2020-08-05 pl18-0020 arnoldi staff report (final)€¦ · 12. provide type 5/8" 'x' gypsum board at...

ABBREVIATIONS

GRAPHIC SYMBOLS

OWNER:Katie and Charles Arnoldi721 Hampton DriveVenice, CA 90291

ARCHITECT:Tomas Osinski4240 Glenmuir AvenueLos Angeles, CA 90065(323) 226-0576

CIVIL ENGINEER:ML EngineeringMauricio Lopez1391 North 3rd AvenueUpland CA 91786(909) 949-0923

SHEET INDEX

APPLICABLE CODES

PROJECT INFORMATION:

LEGAL DESCRIPTION:See Sheet A1.0APN: 700-0-140-235

PROJECT SUMMARY:CONTRUCTION TYPE : V - BOCCUPANCY : R - 3 (Dwelling) : U (Garage)ZONE : SCOPE OF WORK: TWO-STORY SINGLE FAMILYDWELLING WITH TWO-CAR ATTACHED GARAGE AND ACCESSORYDWELLING UNITSQUARE FOOT ANALYSIS:DWELLING = 10,177 S.F.ACCESSORYDWELLING UNIT = 700 S.F.GARAGE = 763 S.F.DECK/TERRACE = 1,223 S.F.POOL = 790 S.F. SPA = 88 S.F. GAZEBO #1 = 167 S.F.GAZEBO #2 = 167 S.F.

A0.0

PROJ

ECT

INFO

RMAT

ION

A0.0 - ABBREVIATION AND PLOT PLANA0.1 - GREEN BUILDING NOTESA0.2 - FLASHING & ARCHITECTURAL DETAILSA0.3 - ARCHITECTURAL GENERAL NOTESA1.0 - (E) SURVEYA1.1 - (N) SITE PLANA1.2 - ESHA SETBACKSA1.3 - SITE SECTIONSA2.0 - FIRST FLOOR PLAN (Dwelling)A2.1 - SECOND FLOOR PLAN (Dwelling)A2.2 - FLOOR, ROOF PLANS & SECTION (Pool House)A2.3 - ENLARGE FLOOR PLANS AND DETAILA3.0 - ACCESSORY DWELLING UNIT (Dwelling)A4.0 - SECTION A & BA4.1 - SECTION C & DA4.2 - SECTION E & FA4.3 - SECTION G & HA4.4 - SECTION J & KA4.5 - SECTION LA5.0 - SOUTH AND WEST ELEVATIONSA5.1 - NORTH AND EAST ELEVATIONSA5.2 - ELEVATIONS (ADU)A6.0 - WINDOW & DOOR SCHEDULEST24 Sheet 1 - MAIN HOUSET24 Sheet 2 - MAIN HOUSET24 Sheet 3 - MAIN HOUSET24 Sheet 4 - MAIN HOUSET24 Sheet 1 - ACCESSORY DWELIUNG UNITT24 Sheet 2 - ACCESSORY DWELLING UNITT24 Sheet 3. - ACCESSORY DWELLING UNITS0.1 - GENERAL STRUCTURAL NOTES (Dwelling)S0.2 - GENERAL STRUCTURAL NOTES (Dwelling)S1.1 - FOUNDATION PLAN (Dwelling)S2.1 - LOWER ROOF AND SECOND FLOOR FRAMING PLAN (Dwelling)S2.2 - ROOF FRAMING PLAN (Dwelling)S3.1 - MOMENT FRAME DETAILS (Dwelling)SD-1 - DETAILS (Dwelling)SD-1 A - DETAILS (Dwelling)SD-2 - DETAILS (Dwelling)SD-3 - DETAILS (Dwelling)S0.1P - GENERAL STRUCTURAL NOTES (ADU)S0.2P - GENERAL STRUCTURAL NOTES (ADU)S1.1P - FOUNDATION AND ROOF FRMAING PLANS (ADU)S3.1P - MOMENT FRAME DETAILS (ADU)SD-1P - DETAILS (Pool)SD-2P - DETAILS (Pool)SD-3P - DETAILS (Pool)HFX-1 - HARDY FRAME DETAILSHFX-2 - HARDY FRAME DETAILSC1 - DRAINAGE OVERALL SITE PLANC2 - FINE DRAINAGE PLANC3 - DRIVEWAY PROFILEPLUMBINGP-1 - NotesP-2 - Plumbing Fixture Schedule, Site PlanP-3 - First Floor - Main House, ADU Hot & Cold WaterP-4 - Second Floor - Main House Hot & Cold WaterP-5 - First Floor - Main House, ADU Waste & VentP-6 - Second Floor- Main House Waste & VentP-7 - Hot & Cold Water IsometricP-8 - Waste & Vent IsometricMECHANICALM-1 - NotesM-2 - Mech HVAC Equipment Schedule, Site PlanM-3 - High Roff Plan and NotesM-4 - Main House 1st, ADU Vent-DiffusersM-5 - Lower Roof Vent-Diffusers ELECTRICALE-1 - Single Line & Voltage DropE-2 - Site Plan, Panel ScheduleE-3 - Main House, 1st Floor PowerE-4 - Main House, 2nd Floor PowerE-5 - Roof Plan, PowerE-6 - Main House, 1st Floor LightingE-7 - Main House, 2nd Floor LightingE-8 - ADU, Lighting & Power

BUILDING HT.: 24'-10"

Fire Sprinklers Required in accordance with NFPA13Dto be approved by Plumbing Div. prior to installation.

1 - 2019 California Building Code - Title 24, Part 22 - 2019 California Residential Code - Title 24, Part 2.53 - 2019 California Electrical Code - Title 24, Part 34 - 2019 California Mechanical Code - Title 24, Part 45 - 2019 California Plumbing Code - Title 24, Part 56 - 2019 California Energy Code - Title 24, Part 67 - 2019 California Green Building

Standards Code - Title 24, Part 11

A

AC Air ConditioningADD'N(L) AdditionalALUM. AluminiumAPP'VD. ApprovedAPPROX. ApproximateARCH. Architect or ArchitecturalAVG. AverageA.F.F. Above Finish Floor

B

BLDG. BuildingBLKG. BlockingBSMT. Basement

C

C.C. Center To CenterCLKG. Caulking Center LineCLG. Ceiling(or CEIL.)CLOS. ClosetCLR. ClearCLR. OPG. Clear OpeningCOL. ColumnCONC. ConcreteCONN. Connect or ConnectionCONST. ConstructionCONT. ContinuousCOR. CornerCTR. Center

D

DBL. DoubleDEPT. DepartmentDET. DetailDIA. DiameterDIM. DimensionDN. DownDR. DoorDWG. Drawing

E

ELEC. ElectricEL. ElevationELEVR. ElevatorENGR. EngineerEQ. EqualEQUIP. Equipment(E) ExistingEXT. ExteriorELECT. Electrical

F

F.F. Finish FloorFIN. Finish(ED)FLR. FloorFLUOR. FluorescentF.O.S. Face Of StudF.O.W. Face Of Wall

G

GA. GaugeGEN. GeneralG.F.I. Ground Fault IsolatedGLZ. Glass Or GlazingGYP. BD. Gypsum Board

H

HDWD. Hard WoodHT. HeightHORIZ. HorizontalHVAC Heat'g, Ventilat'g, and Air Condiont'gH.W. Hot Water

I

INCL. Incude(D)(ING)INFO. InformationINCAN. Incandescent

L

L AngleLB. (OR #) Pound

M

MAX. MaximumMECH. MechanicalMTL. MetalMIN. MinimumMISC. Miscellaneous

N

(N) New NEG. NegativeN.I.C. Not In ContractNO. (OR #) NumberN.T.S. Not To Scale

O

O.C. On CenterOPNG. OpeningOPP. OppositeORIG. Original

P

PLAS. PlasterPLYWD. PlywoodPNL. PanelPROJ. ProjectPTN. PartitionPTD. Painted

Q

QUAL. QualityQUAN. Quantity

R

R.A. Return AirRAD. RadiusRECEP. ReceptacleREF. ReferenceRESIL. ResilientREQD. RequiredRM. RoomRND. RoundREV. Revision

S

SCHED. ScheduleSECT. SectionSIM. SimilarSQ. SquareS.F. Square FeetSTD. StandardSTL. Steel

T

T & B Top and BottomTECH. TechnicalTEMP. TemperedTEMP. GL. Tempered GlassTHK. ThicknessTYP. Typical

U

U.L. Underwriters LaboratoryU.O.N. Unless Otherwise Noted

V

VERT. VerticalV.I.F. Verify In FieldVOL. VolumeVER. Verify

W

W/ WithWD. WoodWDW. WindowW/H Water HeaterW/O WithoutW.S. WeatherstrippingWT. Weight

Y

YD. Yard

COLUMN GRID

A

3

EXISTING PARTITION TO REMAIN

NEW PARTITION

DEMOLISHED PARTITION

ELEVATION DATUM POINT

ROOM NUMBER1234

DOOR NUMBER (WITH SCHEDULE)

WINDOW NUMBER (WITH SCHEDULE)

SHEET NOTE1

REVISION REFERENCE1

1

A1DIRECTION OF SECTIONNUMBER OF ELEVATION/SHEET WHERE SHOWN

1

A1

1

A1

NUMBER OF DETAIL/SHEET WHERE SHOWN

NUMBER OF INTERIOR ELEVATION/SHEET WHERE SHOWN

W-07

D-04

TITLE 24, PLUMBING, ELECTRICALAND MECHANICAL ENGINEER:Perfect Design & Engineering2416 W. Valley Blvd.Alhambra, Ca 91803(626) 289-8808

PROJECT INFORMATION PROJECT DIRECTORY

VCFC Ord. 301. The address shall be visible and legible from the street or frontage road.2. the address numbers shall be of minimum of four inches (4") in height.3. the address numbers shall be of contrasting color to their background (brass or gold numbers

shall not be posted. (Address numbers on curbs are not acceptable).4. Permanent address numbers shall be provided on the mailbox or on a permanent sign or post

adjacent to the driveway entrance of a flag lot.

