT.
PART.
PLYWD.
P.P.
PERF.
V. I. F.
P. H.
PLAS.
O. H.
VIN.
O. D.
O. A.
PR.
OBS.
NO.
OPN'G
O. C.
PAIR
DRAWING
DRINKING FOUNTAIN /
ELECTRICAL PANEL
ELECTRICAL / ELECTRIC
EAST
ELEVATOR
ELEVATION
EACH
DRYWALL
DOUGLAS FIR
GRADE (GLASS)
DOUBLE STRENGTH "B"
DOUBLE
DRAWER
DOWN SPOUT
DOWN
DIAMETER
DOOR / DOORS
M. L.
DISPENSER
DISHWASHER
SPECIFICATIONS
NAT.
N. I. C.
M. T.
NOM.
MIN.
N.
GND.
MUL.
MTD.
MTL.
MAX.
MECH.
MEMB.
M. C.
HOT WATER
MFR.
HOSE BIBB
MSTR.
M. O.
WEST
HOLLOW CORE
YD. / S
W.
W. GL.
W. I.
JOINT
WD.
W. F.
W / O
WDW.
INSIDE DIMENSION OR
WITH
YARD / S
WT.
WITHOUT
WINDOW
W. R.
W. T.
W. W. F.
W. P.
WTR.
WP.
W. C.
W. H.
WEIGHT
LAVATORY
LINOLEUM
WATER LINE
VALVE BOX
WATER
V. B.
VERT.
V. C. P.
V. A. T.
LONG OR LENGTH
V. G.
JUNCTION
V. T. W.
V. T. R.
VENT.
VARN.
V. P.
VERTICAL
VINYL
VENTILATOR
VARNISH
U. N. O.
UR.
U. G.
T. C.
T. O. W.
T. O. S.
TYP.
T.
URINAL
TYPICAL
QUARRY TILE
ROOF RAFTER
QUARTER SAWN
QUARTER ROUND
POLYVINYL CHLORIDE
PROJECTION LINE
PROPERTY LINE OR
REINFORCING
RECEPTACLE
REFRIGERATOR
SEMI - GLOSS
SELECT STRUCTURAL
ROUND HEADED SCREW
ROUGH OPENING
TOP OF CURB / CONCRETE
THERMOSTAT
TACK BOARD
SYMMETRICAL
STRUCTURAL
STAINLESS STEEL
SQUARE FOOT
BOTTOM OF JOIST
SOUND PROOF
SHELF / SHELVING
SHELF & POLE
SHEET METAL
GROUND
BOARD
BEAM
R. H. S.
GYPSUM
HALF ROUND OR HOT ROLLED
HEATER
HEADER
HARDWOOD
HOUR
IN.
HR.
HORIZONTAL
HEIGHT
HEATING, VENTILATING AND
AIR CONDITIONING
INTERIOR
INSULATION
JOIST
JANITOR
INVERT
IRON PIPE
HYD.
INSIDE DIAMETER
HYDRANT
HDWD.
KITCHEN
HARDBOARD
JUNCTION BOX
HVAC
LIGHTING
GYP.
HT.
LAUNDRY
LAMINATE
LABORATORY
KEENE'S CEMENT PLASTER
LUMBER
LIGHT
T. O. C.
LIVE LOAD
INV.
TH.
CHAIN LINK
CONNECTION
CONTROL JOINT / CEILING JOIST
CONSTRUCTION
CUBIC YARD
DETAIL
DEPARTMENT
DEMOLISH
DEAD LOAD
CONTINUOUS
COUNTERSUNK
CORRIDOR
COMBUSTION AIR
CONCRETE MASONRY UNIT
CLEAN - OUT / CASED OPENING
COLUMN
CONDENSATE
CONCRETE
COLD WATER
COLD ROLLED
CLOSET
CLEAR
LINO.
LMBR.
LT.
LG.
L. L.
LTG.
LAV.
LAM.
LAUND.
LAB.
KIT.
J. B.
K. C. P.
JCT.
JST.
JT.
JAN.
I. P.
BUILDING
CENTER TO CENTER
CEILING
CERAMIC TILE
CENTER LINE
CENTER
CEMENT
CAST IRON
CANTILEVER
CATCH BASIN
CABINET
GALLON
BOTTOM OF FOOTING
BLOCKING
BOTTOM
BOTH WAYS
GARBAGE DISPOSER
BLOCK
BETWEEN
BETTER
BENCH MARK
H. C.
INT.
INSUL.
I. D.
H. W.
HORIZ.
H. B.
FLOOR DRAIN
INCH
FURNACE
FURRING
FLASHING
FORCED AIR UNIT
HTR.
HDR.
H. R.
FOUNDATION
HDBD.
FOOTING
S. F.
THERM.
FLOW LINE
T & G
THRU
ASBESTOS
THK.
