145 SILVER HILLS PERMIT SET 05 30 19 v2020

TITLE PAGE

T1.0

145 SILVER HILLS - POINT REYES ,CA 94956PARCEL# 166-140-06

Neighborhood Plan

Drawing IndexConsultantsOwnerMIchael Hayes145 Silver HillsPoint Reyes, CA

ArchitectJeffrey Mahaney Architect1010 Sir Francis Drake Blvd. Suite #102 AKentfield, CA [email protected]: Valerie [email protected]

Structural EngineerVerdant Structural EngineersAnthony Dente1101 8th St #180Berkeley, CA (510) [email protected]

PROJECT DESCRIPTION:1. Fallen Tree Damage to structure and roof on main level triggered the need for significant roof repairs and renovation. See photos of damage.

Proposed project scope includes 792 sf addition to existing 3,525 sf, 5 bedroom 2 1/2 bath home. Finish Floor on existing Lower Level to be lowered 12" with new slab on grade in existing crawl space.

Existing upper Roof Ridge Height and profile to remain. The proposed design aims to reduce the massing of the existing structure through reduced roof surface and a lowered second story hipped roof.

2. New construction of an approximately 1,000 square foot Accessory Dwelling Unit (ADU) in the northern part of the site. Owner intends to participate in the real community rentals program. 3. Estimated Earthwork Quantities: see C-0 for Earthwork and impervious surface area tables- Cut- 106CUYD- Fill - 10 CUYD- Export 96-CUYD

Site Data/ Project InformationVicinity Map

NORTHNORTH

AREA CALCULATIONS: Existing Proposed Change(E) LOT AREA 8 Acres 8 Acres No Change(E) STORIES 3 3 No Change(E) HEIGHT 34'0" 34'0" No Change(E) LOT COVERAGE: House- 2,547 SF 3,294 SF 3,294 SF No ChangeGarage- 747 SFImpervious- Driveway & Path 4,595 SF 4, 595 SF No ChangeTotal: 7,889 SF 7,889 SF No Change

(E) FLOOR AREA - 3,525 SFLower Level 1,081 SF 1,234 SF 153 SFGround Level 1,539 SF 2,126 SF 587 SFUpper Level 905 SF 931 SF 26 SFTOTAL 3,525 SF 4,291 SF 766 SF- PROPOSED PROJECT

LOCATION IS LOCATED WITHIN THE MARIN WUI ZONE.

Project Location

Latitude:Longitude:

Geotechnical EngineerSummit EngineeringAl Masso5855 Castle DriveOakland ,CA P: [email protected]

Civil EngineerAgnew Civil EngineeringOrion Agnew454 Las GalinasAve Ste#1047San Rafael,CAP: [email protected] Calc Co.San Rafael, CA 94903Chuck Clemonsp: 415-457-0990e: [email protected]

WUI Map

General Notes

2. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT WHERE NOTED OTHERWISE THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS OR VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS.

ALL ITEMS ARE NEW UNLESS SPECIFICALLY INDICATED OR NOTED AS EXISTING.

CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO COMMENCING WITH COST ESTIMATE. ALL DIMENSIONS AND ELEVATIONS SHALL BE CHECKED AND VERIFIED ON PROJECT SITE BY THE CONTRACTOR AND EACH TRADE BEFORE WORK BEGIN. ERRORS, OMISSSIONS AND DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'SATTENTION BEFORE CONSTRUCTION BEGINS.

ALL DIMENSIONS ARE FROM FACE OF STUD OR CENTERLINE OF COLUMN OR CENTERLINE OF DOOR OR OTHER

THE CONTRACTOR SHALL COORDINATE LAYOUT DIMENSIONS INDICATED ON THE LANDSCAPE, STRUCTURAL, AND ELECTRICAL DRAWINGS WITH THOSE INDICATED ON THE ARCHITECTURAL DRAWINGS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

SEE ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS, ELEVATIONS, DEPRESSIONS IN SLAB, OPENINGS IN WALLS AND ROOF, ROOF SLOPE, CRICKETS, AND ROOF DRAINS.

IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE CONSTRUCTION DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN.

THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL, MECHANICAL, TELEPHONE AND SECURITY REQUIREMENTS BEFORE CONSTRUCTION BEGINS.

THE CONTRACTOR SHALL COORDINATE THE LOCATIONS OF LIGHTS, HVAC OUTLET AND INLET REGISTERS, AND SMOKE DETECTORS BEFORE CONSTRUCTION BEGINS.

SCHEDULED OPENING.COORDINATION:

4.

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3.

ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS APPLICABLE AS FOLLOWS:

2016 CALIFORNIA BUILDING CODE

2016 CALIFORNIA RESIDENTIAL CODE

2016 CALIFORNIA MECHANICAL CODE

2016 CALIFORNIA PLUMBING CODE

2016 CALIFORNIA ELECTRICAL CODE

2016 CALIFORNIA GREEN BUILDING STANDARDS

2016 CALIFORNIA ENERGY CODE

2016 CALIFORNIA FIRE CODE

CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION 301.1MARIN COUNTY CODE OF ORDINANCES

NOTHING IN THE CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES, LAWS, ORDINANCES AND REGULATIONS.

1.

THE CONTRACTOR SHALL REPLACE OR REPAIR, AT CONTRACTR'S EXPENSE, ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED EXISTING UTILITIES, IMPROVEMENTS OR FEATURES OF WHATEVER NATURE, TO THEIR ORIGINAL CONDITION WHETHER SHOWN ON THE DRAWINGS OR NOT.

VERIFY MOUNTING HEIGHTS OF BACKING PLATES AND SPECIAL STRUCTURAL SUPPORT REQUIREMENTS WITH EQUIPMENT MANUFACTURERS BEFORE INSTALLING BACKING PLATES AND SUPPORT.

THE USE OF THE WORD "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED, WHERE SO REQUIRED, U.N.O.

THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES, AND SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED.

Dwellings shall be posted with visible address numerals with a minimum of 4 inches in height and a ½ inch wide stroke. Check with the local Fire Authority for further requirements.

8.

10.

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9.

7. ON ALL CONTINUOUS SURFACES WHERE CONSTRUCTION INVOLVES MORE THAN ONE MATERIAL, FINISH OR MATERIAL THICKNESS, ALIGN FACE OF FINISH U.N.O.

12.

2016 CALIFORNIA GREEN BUILDING NOTES- SEE 2016 CAL GREEN CHECKLIST SUBMITTED WITH PERMIT APPLICATION.

PLUMBING REQUIREMENTS:

1. Waters Closets: ≤ 1.28 gal/flush

2. Single Showerheads: ≤ 1.8 gpm @ 80 psi

3. Multiple Showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gpm @ 80 psi or only one shower outlet is to be in operation at a time 4.303.1.4.1

4. Residential Lavatory Faucets: ≤ 1.2 gpm @ 60 psi 4.303.1.4.2

5. Kitchen Faucets: ≤ 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm

2016 CALIFORNIA ENERGY NOTES

Lighting design will comply with T-24 lighting requirements:• Kitchens: Luminaires in kitchens shall be high efficacy.

• Bathrooms: At least one luminaire in each bathroom must be controlled by a vacancy sensor. All other luminaires in a bathroom must be high efficacy.

• Garages, Laundry Rooms, and Utility Rooms: All luminaires must be high efficacy, and must be controlled by a vacancy sensor.

• Other Rooms: This classification applies only to rooms that are not kitchens, bathrooms, garages, laundry rooms, closets, or utility rooms. All installed luminaires shall either be high efficacy or shall be controlled by a vacancy sensor or dimmer. Closets that are less than 70 ft² are exempt from this requirement.

• Outdoor Lighting – Single Family: In single-family residences, all luminaires shall be mounted to the building (or to other buildings on the same lot) shall be high efficacy luminaires, or shall be controlled by a motion sensor and also by a photo-control, astronomical time clock, or energy management control system (EMCS).

THESE PLANS ARE IN COMPLIANCE WITH CALIFORNIA BUILDING AND FIRE CODES (2016) AND MARIN COUNTY COD EOF ORDINANCES.