LANDSCAPEL-1 - Coversheet, notes and mapsL-2 - Water efficiency calculatioins

and hydrozone planLI-1 - Irrigation planLI-2 - Irrigation planLI-3 - Irrigation details and notesLI-4 - Irrigation specificationsLP-1 - Planting planLP-2 - Planting planLP-3 - Planting details and notesLP-4 - Planting specificationsLL1 - Lighting plan

BUILDING COVERAGE:FIRST FLOOR = 8,064 S.F.GARAGE = 763 S.F.ADU = 700 S.F.TOTAL: = 9,527 S.F.

(N) D

rivew

ay (N) Driveway

729.87'

175.89'

74.18'

131.2

5'

84.01'

123.67'

167.68'507.44'

65.92'

95.79'

360.00'

500.0

0'

1313

.89'

49'-4

"

308'-11"

79.33'32.15'

50.72'

343'-6" 120'-6"

118'-9"

119'-

10"

132'-3"

39'-4"

17'-10"

PLOT PLANScale: 1"= 100 ft1

(N) ACCESSORYDWELLINGUNITC18-1311

(N) POOL AND SPA

(N) 2 STORYSINGLE FAMILYDWELLINGC18-917

(N) GAZEBO

(N) Driveway

C O T H A R I N. R O A D

(E) 60' ROADEASEMENT

(N) GAZEBO

(N) 5- WATER TANKS

LOCATION OFEXISTING WATERWELL

(E) 4000 GALWATER TANKS

(E) TANK TO BE RELOCATED

REVISIONS BY

DATE: JULY 21, 2020

SCALE: NOTED

DRAWN: T.O.

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4240 GLENMUIR AVELOS ANGELES

CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

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BatiniMText BoxCounty of VenturaPlanning Director HearingCase No. PL18-0020Exhibit 3 - Project Plans

A1.0

(E) S

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REVISIONS BY

DATE: JULY 17, 2020

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A1.1

SITE

PLA

N

PROPERTY LINE

16'-0"

52'-0

"

STUDIO

55'-0"

60'-0

"

52'-0

"

STUDIO

55'-0"

52'-0

"

GARAGE

STORAGE

LAUNDRY

HOUSEKEEPER

26'-1"

MECHANICAL ROOM

DN

DNHOUSE

PHOTOVOLTAIC PANELSAND SOLAR WATER HEATING



118'-9"

49'-3

"

343'-6"

MAIN HOUSE

15 FEET WIDE EXISTINGFIRE ACCESS ROAD

COTHARIN RD.

980 FEET LONG

FIRE HOSELOOP 281 FEET

LOCATION OFEXISTING WATERWELL

15'-5"

PROPOSED FIRE ACCESS

245 FEET FIREHOSE ACCESS

245 FEET FIREHOSEACCESS

TOTAL FIRE HOSELOOP 490 FEET

5 WATER TANKSPER WATER PLAN

4000 GALWATER TANKS

DRAFTING HYDTANT

ADU

GAZEBO

GAZEBO


PREVIOUSLY APPROVEDFUEL MODIFICATION ZONE

CURRENT PLANFUEL MODIFICATION ZONE

308'-11"25'-8"

3

4 6

5

NEWHYDTANT

5

(E) TANK TO BE RELOCATED

REVISIONS BY

DATE: JULY 17, 2020

SCALE: NOTED

DRAWN: T.O.

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FUEL MODIFICATION ZONE FOR CURRENT PLAN

PREVIOUSLY APPROVEDFUEL MODIFICATION ZONE

ESHA BOUNDRYTYP

ESHA BOUNDRY100 FEET SETBACK, TYP.

55'-0"

60'-0

"

HOUSE

55'-0"

52'-0

"

STORAGE MECHANICAL ROOM

CONDENSERS

13'-6

"

100'-0"

53'-4"52

'-8"

PROPERTY LINE

55'-0"55'-0"

28'-0

"15

'-0"

20'-0

"

52'-0

"

STORAGE MECHANICAL ROOM

45'-1 1/2"

73'-0"

HOUSE

3'-0

"





GAZEBO

42'-3"

17'-9"

14'-0"

14'-3"

14'-0"

741 s.f.

79'-0"

SPA

SWIMMING POOL

10'-0"

ACCESSORY DWELLING UNIT700 S.F.

PROPOSED 2 STORYSINGLE FAMILY HOUSE

290 FEET FIREHOSE LOOP

GAZEBO

60'-0

"

20'-7

"

52'-0

"

16'-0"

25'-8"

NEW WATER TANKSPER WATER PLAN

NEW HYDRANTPER WATER PLAN

15'-5" 15 FEET WIDE EXISTING

FIRE ACCESS ROAD

PROPOSED FIRE ACCESS

245 FEET FIREHOSE ACCESS

245 FEET FIREHOSEACCESS

6.9 Access Point(s) on Roads.Roads shall be provided such that any portion of the exterior walls, at grade level, of a buildingor structure,is not more than 150 feetfrom a road as measured by an approved route around the exterior of the building or structure.

Exception:The distance shall be permitted to be extended to 250 feet when the building is protected by an automatic fire sprinkler system in accordance with NFPA 13 and provided with an approved access walkway leading from the drivewayto the exterior openings around the structure.

VENTURA COUNTY FIRE PROTECTION DISTRICT501- Fire Apparatus Access Standard

40'-0"

TOTAL FIRE HOSELOOP 490 FEET

100'-0"

100'-0"

100'-0"

100'-0"

100'-0"100'-0"

165'-6 1/4"

121'-5 7/8"

100'-0"

100'-0"

100'-0"

100'-0"

ESHA BOUNDARY & SETBACKSScale: 1" = 20 ft1

North

A1.2

ESHA

BOU

NDAR

Y AN

D SE

TBAC

KS

AA1.3

BA1.3

AA1.3

BA1.3

REVISIONS BY

DATE: JULY 21, 2020

SCALE: NOTED

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SECTION 'A'Scale: 1" = 10 ft1

A1.3

SITE

SEC

TION

S

F.F. 1866.0'

1860

1850

1840

1860

1850

1840

1870

SECTION 'B'Scale: 1" = 10 ft2

F.F. 1866.0'

1860

1850

1840

1860

1850

1840

INTERIOR COURT

INTERIOR COURT

REVISIONS BY

DATE: JAN. 21, 2020

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REF.PANTRY

1. APPROVED CARBON MONOXIDE DETECTOR RECEIVING ITS PRIMARY SORCE OF POWER FROMTHE BUILDING WIRING AND HAVING BATTERY BACK-UP SHALL BE INSTALLED OUTSIDE OF EACHSEPARATE SLEEPING AREA OR BEDROOM(S) AND ONE ON EVERY LEVEL OF THE DWELLING INCLUDING BASEMENTS. WHERE MORE THAN ONE ALARAM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE ALARMS SHALL BE INTERCONNECTED

IN SUCH A MANNER THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL THE ALARMS IN THE UNIT.THE ALRAM IS PERMITTED TO BE SOLELY BATERY OPERATED WHERE THE WORK DOES NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES, OR THERE IS NO ACCESS THROUGHAN ATTIC, BASEMENT OR CRAWL SPACE. (CRC R315.1)

2. HARD-WIRE FIRE MARSHALL APPROVED SMOKE DETECTOR. SMOKE DETECTORS, MUST RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITHBATTERY BACKUP, SHALL BE MOUNTED ON THE CEILING OR WALL OF EACH EXISTING ROOM USED FOR SLEEPING PURPOSES AND AT A POINT CENTRALLY LOCATED ON THE WALL ORCEILING OF THE EXISTING CORRIDOR OR AREA GIVING ACCESS TO THESE ROOMS. SMOKE DETECTORS SHALL BE LOCATED NO MORE THAN 12 INCHES BELOW THE CEILING OF THE ROOMOR CORRIDOR IN WHICH THE SMOKE DETECTOR IS REQUIRED TO BE INSTALLED. IN EXISTINGCONSTRUCTION SMOKE DETECTORS MAY BE BATTERY OPERATED, INSTALLED IN LOCATION AS SPECIFIED ABOVE. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED, THESMOKE ALARM SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONEALARM WILL ACTIVATE ALL OF THE ALARM. (R314.4 CRC)