TEXT.
TERR.
TEMP.
T. BRD.
TEL.
THICK
TONGUE
THROUGH
THRESHOLD
TEXTURED
TERRAZZO
TEMPERED
TELEPHONE
STL.
SUSP.
STRUCT.
SYM.
SW.
S. A.
STD.
ST.
S. S.
STO.
STEEL
SWITCH
SUSPENDED
SUPPLY AIR
STORAGE
STANDARD
STREET
S. L. SHIP LAP
S. C.
SPKR.
SPEC.
S. P.
S.
SQ.
SHWR.
SLD'G
SKYLT.
SIM.
SH.
SOUTH
SQUARE
SPEAKER
SLIDING
SKYLIGHT
SIMILAR
SHOWER
SHT.
S & P
S. M.
SECT.
SHT'G
SEL. STRUCT.
S. G.
SHEET
SECTION
SHEATHING
GLASS
GALVANIZED
GRADE
GALVANIZED IRON
GRAB BAR
GAUGE / GAGE
RWD.
FLOORING
FLOOR LINE
Q. S.
FLOOR
RAD.
X
RADIUS
Q. T.
FRESH AIR
REDWOOD
# / LBS.
P. L.
FLOOR JOIST
FLUORESCENT
FLOOR SINK / FULL SIZE
FLAT HEADED WOOD SCREW
AIR - CONDENSER
BASE PLATE OR BEARING PLATE
ASPHALTIC CONCRETE /
AVERAGE
BASE LINE
BALCONY
BEDROOM
ASPHALT TILE
ASPHALT
AT
ACOUSTICAL TILE
ADJUSTABLE
ANCHOR BOLT
ALUMINUM
ALTERNATE
ANGLE
AND
ADJACENT
ADDITION
ACOUSTICAL
STYRENE
F. A.
G. I.
GL.
GA.
G. D.
GR.
G. B.
GALV.
GAL.
FURR'G
FURN.
FWL.
FDN.
FTG.
F. J.
F. A. U.
FLUOR.
F. L.
F. S.
F. D.
FL.
FLR'G
ABOVE FINISH FLOOR
ACRYLONITRILE - BUTADIENE - F. H. W. S.
FLASH'G
REFERENCERE.
REQ'D
R. D.
RFG.
R. O.
RM.
REFL.
REINF.
ROOF DRAIN
REF.
RET.
R. A.
REQUIRED
ROOFING
ROOM
RISER
RETAINING
REFLECTED
RETURN AIR
RECP.
R. R.
Q. R.
P. V. C.
POUND
DESCRIPTION REQUIRED EXISTING PROPOSED CONFORMS Y/N
LOT AREA
LOT WIDTH (AVG.)
LOT DEPTH (AVG.)
MAX BUILDING HEIGHT ABV STREET CL
MAX HEIGHT FROM GRADE
SETBACKS:
FRONT YARD
REAR YARD
SIDE YARDS (combined/each)
LOT COVERAGE (BSC)
FLOOR AREA RATIO
LANDSCAPE OPEN SPACE
IRRIGATED AREA
PARKING
PROJECT DATA
DESCRIPTION EXISTING PROPOSED TOTAL REMODEL
(E) RESIDENCE LIVING AREA:
(E) CARPORT CONVERSION TO GARAGE
ELEVATED DECK/TERRACE
SITE WORK
GRADING (CUBIC YARDS)
OUTSIDE BLDG
FOOTPRINT
INSIDE BLDG
FOOT PRINT
POOL/SPA TOTAL
CUT
FILL
NET EXPORT
LOT AREA
IMPERVIOUS SURFACES
STRUCTURE
HARDSCAPE (INCL. DRIVEWAY)
TOTAL
% OF LOT AREA
EXISTING PROPOSED EXISTING PROPOSED
POOL/SPA DETAILS
POOL
SPA
DIMENSIONS (L x W x D)
VOLUME/GALLONS
TOTAL
EXTERIOR BUILDING LIGHTING
EXISTING EGRESS DOORS
EXISTING FIXTURE COUNT
PROPOSED EGRESS DOORS
PROPOSED FIXTURE COUNT
FIXTURE TYPE WATTAGE LUMENS QUANTITY COMMENTS
TOTAL
LANDSCAPE LIGHTING
EXISTING FIXTURE COUNT PROPOSED FIXTURE COUNT
FIXTURE TYPE WATTAGE LUMENS QUANTITY COMMENTS
TOTAL
NOTES
USE ZONE
LOT SLOPE (%)
ZONING STANDARDS
COMBINED TOTAL
R-3/U R-1
7,365 SFNO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
73.65'
100.00'
NO CHANGE
NONO CHANGE
YES
NO CHANGE NO
20'-0"
7.37'
20'-0"
30'-4"
12'-5.5" W/0'-7.5" E
5'-6.75"
6,000 SFYES
70'
80'
YES
YES
NO CHANGE
NO CHANGE
NO CHANGE
N/A
NO CHANGE
NO CHANGE
NO CHANGE NO CHANGE
N/A
N/A
370 SF
DEMOLITION (NON-APPEALABLE COASTAL PERMIT)
EXISTING DEMO
DEMO (%)
> 50%GARAGE
TOTAL DEMO
ROOF (SF)
EXTERIOR WALLS (LF)
427.47 SF
76.84 LF 0%
0%
0% N
N
N
0 LF
0 SF
370 SFNO CHANGE
2 COVERED 2 COVERED YES
4%
N/A
N/A
2 COVERED
0 0 0 0
N/A
NO CHANGENO CHANGE
370 SF
[(0+0/200)X100]
25'
25'
YES
YES
12.09'
8'-9.5"
TODD
SKE
NDER
IAN
A
RCHI
TECT
1100
S. C
OAS
T HW
Y., #
316
LAG
UNA
BEAC
H, C
A 92
651
OFF
ICE
(949
) 715
-546
1
F
AX (9
49) 7
15-5
986
ALL DRAWINGS & WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE
ORIGINAL & UNPUBLISHED WORK OF
TODD SKENDERIAN ARCHITECT AND
MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT THEIR WRITTEN
CONSENT.
