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: todd@tsarchitectslb.com

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: rdmsurveying@cox.net

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