3. SHOWERS SHALL HAVE FLOORS AND WALLS FINISHED WITH SMOOTH, HARD, NON-ABSORBENTSURFACES SUCH AS PORTLAND CEMENT, CONCRETE CERAMIC TILE OR OTHER APPROVEDMATERIAL TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET. MATERIALS OTHERTHAN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. GLAZING USED IN DOORS AND PANELS OF SHOWER ANDBATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVEDPLASTIC. WHEN GLASS IS USED IT SHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH WHEN FULLY TEMPERED, OR 1/4 INCH WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF C.B.C. STANDARD NO. 54-2. TABLE 4.303.2 MAXIMUM FLOW RATE AT ≥ 20 percent REDUCTION 2 gpm @ 80 psi SHOWERS AND SHOWER-TUBS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMALSHOCK PROTECTION. [§ 418 CPC] SHOWERS AND TUB-SHOWER COMBINATION VALVES REQUIRED BY THIS SECTION SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUMSETTING OF THE VALVE TO 120 DEGREES F. [CPC 408.3]

4. WATER CLOSET SHALL BE LOCATED IN A CLEAR NOT LESS THAN 30 INCHES IN WIDTH AND HAVEA CLEAR SPACE IN FRONT OF THE WATER CLOSET STOOL OF NOT LESS THAN 24 INCHES. ULTRALOW FLUSH. TABLE 4.303.2 MAXIMUM FLOW RATE AT ≥ 20 percent REDUCTION 1.28 gallons/flush

5. PROVIDE MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE, CAPABLEOF PROVIDING 50 CFM INTERMITTENT VENTILATION EXHAUSTED DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING.THE EXHAUST VENT SHALL BE EQUIPPED WITH BACKDRAFT DAMPER TO COMPLY WITH ENERGY REGULATIONS. SHALL BE "ENERGY STAR" COMPLIANT. (R303.3)A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE

BUILDING.B. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS

MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITYRANGE OF 50 TO 80 PERCENT.

6. PROVIDE A PERMANENTLY ACCESSIBLE 12-INCH SQUARE BATHTUB TRAP ACCESS OR PROVIDE A NONSLIP- JOINT TRAP WILL BE USED. [§ 404.2 CPC] PROVIDE A REMOVABLE PANEL FOR THE WHIRLPOOL BATHTUB PUMP. THE PANEL SHALL BE LARGE ENOUGH TO ACCESS AND REMOVE THE PUMP. [§ 414.1 CPC]

7. ATTIC ACCES OPENING SHALL NOT BE LESS THAN 22" x 30". THIRTY-INCH MIN. HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING.

8. ALL EMERGENCY ESCAPE AND RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.0 S.F. AT GRADE FLOOR ONLY AND 5.7 S.F. MIN. ELSEWHERE NET CLEAR. OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MIN. NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHESABOVE THE FLOOR.

9. PROVIDE DRYER VENT DIRECTLY TO THE OUTSIDE W/ BACKDRAFT DAMPER. PROVIDE A MIN. OF100 SQ. IN. OF MAKEUP AIR PER CMC 205 AND 504.3.1. A MIN. 4" EXHAUST DUCT MUST BE PROVIDED. A FLEXIBLE DUCT CANNOT EXTEND MORE THAN 6 FT. AND CANNOT BE CONCEALED OR 14FT. WITH A MAX. OF TWO 90º ELBOWS.A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE


MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT.

10. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6).

11. PROVIDE 42" HIGH GUARDRAIL

12. PROVIDE TYPE 5/8" 'X' GYPSUM BOARD AT ALL COMMON WALLS OF GARAGE AND HABITABLE AREA. PROVIDE 26 GA. SHEET STEEL DUCT IN GARAGE OR OTHER APPROVED MATERIAL AND THERE SHALL BE NO OPENINGS FROM THE DUCTS INTO THE GARAGE, IF ANYPENETRATION OCCURS AT ONE HOUR WALL SEPARATION. PROVIDE 5/8" TYPE 'X' GYP. BD. AT CEILING.OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS ARE TO BE PROTECTEDAS REQUIRED BY (SECTION R302.2).

13. PROVIDE MECHANICALLY VENTILATED KITCHEN FAN WITH A MINIMUM VENTILATION RATE OF100 CFM INTERMITTENT OR 25 CFM CONTINUOUS IN ACCORDANCE WITH CMC TABLE 403.7[CMC 403.7]

14. WET BAR WITH NO HOT WATER, NO GARBAGE DISPOSAL, NO 220v. ELECTRICAL, NO GAS OUTLET AND NO MORE THAN 10 SQ. FT. OF COUNTER SURFACE AREA.

15. VELUX SKYLIGHT R.R. #25885 OR EQUAL. UNIT SKYLIGHTS IS TESTED AS COMPLYING WITH AAMA / WDMA / CSA101/1.S.2/A440, THE APPROVED LABELING AGENCY, THE PRODUCT DESIGNATION AND THE PERFORMANCE GRADE RATING AS SPECIFIED IN AAMA/WDMA/CSA101/1.S.2/A440. GLASS OR PLASTIC SKYLIGHTS TO BE MOUNTED AT LEAST 4" CURB ABOVE THE ROOF SLOPES LESS THAN 3:12. (2405.4; 2610.2) GLASS SKYLIGHTS SHALLCOMPLY WITH SECTION 2405. PLASTIC SKYLIGHTS SHALL COMPLY WITH SECTION 2610.

16. ADVANCED WATERPROOF COATINGS AVM SYSTEM 100 - AVM Industries, LLCI.C.C. #ESR-2125

17. TANKLESS WATER HEATER. SEE CF-1R FOR ENERGY EFFICIENCY. WATER HEATER WHICH ARE OVER 4 FEET IN HEIGHT FROM THE BASE TO THE TOP OF THE TANK BASE AND HAVE NONRIGID WATER CONNECTIONS SHALL BE ANCHORED OR STRAPPED TO PREVENT HORIZONTAL AND VERTICAL DISPLACEMENT IN THE EVENT OF AN EARTHQUAKE. PROVIDE A T & P VALVE WITH HARD PIPING TO THE EXTERIOR TERMINATING 6" - 24" ABOVE GRADE WITHAN UNTHREADED ELBOW TURNED DOWNWARD. R-4 INSULATION SHALL BE INSTALLED ON THE FIRST 5 FEET OF HOT AND COLD WATER PIPES. ALL HOT WATER PIPING 3/4" OR LARGER, FROM THE WATER HEATER TO THE KITCHEN FIXTURES SHALL HAVE R-4 INSULATION. INSTALLON LEVEL CONCRETE OR OTHER APPROVED BASE NOT LESS THAN 3" ABOVE THE ADJOININGGROUND.

18. AUTOMATIC IRRIGATION SYSTEM CONTROLLER WITH WEATHER CONTROLLER. MANUFACTURER "CYBER-RAIN" MODEL XCI CONTROLLER SPECIFICATIONS:General # Zones: 8 or 16 Range: Up to 300 feetIndoor/Outdoor: Indoor only # Controllers per Installation: UnlimitedElectrical Input Power: 120VAC (60Hz)

Output Power: 24 VAC (60Hz) 0.75 amps (max) per zone (including Master Valve) UL listed transformer

Sensors/Remotes Rain Sensors Compatible with most rain sensors that have a dry contact interface

19. MIN. 1" (inside diameter) LISTED RACEWAY 208/240 V 40 amp, GROUNDED AC OUTLET FOR FUTURE ELECTRIC VEHICLE CHARGING STATION . SEE NOTE ABOVE

20. ROOF DRAINS WITHIN WALLS

FIRST FLOOR PLANScale: 1/8" = 1'-0"1

GUEST BEDROOM

2 4 6 8 10 12 14 16 18

2 4 6 8

North

D-002

W-1

0

W-11

W-12W-13W-14

W-1

5

W-1

9

D-05

D-06

D-01D-02

D-03

D-07 D-08

D-10

W-16

D-16

D-18

D-20

D-21

D-22

D-24

D-25

D-26

D-27

D-28

D-29

D-30

D-31

D-34

D-35

D-36

LIVING ROOM

ENTRY HALL

FAMILY

KITCHEN

LIVING

STORAGE

D-12

PANTRY

LAUNDRY

GARAGE

UTILITYROOM

MECHANICAL ROOM

STUDIO

OFFICE

UP

WET BAR

PWDR. #2

PWDR. #1

HALL

W-20

D-37

CLO.

DWEL

LING

FIRS

T FL

OOR

PLAN

A2.0

CLO. BATH #1

AA4.0

29'-0" 22'-7" 22'-5"74'-0"

STAIR #1

STAIR #2

NEW METAL STUD WALL PER STRUCTURAL PLANS& R-21 INSULATION

WALL LEGEND:

FLOOR PLAN NOTES: X

AA4.0

15'-9

"

BA4.0

BA4.0

W-17

CA4.1

CA4.1

DA4.1

DA4.1

EA4.2

EA4.2

FA4.2

FA4.2

GA4.3

GA4.3 W

-07

D-32

HA4.3

HA4.3

44'-6

1/8"

4'-9"

29'-2

"5'-

0"13

'-9"

112'-

11"

119'-

10"

EQ. EQ.

D-001`

EQ.

EQ.