GAM
BINO
RES
IDEN
CE19
30 C
ATAL
INA
ST.
LAGU
NA B
EACH
, CA
9265
1
----
11-9-20
BC
SUBM
ITTA
L SE
T: Z
ONI
NG S
UB 2
.0
TS
1
CS-1
COVE
R SH
EET
CATALINA STREET
N45°22'16"W 73.65'
N44
°37'
44"E
100
.00'
N44
°37'
44"E
100
.00'
N45°22'16"W 73.65'
(E
) 5
'-6
3 4
"
(E
) 3
0'-4
"
(E) 7
1
2
"
(E) 12'-5
1
2
"
20
'-0
" R
YS
B2
0'-0
" F
YS
B
7.37' SYSB 7.37' SYSB
1
GAMBINO RESIDENCE
1930 CATALINA STREET, LAGUNA BEACH, CA 92651
2
3
4'-9
1
2
"
6'-2
1 4
"
1'-0
"
1'-0"
INTERPOLATED
103.20
SITE PLAN KEYNOTES:#
SITE PLAN LEGEND:
SITE PLAN NOTES:
1. G.C. TO COORDINATE NEW HARDSCAPE ELEMENTS /
MODIFICATIONS WITH OWNER.
1. EXISTING BUILDING FOOTPRINT
2. ENCLOSE EXISTING CARPORT WITH WALLS AND A GARAGE
DOOR
3. BUILDING SETBACK LINE
EXISTING RESIDENCE
ENCLOSE EXISTING CARPORT WITH WALLS AND
A GARAGE DOOR (370 SF)
TODD
SKE
NDER
IAN
A
RCHI
TECT
1100
S. C
OAS
T HW
Y., #
316
LAG
UNA
BEAC
H, C
A 92
651
OFF
ICE
(949
) 715
-546
1
F
AX (9
49) 7
15-5
986
ALL DRAWINGS & WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE
ORIGINAL & UNPUBLISHED WORK OF
TODD SKENDERIAN ARCHITECT AND
MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT THEIR WRITTEN
CONSENT.
GAM
BINO
RES
IDEN
CE19
30 C
ATAL
INA
ST.
LAGU
NA B
EACH
, CA
9265
1
----
11-9-20
BC
SUBM
ITTA
L SE
T: Z
ONI
NG S
UB 2
.0
TS
NOTED
SITE
PLA
N
1/8" = 1'-0"
SITE PLAN
1
SP-1
NORTH
1/4" = 1'-0"
FLOOR PLAN
RECORD
CARPORT
18'-6
1
2
"
19
'-1
0
1 2
"
3
PR
OP
ER
TY
L
IN
E
1/4" = 1'-0"
SOUTH ELEVATION
RECORD
GARAGE
106.50 F.F.
B.O. BEAM
7'-2
"
PR
OP
ER
TY
L
IN
E
1/4" = 1'-0"
NORTH ELEVATION
RECORD
GARAGE
107.54 F.F.
B.O. BEAM
6'-1
1 2
"
1/4" = 1'-0"
EAST ELEVATION
PR
OP
ER
TY
L
IN
E
RECORD
GARAGE
107.64 F.F.
B.O. BEAM
6'-0
"
1/4" = 1'-0"