W-0

3

D-11

JA4.4

KA4.4

LA4.5

JA4.4

KA4.4

ART STORAGE / SAFE ROOM

LA4.5

9'-10

"17

'-8"

16'-0

"19

'-6"

5'-0"

28'-4

"

11'-9" 45'-0" 20'-0" 55'-6"4'-2"

W-06

1'-0"

4'-0"

20'-6

"

2'-1"

D-04

5'-5"7'-1" 11'-4"

4'-0"

9'-11

"7'-

9"

2'-6"

20'-0

"20

'-0"

2'-0"

6'-8"

UP

D-17

15'-3"

D-09

63'-0

"

2'-11

"

W-1

8

9'-3" 19'-7"

5'-4"

5'-5" 6'-4"D-14

2'-5"

D-19

1'-0"

9'-6"

3'-1"

7'-0"

132'-3"

6'-11

3/4"

4'-11

"

13'-0" 4'-8" 27'-4"

4'-0"

W-0

5

13'-6

"

9'-0"

2'-6"

27'-0

"

52'-0

"

D-33

3'-3"W

-08

8'-0" 8'-0"16'-0"

W-09

11'-6

"

5'-3"

2'-9"

3'-4"

9'-0"

3'-6"

9'-0"

3'-6"

3'-10" 3'-10" 6'-7" 3'-5"

D-38

2'-0"

12'-5

"

D-231/4" PER 12"

3'-7"

27'-1

"

4'-10

"

W-0

4

1A2.3

SD

SD

CM

1

2

D-15

D-13 3'-8"

6'-6"

2A2.3

8

9

10

10

12

13

14

15

15

15

18

17

19

3A2.3

20

20

20

20

INTERIOR COURT

EVSE NOTES:Install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into alisted cabinet, box or other enclosure in close proximity to the proposed location of an EV char- ger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.1. The panel or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch

circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.2. The service panel or subpanel circuit directory shall identify the overcurrent protective device

space(s) reserved for future EV charging as EV CAPABLE. The raceway termination location shall be permanent and visibly marked EV CAP ABLE.

3. The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere

minimum branch circuit. A separate electrical permit is required.4. The service panel or subpanel circuit directory shall identify the overcurrent protective device

space(s) reserved for future EV charging purposes as EV CAPABLE in accordance with the California Electrical Code.

20

20

20

20 20

20 20

20

20

3'-0"

LINE OF SECONDFLOOR ABOVE

LINE OF SECOND FLOOR ABOVE

120'-6"

Floor Finish: Concrete Slab














Floor Finish:Concrete Slab

15

15

10'-0"

10'-0"

CL

W-001

W-16a

D-33

a

2'-8"

20'-6"

CL

4'-0"

ROOF

ABO

VE

8,065 S.F. GROSS+GARAGE. 763 S.F.

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

HARI

N RO

ADVE

NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

FO

O

NO.C22658

A

AST TE

RE MTSIGE RE

TO

D PR

I

RNIFOCF AL

A

RASIOK.

SKI TI

HC

LANS OISE

S

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printed 4.11.19

D-40

D-41

D-42

CLOSET

CLOSET4

5

DWEL

LING

SECO

ND F

LOOR

PLA

N

A2.1SECOND FLOOR PLANScale: 1/8" = 1'-0"1

8 10 12 14 16 18

14'-9

"

4'-0"

6 8 10 12 14 16 18

W-30

W-2

2W

-23

W-2

6

W-24

W-2

5

W-28W-32

D-39

D-43

D-44

D-46D-47

D-48

North

MASTER BEDROOM

MASTERBATH

BATH #2BEDROOM #2

W-33

D-45

W-21

D-49

DN.CLOSET

DN.

SD

SD

29'-0" 45'-0"

11'-4" 4'-0" 9'-0" 20'-8"

Align withwindow below

Align

with

wind

ow be

low

28'-3

"14

'-4"

20'-5

"

Equa

lEq

ual

W-2

9

6

A2.3

6A2.3

10'-0" 19'-0"

UP

5'-4"

7'-2 3

/4"6'-

5 1/4"

4'-6"

4'-0"

9'-10" 31'-2"

41'-0"

11'-1

"4'-

6"4'-

10"

W-2

7

13'-10"

9'-10"TERRACE

DECK

W-3

1

63'-0

"

1. APPROVED CARBON MONOXIDE DETECTOR RECEIVING ITS PRIMARY SORCE OF POWER FROMTHE BUILDING WIRING AND HAVING BATTERY BACK-UP SHALL BE INSTALLED OUTSIDE OF EACHSEPARATE SLEEPING AREA OR BEDROOM(S) AND ONE ON EVERY LEVEL OF THE DWELLING INCLUDING BASEMENTS. WHERE MORE THAN ONE ALARAM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE ALARMS SHALL BE INTERCONNECTED

IN SUCH A MANNER THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL THE ALARMS IN THE UNIT.THE ALRAM IS PERMITTED TO BE SOLELY BATERY OPERATED WHERE THE WORK DOES NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES, OR THERE IS NO ACCESS THROUGHAN ATTIC, BASEMENT OR CRAWL SPACE. (CRC R315.1)

2. HARD-WIRE FIRE MARSHALL APPROVED SMOKE DETECTOR. SMOKE DETECTORS, MUST RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITHBATTERY BACKUP, SHALL BE MOUNTED ON THE CEILING OR WALL OF EACH EXISTING ROOM USED FOR SLEEPING PURPOSES AND AT A POINT CENTRALLY LOCATED ON THE WALL ORCEILING OF THE EXISTING CORRIDOR OR AREA GIVING ACCESS TO THESE ROOMS. SMOKE DETECTORS SHALL BE LOCATED NO MORE THAN 12 INCHES BELOW THE CEILING OF THE ROOMOR CORRIDOR IN WHICH THE SMOKE DETECTOR IS REQUIRED TO BE INSTALLED. IN EXISTINGCONSTRUCTION SMOKE DETECTORS MAY BE BATTERY OPERATED, INSTALLED IN LOCATION AS SPECIFIED ABOVE. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED, THESMOKE ALARM SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONEALARM WILL ACTIVATE ALL OF THE ALARM. (R314.4 CRC)

3. SHOWERS SHALL HAVE FLOORS AND WALLS FINISHED WITH SMOOTH, HARD, NON-ABSORBENTSURFACES SUCH AS PORTLAND CEMENT, CONCRETE CERAMIC TILE OR OTHER APPROVEDMATERIAL TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET. MATERIALS OTHERTHAN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. GLAZING USED IN DOORS AND PANELS OF SHOWER ANDBATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVEDPLASTIC. WHEN GLASS IS USED IT SHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH WHEN FULLY TEMPERED, OR 1/4 INCH WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF C.B.C. STANDARD NO. 54-2. TABLE 4.303.2 MAXIMUM FLOW RATE AT ≥ 20 percent REDUCTION 2 gpm @ 80 psi SHOWERS AND SHOWER-TUBS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMALSHOCK PROTECTION. [§ 418 CPC] SHOWERS AND TUB-SHOWER COMBINATION VALVES REQUIRED BY THIS SECTION SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUMSETTING OF THE VALVE TO 120 DEGREES F. [CPC 408.3]

4. WATER CLOSET SHALL BE LOCATED IN A CLEAR NOT LESS THAN 30 INCHES IN WIDTH AND HAVEA CLEAR SPACE IN FRONT OF THE WATER CLOSET STOOL OF NOT LESS THAN 24 INCHES. ULTRALOW FLUSH. TABLE 4.303.2 MAXIMUM FLOW RATE AT ≥ 20 percent REDUCTION 1.28 gallons/flush

5. PROVIDE MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE, CAPABLEOF PROVIDING 50 CFM INTERMITTENT VENTILATION EXHAUSTED DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING.THE EXHAUST VENT SHALL BE EQUIPPED WITH BACKDRAFT DAMPER TO COMPLY WITH ENERGY REGULATIONS. SHALL BE "ENERGY STAR" COMPLIANT. (R303.3)A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE


MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITYRANGE OF 50 TO 80 PERCENT.

6. PROVIDE A PERMANENTLY ACCESSIBLE 12-INCH SQUARE BATHTUB TRAP ACCESS OR PROVIDE A NONSLIP- JOINT TRAP WILL BE USED. [§ 404.2 CPC] PROVIDE A REMOVABLE PANEL FOR THE WHIRLPOOL BATHTUB PUMP. THE PANEL SHALL BE LARGE ENOUGH TO ACCESS AND REMOVE THE PUMP. [§ 414.1 CPC]

7. ATTIC ACCES OPENING SHALL NOT BE LESS THAN 22" x 30". THIRTY-INCH MIN. HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING.

8. ALL EMERGENCY ESCAPE AND RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.0 S.F. AT GRADE FLOOR ONLY AND 5.7 S.F. MIN. ELSEWHERE NET CLEAR. OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MIN. NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHESABOVE THE FLOOR.

9. PROVIDE DRYER VENT DIRECTLY TO THE OUTSIDE W/ BACKDRAFT DAMPER. PROVIDE A MIN. OF100 SQ. IN. OF MAKEUP AIR PER CMC 205 AND 504.3.1. A MIN. 4" EXHAUST DUCT MUST BE PROVIDED. A FLEXIBLE DUCT CANNOT EXTEND MORE THAN 6 FT. AND CANNOT BE CONCEALED OR 14FT. WITH A MAX. OF TWO 90º ELBOWS.A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE


MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT.

10. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6).

11. PROVIDE 42" HIGH GUARDRAIL

12. PROVIDE TYPE 5/8" 'X' GYPSUM BOARD AT ALL COMMON WALLS OF GARAGE AND HABITABLE AREA. PROVIDE 26 GA. SHEET STEEL DUCT IN GARAGE OR OTHER APPROVED MATERIAL AND THERE SHALL BE NO OPENINGS FROM THE DUCTS INTO THE GARAGE, IF ANYPENETRATION OCCURS AT ONE HOUR WALL SEPARATION. PROVIDE 5/8" TYPE 'X' GYP. BD. AT CEILING.OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS ARE TO BE PROTECTEDAS REQUIRED BY (SECTION R302.2).

13. PROVIDE MECHANICALLY VENTILATED KITCHEN FAN WITH A MINIMUM VENTILATION RATE OF100 CFM INTERMITTENT OR 25 CFM CONTINUOUS IN ACCORDANCE WITH CMC TABLE 403.7[CMC 403.7]

14. WET BAR WITH NO HOT WATER, NO GARBAGE DISPOSAL, NO 220v. ELECTRICAL, NO GAS OUTLET AND NO MORE THAN 10 SQ. FT. OF COUNTER SURFACE AREA.

15. VELUX SKYLIGHT R.R. #25885 OR EQUAL. UNIT SKYLIGHTS IS TESTED AS COMPLYING WITH AAMA / WDMA / CSA101/1.S.2/A440, THE APPROVED LABELING AGENCY, THE PRODUCT DESIGNATION AND THE PERFORMANCE GRADE RATING AS SPECIFIED IN AAMA/WDMA/CSA101/1.S.2/A440. GLASS OR PLASTIC SKYLIGHTS TO BE MOUNTED AT LEAST 4" CURB ABOVE THE ROOF SLOPES LESS THAN 3:12. (2405.4; 2610.2) GLASS SKYLIGHTS SHALLCOMPLY WITH SECTION 2405. PLASTIC SKYLIGHTS SHALL COMPLY WITH SECTION 2610.

16. ADVANCED WATERPROOF COATINGS AVM SYSTEM 100 - AVM Industries, LLCI.C.C. #ESR-2125

17. TANKLESS WATER HEATER. SEE CF-1R FOR ENERGY EFFICIENCY. WATER HEATER WHICH ARE OVER 4 FEET IN HEIGHT FROM THE BASE TO THE TOP OF THE TANK BASE AND HAVE NONRIGID WATER CONNECTIONS SHALL BE ANCHORED OR STRAPPED TO PREVENT HORIZONTAL AND VERTICAL DISPLACEMENT IN THE EVENT OF AN EARTHQUAKE. PROVIDE A T & P VALVE WITH HARD PIPING TO THE EXTERIOR TERMINATING 6" - 24" ABOVE GRADE WITHAN UNTHREADED ELBOW TURNED DOWNWARD. R-4 INSULATION SHALL BE INSTALLED ON THE FIRST 5 FEET OF HOT AND COLD WATER PIPES. ALL HOT WATER PIPING 3/4" OR LARGER, FROM THE WATER HEATER TO THE KITCHEN FIXTURES SHALL HAVE R-4 INSULATION. INSTALLON LEVEL CONCRETE OR OTHER APPROVED BASE NOT LESS THAN 3" ABOVE THE ADJOININGGROUND.

18. AUTOMATIC IRRIGATION SYSTEM CONTROLLER WITH WEATHER CONTROLLER. MANUFACTURER "CYBER-RAIN" MODEL XCI CONTROLLER SPECIFICATIONS:General # Zones: 8 or 16 Range: Up to 300 feetIndoor/Outdoor: Indoor only # Controllers per Installation: UnlimitedElectrical Input Power: 120VAC (60Hz)

Output Power: 24 VAC (60Hz) 0.75 amps (max) per zone (including Master Valve) UL listed transformer

Sensors/Remotes Rain Sensors Compatible with most rain sensors that have a dry contact interface

19. MIN. 1" (inside diameter) LISTED RACEWAY 208/240 V 40 amp, GROUNDED AC OUTLET FOR FUTURE ELECTRIC VEHICLE CHARGING STATION .

20. 4" Ø ROOF DRAINS WITHIN WALLS


WALL LEGEND:

FLOOR PLAN NOTES: X

20

20

20

NOTE:SEE SHEET A3.0 ROOF PLAN FOR ROOF DRAINS

AA4.0

AA4.0

BA4.0

BA4.0

CA4.1

CA4.1

DA4.1

DA4.2

EA4.2

EA4.2

FA4.2

FA4.2

GA4.3

GA4.3

HA4.3

HA4.3

JA4.4

KA4.4

LA4.5

JA4.4

KA4.4

LA4.5

13'-2

"34

'-0"

12'-1

0"

2

3

6

3

3 6

2

4 5

5

W-34

W-353'-8"

8'-0"

2,112 S.F. GROSS

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

HARI

N RO

ADVE

NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

FO

O

NO.C22658

A

AST TE

RE MTSIGE RE

TO

D PR

I

RNIFOCF AL

A

RASIOK.

SKI TI

HC

LANS OISE

S

N

printed 4.11.19

3'-0"

1. APPROVED CARBON MONOXIDE DETECTOR RECEIVING ITS PRIMARY SORCE OF POWER FROM THE BUILDING WIRING AND HAVING BATTERY BACK-UP SHALLBE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA OR BEDROOM(S)AND ONE ON EVERY LEVEL OF THE DWELLING INCLUDING BASEMENTS. WHEREMORE THAN ONE ALARAM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE ALARMS SHALL BE INTERCONNECTED INSUCH A MANNER THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL THE ALARMSIN THE UNIT. THE ALRAM IS PERMITTED TO BE SOLELY BATERY OPERATED WHERETHE WORK DOES NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES,OR THERE IS NO ACCESS THROUGH AN ATTIC, BASEMENT OR CRAWL SPACE.(CRC R315.1)

2. HARD-WIRE FIRE MARSHALL APPROVED SMOKE DETECTOR.NEW SMOKE DETECTORS, MUST RECEIVE THEIR PRIMARY POWER FROM THEBUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP, SHALLBE MOUNTED ON THE CEILING OR WALL OF EACH EXISTING ROOM USED FOR SLEEPING PURPOSES AND AT A POINT CENTRALLY LOCATED ON THE WALL ORCEILING OF THE EXISTING CORRIDOR OR AREA GIVING ACCESS TO THESE ROOMS. SMOKE DETECTORS SHALL BE LOCATED NO MORE THAN 12 INCHES BELOW THE CEILING OF THE ROOM OR CORRIDOR IN WHICH THE SMOKE DETECTOR IS REQUIRED TO BE INSTALLED. IN EXISTING CONSTRUCTIONSMOKE DETECTORS MAY BE BATTERY OPERATED, INSTALLED IN LOCATION AS SPECIFIED ABOVE. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BEINSTALLED, THE SMOKE ALARM SHALL BE INTERCONNECTED IN SUCH A MANNERTHAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARM.(R314.4 CRC)

3. SHOWERS SHALL HAVE FLOORS AND WALLS FINISHED WITH SMOOTH, HARD, NON-ABSORBENT SURFACES SUCH AS PORTLAND CEMENT, CONCRETE CERAMIC TILE OR OTHER APPROVED MATERIAL TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET. MATERIALS OTHER THAN STRUCTURALELEMENTS USED IN SUCH WALLS SHALL BE OF A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. GLAZING USED IN DOORS AND PANELSOF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED ITSHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH WHEN FULLY TEMPERED, OR 1/4 INCH WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF C.B.C. STANDARD NO. 54-2.TABLE 4.303.2 MAXIMUM FLOW RATE AT ≥ 20 percent REDUCTION 2 gpm @ 80 psiSHOWERS AND SHOWER-TUBS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALDAND THERMAL SHOCK PROTECTION. [§ 418 CPC]SHOWERS AND TUB-SHOWER COMBINATION VALVES REQUIRED BY THISSECTION SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUM SETTINGOF THE VALVE TO 120 DEGREES F. [CPC 408.3]

4. WATER CLOSET SHALL BE LOCATED IN A CLEAR NOT LESS THAN 30 INCHES IN WIDTH AND HAVE A CLEAR SPACE IN FRONT OF THE WATER CLOSET STOOL OF NOT LESS THAN 24 INCHES. ULTRA LOW FLUSH.TABLE 4.303.2 MAXIMUM FLOW RATE AT ≥ 20 percent REDUCTION 1.28 gallons/flush

5. PROVIDE MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE, CAPABLE OF PROVIDING 50 CFM INTERMITTENT VENTILATIONEXHAUSTED DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING. THE EXHAUST VENT SHALL BE EQUIPPED WITH BACKDRAFT DAMPER TO COMPLY WITH ENERGY REGULATIONS. SHALL BE "ENERGY STAR" COMPLIANT. (R303.3)A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE

OUTSIDE THE BUILDING.B. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION

SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.

HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT.

7. ALL EMERGENCY ESCAPE AND RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.0 S.F. AT GRADE FLOOR ONLYAND 5.7 S.F. MIN. ELSEWHERE NET CLEAR. OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MIN. NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR.