WEST ELEVATION
PR
OP
ER
TY
L
IN
E
RECORD
GARAGE
107.54 F.F.
B.O. BEAM
6'-1
1 2
"
1/4" = 1'-0"
FLOOR PLAN
19'-10
1 2
"
18'-6
1
2
"
GARAGE
18'-1
1
2
"
19'-0
1 2
"
1
2
2
2
2
2 2
1
SS
TO TIMER
PR
OP
ER
TY
LIN
E
1/4" = 1'-0"
SOUTH ELEVATION
GARAGE
106.50 F.F.
B.O. BEAM
7'-2"
2
1
PROPOSED
115.29 T.O.R.
PR
OP
ER
TY
L
IN
E
1/4" = 1'-0"
NORTH ELEVATION
GARAGE
107.54 F.F.
B.O. BEAM
6'-1
1 2
"
PROPOSED
115.29 T.O.R.
1/4" = 1'-0"
EAST ELEVATION
PR
OP
ER
TY
L
IN
E
GARAGE
107.64 F.F.
B.O. BEAM
6'-0
"
PROPOSED
115.29 T.O.R.
SE
TB
AC
K
15
'-0
"
1/4" = 1'-0"
WEST ELEVATION
PR
OP
ER
TY
LIN
E
GARAGE
107.54 F.F.
B.O. BEAM
6'-1
1 2
"
PROPOSED
SE
TB
AC
K
15'-0"
115.29 T.O.R.
8'-9
1 2
"
# KEYNOTES:
FLOOR PLAN NOTES:
WALL LEGEND:
NEW WALL
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
RECESSED HIGH EFFICACY LIGHT (LED)
BRACKET MOUNTED HIGH EFFICACY LIGHT
1. NEW SHINGLE SIDING TO MATCH EXISTING HOUSE
2. NEW GARAGE DOOR
3. EXISTING FENCE TO BE REMOVED
# SYMBOL LEGEND:
1. NEW DOOR
2. NEW WINDOW
#
UTILITY LEGEND:
SWITCH, 1P, 120V 4' AFFS
TODD
SKE
NDER
IAN
A
RCHI
TECT
1100
S. C
OAS
T HW
Y., #
316
LAG
UNA
BEAC
H, C
A 92
651
OFF
ICE
(949
) 715
-546
1
F
AX (9
49) 7
15-5
986
ALL DRAWINGS & WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE
ORIGINAL & UNPUBLISHED WORK OF
TODD SKENDERIAN ARCHITECT AND
MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT THEIR WRITTEN
CONSENT.
GAM
BINO
RES
IDEN
CE19
30 C
ATAL
INA
ST.
LAGU
NA B
EACH
, CA
9265
1
----
11-9-20
BC
SUBM
ITTA
L SE
T: Z
ONI
NG S
UB 2
.0
TS
NOTED
FLO
OR
PLAN
S
& E
XTER
IOR
ELEV
ATIO
NS
1
A-1
NORTH
NORTH
GARAGE
18.54'
19.88'
18.54'
19.88'
1/4" = 1'-0"
FLOOR DEMO PLAN
1/4" = 1'-0"
ROOF DEMO PLAN
FLAT
1/4" PER FT.
TODD
SKE
NDER
IAN
A
RCHI
TECT
1100
S. C
OAS
T HW
Y., #
316
LAG
UNA
BEAC
H, C
A 92
651
OFF
ICE
(949
) 715
-546
1
F
AX (9
49) 7
15-5
986
ALL DRAWINGS & WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE
ORIGINAL & UNPUBLISHED WORK OF
TODD SKENDERIAN ARCHITECT AND
MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT THEIR WRITTEN
CONSENT.
GAM
BINO
RES
IDEN
CE19
30 C
ATAL
INA
ST.
LAGU
NA B
EACH
, CA
9265
1
----
11-9-20
BC
SUBM
ITTA
L SE
T: Z
ONI
NG S
UB 2
.0
TS
NOTED
ROO
F AN
D W
ALL
DEM
O
AREA
CAL
CULA
TIO
NS
1
ZDAC-1
NORTH
EXISTING AREA
(LINEAR FEET)
ELEVATION VIEWS
(MAIN LEVEL)
18.54NORTH
AREA CALCULATIONS:
DEMO AREA
(LINEAR FEET)
DEMO
AREA
(%)
DEMO >
50%?
(Y OR N)
76.84TOTAL WALLS 0 0 % N
EXISTING AREA OF
ROOF FRAMING SYSTEM
EXISTING AREA TO BE
DEMO'D, REMOVED AND/OR
RECONSTRUCTED
ROOF FRAMING SYSTEM
EXISTING AREA TO BE
DEMO'D, REMOVED AND/OR
RECONSTRUCTED /
% OF TOTAL EXISTING AREA
EXISTING AREA
427.47 SF 0 SF / 0% < 50%
AREA CALCULATIONS:
ROOF PLAN LEGEND:
19.88EAST
18.54SOUTH
19.88WEST
NORTH