8. NORITZ TANKLESS WATER HEATER EZ111

9. ROOF DRAINS WITHIN WALLS

ACCE

SSOR

Y DW

ELLIN

G UN

ITFL

OOR,

ROO

F PL

ANS,

SEC

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EVAT

IONS

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ES

A2.2FLOOR PLANScale: 1/4" = 1'-0"1

North

LIVING ROOM

BEDROOM #1

BATH #1BATH #2

BEDROOM #2

Shower

39'-4"

13'-4" 12'-8" 13'-4"

17'-1

0"

11'-7

"6'-

3"

4'-0"

7'-0"

10'-0" 3'-4" 16'-0" 10'-0"

3'-0"

1'-0"

3'-0"

10"

FLOOR PLAN NOTES:

WALL LEGEND:


X

AA2.2

AA2.2

ROOF PLANScale: 1/4" = 1'-0"2

14'-4

"9'-0

"

LIVING ROOM BEDROOM #1BEDROOM #2

SECTION 'A'Scale: 1/4" = 1'-0"3

CM

SD

SDSD

1/4" PER 12"MIN.

NOTE:ROOF COVERING TO BE ROLL ROOFING CLASS 'A' MIN.POLYGLASS MODIFIED BITUMINOUS SHEET ROOFING I.C.C. ESR-2018

110°

270°

120 S.F. OF FUTUREELECTRICAL SOLAR

PANEL INSTALLATION

1

2

2'-11

"

3

5

4

3

5

4

77

12'-0

"

9

1A6.0

ROOF DRAIN &OVERFLOW TYP.

DOOR SCHEDULE - ADUSYMBOL ROOM SIZE TYPE MTL. GLAZING SCREEN Assembly REMARKS

WIDTH HEIGHT AREA S.F. U-Value SHGCD-01 Living Room 12'8" 9'0" 114.0 B Metal Tempered GlassD-02 Living Room 12'8" 9'0" 114.0 B Metal Tempered GlassD-03 Bath #2 2'8" 8'0" E WoodD-04 Closet 2'4" 8'0" E WoodD-05 Bedroom #2 2'8" 8'0" D WoodD-06 Bedroom #1 2'8" 8'0" D WoodD-07 Closet 2'4" 8'0" E WoodD-08 Bath #1 2'8" 8'0" E Wood

TOTAL 228

D-00

D-01

D-02

D-05D-04

D-03

D-06 D-07

D-08

WINDOW SCHEDULE - Pool HouseSYM. SIZE Vent. TYPE MTL. GLAZING INSECT Egress REMARKS

Width Height Area S.F. Area U-Factor SHGC SCREENFIRST FLOOR

W-01 1'9" 1'9" 3.06 1.53 C Alum. NoW-02 3'6" 9'0" 31.50 15.75 A Alum. Yes Tempered GlassW-03 12'0" 9'0" 108.00 54.00 B Alum. Tempered GlassW-04 12'0" 9'0" 108.00 54.00 B Alum. Tempered GlassW-05 10'8" 9'0" 96.00 48.00 B Alum. Yes Tempered GlassW-06 1'9" 1'9" 3.06 1.53 C Alum. No

TOTAL 699

W-00

W-03 W-04

W-0

2W

-01

W-0

6W

-05

2'-6"2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

15'-0

"

3'-0"

2'-6"

AIR IMPERMEABLE DEMILEC Heatlok Soy 200 Plus Spray -Applied Polyurethane FoamInsulation I.C.C. #ESR-3210 - R value per Title 24



A B C

FIXED

D E

OVEN SINK

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

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ADVE

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A CO

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TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

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printed 4.11.19

1/4" : 1

2"

TYP.

1/4" PER 12"MIN.

W-32

W-336

A2.3

6A2.3

W-3

1

ROOF

PLA

N

A3.0ROOF PLANScale: 1/8" = 1'-0"1

North

UP

NOTE:ROOF COVERING TO BE ROLL ROOFING CLASS 'A' MIN.POLYGLASS MODIFIED BITUMINOUS SHEET ROOFING I.C.C. ESR-2018

DRAINS WITHINWALLS

4" Ø DECK DRIAN

DECK

10A0.2



DECK DRAINTYP.

AA4.0

AA4.0

BA4.0

BA4.0

CA4.1

CA4.1

DA4.1

DA4.2

EA4.2

EA4.2

FA4.2

FA4.2

GA4.3

GA4.3

HA4.3

HA4.3

JA4.4

KA4.4

LA4.5

JA4.4

KA4.4

LA4.5

13A0.2

DECK DRAINTYP.

TRELLIS

TRELLIS

TRELLIS


PANEL INSTALLATION


PANEL INSTALLATION

13A0.2


PANEL INSTALLATION


PANEL INSTALLATION

SOLAR ZONE NOTES:1. The solar zone shall be free of obstructions and be setback at least two times the height

of any obstruction, including but not limited to, vents, chimneys, and equipment.2. The main electrical service panel shall have a reserved space to allow for installation of a

double pole circuit breaker for a future solar electric installation. The reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location and shall be permanently marked as ‘For Future Solar Electric’.”

3. For roof slopes > 2:12, the solar zone shall not be located higher than (18-inches) (3-feet) below the ridge and shall not be located closer than 18-inches to a hip or valley if placed on both sides of the hip or valley.

4. For roof slopes > 2:12, provide a minimum 3 foot- wide clear access pathway (measure from the load bearing wall to the solar zone) to the ridge on all side of each roof slope where the solar zones are located.

5. A copy of the construction documents or a comparable document indicating the information from Energy Code Sections 110.10(b) through 110.10(c) shall be provided to the occupant.

2'-6" Parapet Typ.

2'-6"

Par

apet

Typ.

DRAINS BELOWWINDOW

2'-6" Parapet Typ.

2'-6"

Par

apet

Typ.

110°

270°

10

A0.2


10A0.2

A/CRET.

DUCTLESS A/C

A/CRET.

A/C

RET

.

A/CRET.

A/C1ST

FLOOR

A/C2ND

FLOOR

A/CRET.

A/C2ND

FLOOR

?

A/C1ST

FLOOR

A/CRET.

2'-0"

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

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ESID

ENCE

9522

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A CO

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TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

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printed 4.11.19

A Subsidiary of

0

000

Most Widely Accepted and Trusted

ICC‐ES Evaluation Report ESR‐3210Reissued 03/2019

This report is subject to renewal 03/2020.ICC‐ES | (800) 423‐6587 | (562) 699‐0543 | www.icc‐es.org

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

Copyright © 2019 ICC Evaluation Service, LLC. All rights reserved.

“2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence”

DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION

REPORT HOLDER:

DEMILEC (USA) INC.

EVALUATION SUBJECT:

HEATLOK SOY® 200 PLUS SPRAY‐APPLIED POLYURETHANE FOAM INSULATION

6'-11

5/8"

A4.0

SECTION 'B'Scale: 1/4" = 1'-0"2

10'-0

" PL.

HT.

13'-0

"

10'-0

"

SECTION 'A'Scale: 1/4" = 1'-0"1

10'-0

" PL.

HT.

13'-0

"

4'-0"

LIVING ROOMFAMILY

FAMILY CLO. BATH #1

GUEST BEDROOM

MASTER BEDROOMCLOSETMASTERBATH

10'-0

"

2

4

6

8

10

12

14

16

18

7 5/8"

11"

STAIR #1

M. BEDROOMSHOWER

SECT

ION

A &

B

AIR IMPERMEABLE DEMILEC Heatlok Soy 200 Plus Spray -Applied Polyurethane FoamInsulation I.C.C. #ESR-3210 - R-50


METAL STUDS PERSTRUCT. PLANS W/MIN. R-30 INSUL.






5/8" TYPE 'X' GYP. BD.

10'-0

" PL.

HT.

4'-0"

2'-6"2'-6"


2'-6"2'-6"

8A0.2

14A0.2

14A0.2

14A0.2

14A0.2

8A0.2

8A0.2

7A0.2

4A0.2

8A0.2

8A0.2

8A0.2

7A0.2

4A0.2

8A0.2

FLOOR FRM'G PERSTRUCT. PLANS W/MIN. R-19 INSUL.


REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

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ADVE

NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

FO

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printed 4.11.19

A4.1

SECTION 'D'Scale: 1/4" = 1'-0"2

SECTION 'C'Scale: 1/4" = 1'-0"1

10'-0

"10

'-0"

13'-0

"

4'-0"

1'-6"

10'-0

"FAMILY

TERRACE

SECT

ION

C &

D

ENTRY HALL

Spa

DECK

10'-0

"13'-

0"

4'-0"

10'-0

"

KITCHEN

BEDROOM #2BATH #2

10'-0

"

POWDER LIVING ROOM

AIR IMPERMEABLE DEMILEC Heatlok Soy 200 Plus Spray -Applied Polyurethane FoamInsulation I.C.C. #ESR-3210 - R value per Title 24R-50




AIR IMPERMEABLE DEMILEC Heatlok Soy 200 Plus Spray -Applied Polyurethane FoamInsulation I.C.C. #ESR-3210 - R value per Title 24R=50



SKYLIGHTBEYOND

14A0.2

14A0.2

14A0.2

14A0.2

8A0.2

8A0.2

8A0.2

8A0.2

7A0.2

7A0.2

7A0.2

8A0.2

4A0.2

36" ±

15A0.2

11"

7 5/8"


17'-0"

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

HARI

N RO

ADVE

NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

FO

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A

RASIOK.

SKI TI

HC

LANS OISE

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printed 4.11.19

SECTION 'F'Scale: 1/4" = 1'-0"2

SECTION 'E'Scale: 1/4" = 1'-0"1

A4.2

SECT

ION

E &

F

10'-0

"10

'-0"

4'-0"

1'-6"

10'-0

"

HALL

GARAGELAUNDRY HALL OFFICEINTERIOR COURT

6"

13'-0

"

10'-0

" 12'-0

"




METAL STUDS PER STRUCT. PLANS W/MIN. R-30 INSUL.



2'-6"

4'-0"

14A0.2

14A0.2

4A0.2

4A0.2

7A0.2

7A0.2

7A0.2

8A0.2

8A0.2

8A0.2

8A0.2

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

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NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

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printed 4.11.19

STUDIO

16'-6

"

13'-0

"

14'-0

"

A4.3

SECTION 'H'Scale: 1/4" = 1'-0"2

SECTION 'G'Scale: 1/4" = 1'-0"1

SECT

ION

G &

H

HALL STUDIO

16'-6

"

13'-0

"

14'-0

"

MECHANICAL ROOMART STORAGE / SAFE ROOM

19'-6

"

4'-0"AIR IMPERMEABLE DEMILEC Heatlok Soy 200 Plus Spray -

Applied Polyurethane FoamInsulation I.C.C. #ESR-3210 - R value per Title 24R-50

AIR IMPERMEABLE DEMILEC Heatlok Soy 200 Plus Spray -Applied Polyurethane FoamInsulation I.C.C. #ESR-3210 - R value per Title 24, R-50





19'-6

"

14A0.2

14A0.2

14A0.2

14A0.2

8A0.2

8A0.2

8A0.2

8A0.2

8A0.2

8A0.2

4A0.2

4A0.2

7A0.2

7A0.2



REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

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ADVE

NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

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printed 4.11.19

10'-0

"

10'-0

"

FAMILY

DECK

SECTION 'K'Scale: 1/4" = 1'-0"2

SECTION 'J'Scale: 1/4" = 1'-0"1

SECT

ION

J & K

KITCHEN HALL LAUNDRY UTILITY ROOMCLOSET HALL ART STORAGE / SAFE ROOM

13'-0

"

ROOF ROOF

13'-0

"

LIVING ROOM CLOSET POWDER STAIRS #2 GARAGE HALL ART STORAGE / SAFE ROOMENTRY HALL

A4.4

TERRACEM. BATH M. BATH HALL CLOSETSHOWER




5/8" TYPE 'X' GYP. BD.METAL STUDS PERSTRUCT. PLANS W/MIN. R-30 INSUL.










3'-6"

3'-6"

14A0.2

14A0.2

14A0.2

14A0.2

14A0.2

14A0.2

8A0.2

8A0.2

8A0.2

8A0.2

8A0.2

8A0.2

8A0.2

4A0.2

4A0.2

4A0.2

4A0.2

4A0.2

4A0.2

8A0.2

8A0.2



REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

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A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

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printed 4.11.19

OFFICE STUDIO

14'-0

"

SECT

ION

L

A4.5

SECTION 'L'Scale: 1/4" = 1'-0"1

OFFICE

9'-0"

7'-6"


METAL STUDS PERSTRUCT. PLANS W/MIN. R-30 INSUL. TYP.



18'-6

"

12'-0

"

14A0.2

14A0.2

8A0.2

8A0.2

8A0.2

4A0.2

4A0.2


REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

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ESID

ENCE

9522

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A CO

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INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

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printed 4.11.19

A5.0

SOUTH ELEVATIONScale: 3/16" = 1'-0"1

SOUT

H &

WES

T EL

EVAT

IONS

9'-9 3

/4"

19'-6

"

19'-1

0"

24'-1

0"

WEST ELEVATIONScale: 3/16" = 1'-0"2

16'-6

"1'-

0"

11'-6"

12A0.2

12A0.2

12A0.2

10'-0

"

CL

4A6.0

STUCCO FINISH (TYP.)

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

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A CO

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TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

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printed 4.11.19

A5.1

NORT

H &

EAST

ELE

VATI

ONS

NORTH ELEVATIONScale: 3/16" = 1'-0"1

10'-0

"

19'-1

0"

24'-1

0"

16'-6

"1'-

0"

11'-8"

8'-10

"

19'-6

"

EAST ELEVATIONScale: 3/16" = 1'-0"2

19'-6

"

10'-0

"

4'-0"

24'-1

0"

10'-0

"10

'-0"

13'-0

"

12A0.2

12A0.2

12

A0.2

12

A0.2


REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

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A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

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FO

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printed 4.11.19

15'-0

"

15'-4

"

9'-0"

15'-0

"

15'-4

"

9'-0"

12A0.2

A5.2

EAST ELEVATIONScale: 1/4" = 1'-0"3

ACCE

SSOR

Y DW

ELLIN

G UN

IT:

ELEV

ATIO

NS

NORTH ELEVATIONScale: 1/4" = 1'-0"1

WEST ELEVATIONScale: 1/4" = 1'-0"4

SOUTH ELEVATIONScale: 1/4" = 1'-0"2

7'-3"

7'-3"


REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

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NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

FO

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A

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SK

I TIHC

LANS OISE

S

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printed 4.11.19

REVISIONS BY

DATE: JAN. 21, 2020

SCALE: NOTED

DRAWN: T.O.

SHEET

OF SHEETS

ARNO

LDI R

ESID

ENCE

9522

COT

HARI

N RO

ADVE

NTUR

A CO

UNTY

TOMASOSINSKIDESIGN

INC.

ARCHITECT


CALIFORNIA 90065

323 2260576FAX 323 2278803

1/31/17Exp. Date

FO

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printed 4.11.19

PLAN VIEW GAZEBO 1167 s.f.

PLAN VIEW GAZEBO 2167 s.f.

ELEVATION GAZEBO 1 ELEVATION GAZEBO 2

11'-

0"

14'-

0"

10'-

0"

15'-

0"

16'-

1 3

/8"

13'-

0"

17'-

2"

13'-

0"

16'-4" 16'-8"

12'-0" 13'-0"

GA

ZE

BO

S

GG1NOTE: ALL REIFOIRCED CONCRETE CONSTRUCTIONPOSTS AND BEAMS 12" X 12" TYP.

LAYER 1

LAYER 2

LAYER 3

LAYER 1LAYER 4

LAYER 1

LAYER 2

LAYER 3

LAYER 1LAYER 4

LAYER 5

LAY

ER

4

LAYE

R 4

LAYER 4

LA

YE

R 3

LAYER 3

LAYER 2

LA

YE

R 1

LA

YE

R 1

LAYER 4

LA

YE

R 3

LA

YE

R 3

LAYER 2

LAYER 2

LA

YE

R 1

OPEN ON ALL SIDES OPEN ON ALL SIDES

B~

TANK #1ELE=1781'

TANK #2,TO BE RELOCATED

EXIST 2-4000 galWATER TANKS

12 GAUGE EPOXY LINED WATER TANK

EXIST WATERWELL

2" DIA PVC PIPESCH. 80, L=698.40'

2" DIA PVC PIPE, SCH. 80

2" DIA PIPE


TANK #5ELE=1870'

TANK #3ELE=1871'


PROPOSEDFIREHYDRANTELE=1862'

A~

B~

PROPOSEDPRIVATE FIREHYDRANT

4" DIA PIPE


A~

TANK #6ELE=1869'

A~

BLUE REFLECTIVE HYDRANTLOCATION MARKER

SECTION 1HEREON

SECTION 1HEREON

TANK #4ELE=1871'

A~

FG1870'

COTHARIN

ROAD

(2.2%)

CUT

NAT

D L

EXISTAC PAVEMENT

14.5'

13'

14'(6.7%)(13%)(18%)

(20%)

(25%)

(25%)

(20%)

(20%

)

(20%

)

(25%

)

(25%)

(20%)

2.9%(15%

)

6.7%

(15%)

10%

EXISTING 6' WIDE EASEMENT FORPUBLIC UTILITIES PER DEED

RECORDED AS INST. 2004-157265

EXISTING 6' WIDE EASEMENT FORPUBLIC UTILITIES PER DEED

RECORDED AS INST. 2004-157265

1720

1718

1716

1714

1712

STA.

0+00

1710

1722

1724

1726

17281730

1719.513'

STA.

0+53.2

2 BEG

N

CURV

E 1717

.87

STA. 0+83.08END CURVE1719.45

(16.1%)

(20%)

(17%)

(11%)

(5%)

8%

14%

(18%)

(17%)

(20%)

STA 0+84 TO 1+05.95AREA OF PAVEMENTOVERLAY

TURNOUT

120'

10'

40'

15'

15'

POOL

483' TOHOUSE TURNAROUND

469' TOCOTHARIN ROAD

PROPOSEDRESIDENCEFF=1866.00

FG=PSE8,065 SQ. FT

GARAGEFF=1865.50763 SQ. FT

WATER TANKS PER

FS1

865.

50

1864FG

1862FG

1865FG


FG=PSE

ACCE

SSORY

DWELL

ING UN

IT

700 SQ

FT

1865.67TG1862.92INV

1866.00FG

1865.50FG

3.3%

FH

FH

SPA

SEEPAGEPIT

FUTURESEEPAGE

PIT

SEPTICTANK

108.66'

6"Ø P

VC18

65.9

0FS

1865

.90F

S

1865

.90F

S

1865

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S

1865.90FS

1865.90FS1865.90FS

1865

.90F

S

1865

.90F

S

1865

.90F

S

1865

.90F

S

1865.90FS

1865.90FS

1865.90FS

1865

.90F

S

1849.40

FS

1849.40

FS

1849.50

FF

1849.40

FS

1849.40

FS1849.40FS

1849.40FS1849.40FS

1%

1.1%

1%

6"Ø PVC

6"Ø P

VC

6"Ø PVC

6"Ø PVC

6"Ø PVC

1865.85HP/FS

1865.85HP/FS

1865.83HP/FS

1865.83HP/FS

1865.85HP/FS

1865.85HP/FS

1865.60TG1864.60INV

1866.00FG

1865.90FS

1865.90FS

1865.67TG1864.41INV

1865.67TG1864.67INV

1865.67TG1864.11INV

1865.67TG1863.84INV

1865.67TG1864.67INV

1865.67TG1864.32INV

1865.67TG1863.87INV

1865.67TG1863.64INV

1865.67TG1864.67INV

1866.00FG

1866.00HP/FL

1866.00HP/FL

1865.67TG1863.24INV

1865.67TG1862.52INV

1865.67TG1862.12INV

1864.90TG1861.76INV

1865

FG

1846.00INV

8"Ø PVC

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

1849FG

1849FG

1849

FG

1848

FG

11

TYP.CONC.

21

21

21

31

CONC.

1865.60FG

1866.00FG

1863.50FG

1865.67TG1864.67INV

NAT

CUT

DL

EXISTCONCRETE

EXIS

T

AC P

AVEM

ENT

EX

ISTC

ON

CR

ETE

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NAT

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NAT

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DL

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E

TO REM

AIN

EXIST D

RAINAG

E

TO REM

AIN

EXIST

DRAI

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1849.2

5

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1849.2

5

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1849.2

5

HP/FL

1849.2

5

HP/FL

1849.0T

G

1848.0I

NV

1849.0

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1847.6I

NV

1849.0T

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1848.0I

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1847.2I

NV

1849.0T

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1846.7I

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1849.0

TG

1848.0

INV

1845.00INV

CONC.

11

TYP.

CONC

.

6"Ø PVC

6"Ø PVC

6"Ø PVC

R = 200.00'L = 74.18'

EXISTING 60' WIDE EASEMENT FOR ROAD PURPOSESPER DEED RECORDED APRIL 3, 1929 IN BOOK 260 PAGE 49

EXISTING 6' WIDE EASEMENT FOR PUBLIC UTILITIESPER DEED RECORDED AS INST. 2004-157265

60'30'

30'

60'

30'30'

COTH

ARIN

RO

AD

B~

TANK #1ELE=1781'

TANK #2,TO BE RELOCATED

EXIST 2-4000 galWATER TANKS

12 GAUGE EPOXY LINED WATER TANK

EXIST WATERWELL


2" DIA PVC PIPE, SCH. 80

2" DIA PIPE


TANK #5ELE=1870'

TANK #3ELE=1871'


PROPOSEDFIREHYDRANTELE=1862'

A~

B~

PROPOSEDPRIVATE FIREHYDRANT

4" DIA PIPE


A~

TANK #6ELE=1869'

A~

BLUE REFLECTIVE HYDRANTLOCATION MARKER

SECTION 1HEREON

SECTION 1HEREON

TANK #4ELE=1871'

A~

FG1870'

PL

RELOCATED TANK #2ELE=1871'A~

58'

PL

RELOCATED TANK #2ELE=1871'A~

.

..

L-1

4529

COVER

*

1 01-31-2018

SHEET

Description DateIssue

Date

Drawn By

Sheet Title

Job No.

Sheet No.

of Sheet

Landscape Architecture24013 Ventura Blvd. Suite 201

Calabasas, CA 91302818.251-9718 818.251-9719

email: [email protected]

Design Works

AR

NO

LDI

RE

SID

EN

CE

9522

CO

THA

RIN

RO

AD

VE

NTU

RA

CO

UN

TY

PRE

PAR

ED

FO

R:

KA

TIE

AN

D C

HU

CK

AR

NO

LDI

721

HA

MPT

ON

DR

IVE

VE

NIC

E, C

A 9

0291

RESIDENCE

CALL

BEFORE

YOU DIG!

1-800-227-2600

UNDERGROUND SERVICE ALERT

DIG ALERT

Call at least 2 working days prior to excavating.

NORTH

APPROVALS:

County B&S project #:C18-917 & 1311APN:700-0-149-235

PROJECT ADDRESS:9522 Cotharin Rd.Ventura County

OWNERS:Katie and Chuck Arnoldi721 Hampton Dr.Venice, CA 90291

APPLICANT/CONTACT:Santos Planning & Permittingc/o Stephen Montoya29800 Agoura Rd, suite 207Agoura Hills, CA 91301818-277-5465smontoya@santosplanning .com

ARCHITECT:Tomas Osinski Design, Inc.4240 Glenmuir Ave.Los Angeles, CA [email protected]

CIVIL ENGINEER:Geoworks5158 Cochran St.Simi Valley, CA 93063806-657-0419

Total project site (SF) 825,026 SF

Landscaped area (SF) 12,629 SF

Hardscape area:Existing hardscape

including driveways/aisles 13,955 SFProposed hardscape

including driveways, conc around dwellings 22,227 SF

Hardscape Subtotal 36,182 SF

PROJECT INFO:

Required Provided

Landscaping at buildings and inside driveway turnaround (SF) 12,629 SF

Total landscaped area (% of project area) 1.53%

THERE ARE NO PROTECTED TREES ON SITE

CLIENT REVIEW

Other Impermeable area:Pool 790 SFSpa 88 SFDwelling area 8,065 SFAccessory Dwelling Unit area 700 SFGarage 763 SFGazebos #1 & #2 334 SF

Other Impermeable Subtotal 10,740 SF

TOTAL IMPERMEABLE AREA ON SITE: 46,922 SF

ARNOLDI

0

SCALE:

feet50 100 150

1" = 50'

NORTH

SURVEY AND SITE PLAN

SCALE: 1" = 50'

2 01-31-2018SUBMITTAL

3 04-26-2018RESUBMITTAL

4 10-22-2018WATER CALC

5 05-06-2019CD RESUBMITTAL

LANDSCAPE SHEET INDEXL-1 COVER SHEET, NOTES & MAP

L-2 WATER EFFICIENCY CALCULATION

& HYDROZONE PLAN

LI-1 IRRIGATION PLAN

LI-2 IRRIGATION PLAN

LI-3 IRRIGATION DETAILS & NOTES

LI-4 IRRIGATION SPECIFICATIONS

LP-1 PLANTING PLAN

LP-2 PLANTING PLAN

LP-3 PLANTING DETAILS & NOTES

LP-4 PLANTING SPECIFICATIONS

LL-1 LIGHTING PLAN

PROJECT INFORMATION

LANDSCAPE ARCHITECT:LA Group Design Works, Inc.24013 Ventura Blvd, suite 201Calabasas, CA 91302818-251-9718

CONSULTING BIOLOGIST:ESA626 Wilshire Blvd, suite 1100Los Angeles, CA 90017213-599-4300

6 11-04-2019HARDSCAPE CALC

7 01-16-2020PC CORRECTIONS

8 02-04-2020REVISIONS

9 07-15-2020SITE PLAN REV

AutoCAD SHX TextDENSE

AutoCAD SHX TextBRUSH
















































































































































































AutoCAD SHX TextTREES















AutoCAD SHX TextROCKS




AutoCAD SHX TextASPH











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AutoCAD SHX Text1768.12

AutoCAD SHX Text204


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AutoCAD SHX Text1740































































































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AutoCAD SHX TextVICINITY MAP

AutoCAD SHX TextN.T.S.

CUT

NAT

D L

EXISTAC PAVEMENT

14'

TURNOUT

120'

15'

POOL

483' TOHOUSE TURNAROUND


FG=PSE8,065 SQ. FT

GARAGEFF=1865.50763 SQ. FT F

S186

5.50

1864FG

1862FG

1865FG


FG=PSE

POOL

HOUSE

700 SQ

FT

1865.67TG1862.92INV

1866.00FG

1865.50FG

FH

FH

SPA

SEEPAGEPIT SEPTIC

TANK

108.66'

1865

.90F

S

1865

.90F

S

1865

.90F

S

1865

.90F

S

1865.90FS

1865.90FS1865.90FS

1865

.90F

S

1865

.90F

S

1865

.90F

S

1865

.90F

S

1865.90FS

1865.90FS

1865.90FS18

65.9

0FS

1849.40

FS

1849.40

FS

1849.50

FF

1849.40

FS

1849.40

FS1849.40FS

1849.40FS1849.40FS

1865.85HP/FS

1865.85HP/FS

1865.83HP/FS

1865.83HP/FS

1865.85HP/FS

1865.85HP/FS

1865.60TG1864.60INV

1866.00

1865.90FS

1865.90FS

1865.67TG1864.41INV

1865.67TG1864.67INV

1865.67TG1864.11INV

1865.67TG1863.84INV

1865.67TG1864.67INV

1865.67TG1864.32INV

1865.67TG1863.87INV

1865.67TG1863.64INV

1865.67TG1864.67INV

1866.00FG

1866.00HP/FL

1866.00HP/FL

1865.67TG1863.24INV

1865.67TG1862.52INV

1865.67TG1862.12INV

1864.90TG1861.76INV

1865

FG

1846.00INV

CONC.

CONC

2020-08-05 pl18-0020 arnoldi staff report (final)€¦ · 12. provide type 5/8" 'x' gypsum board at...

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