ROOF COVERINGS TO BE NO LESS THAN CLASS 'A' RATED ROOF.

ADDRESS NUMBERS SHALL BE POSTED AND MAINTAINED IN A READILY VISIBLE LOCATION; NUMBERS TO BE A MINIMUM OF 4" TALL AND OF A COLOR CONTRASTING THEIR BACKROUND.

OCCUPANCY CLASSIFICATION: R3

THE OCCUPANCY, CLASSIFICATION, BUILDING CONSTRUCTION TYPE/FIRE RATING AND SPRINKLERED OR NONSPRINKLERED AS DETERMINED BY THE BUILDING OFFICIAL AND OUTLINED IN PART IV OF THE CALIFORNIA BUILDING CODE. e.g. R-3, TYPE VN, SPRINKLERED

APPROVED SMOKE ALARMS SHALL BE INSTALLED AS REQUIRED IN ALL SLEEPING AREAS PER CRC 314 AND CARBON MONOXIDE ALARMS PER CRC 315.

5.

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1.

2.

FIRE NOTES

Bathroom Notes:1. Provide a minimum of one 20 amp GFCI/AFCI circuit for each bathroom. Tamper resistant receptacle outlets are required within 3 feet of each sink.Exception: All bathroom GFCI/AFCI receptacles can be on a single 20 amp dedicated circuit. 2. Light fixtures in shower enclosures shall be approved for “wet location”.3. A minimum of one light fixture shall be controlled by a vacancy sensor.4. Provide a separately switched minimum 50 cfm fan with a humidity control that vents to the exterior. Vents shall terminate a minimum of 3 feet from openings into a building. Exception: Half baths (a water closet and lavatory only) if provided with a window that opens do not require fans.5. Water closets require a minimum 15” of clearance from the center line to a side wall or obstruction and 24 inches of clear space in front.6. Shower compartments require a minimum finished interior of 1024 square inches and be capable of encompassing a 30 inch circle from finished wall to finished glazing. Surfaces shall be waterproof up to 72 inches above the drain outlet. Material base for tile shall be glass mat gypsum backing panel, nonasbestos fiber-cement backer board or nonasbestos fiber-mat reinforced cementitious backer unit. Provide a minimum 22 inch clear opening at thresholds. Provide a minimum 22 inch clear opening for shower door egress. Glass shower doors and partitions shall be tempered or safety glass, and shall be properly supported on all edges. Wood windows are not allowed within shower enclosure.7. Control valves and showerheads shall be located such that the spray does not discharge directly at the entrance and the bather can adjust the valve without stepping into the spray.8. Showers, tub-shower combinations and bathtubs shall be provided with control valves with anti-scald protection. Such valves shall be of the pressure balancing and/or thermostatically controlled type. 9. Hand-held showerheads attached to flexible hoses shall be provided with an approved method of backflow prevention if the head can be placed below the flood level.10. Water closets require maximum 1.28 gallon flush, showerheads maximum 1.8 gallons per minute, lavatory faucets maximum 1.2 gallons per minute, 11. Provide tempered glazing for windows where the bottom edge of glazing is less than 60 inches:

a. above the standing surface in a tub or shower. b. within 60 inches measured horizontally from the water’s edge of a tub or shower provide tempered or safety

glazing. 12. Bath 108: Show showerhead and valve and show as curtain or glass enclosure. 13. Bath 109: Are any improvements being made to the shower or is existing to remain with no improvements. Even if no changes are being proposed show existing location of showerhead, valve, shower door and provide note for existing, no changes to shower. 14. Shower 209: Show location of showerhead and valve. 15. Room 205: Provide dimension at face of Toilet to wall as minimum 24” clear. 16. CA Civil Code 1101.1-8: Existing plumbing fixtures not included in the scope of new work shall be replaced if they do not meet the following standard: Water closets maximum 1.6 gallons flush, showerheads maximum 2.5 gallons per minute, lavatory and kitchen faucets at 2.2 gallons per minute maximum.

Bedroom Notes:1. Fluorescent and recessed light fixtures in closets must maintain a minimum of 6” horizontal clearance from the edge of shelves. 2. Each bedroom shall have an egress window with a minimum of 5.7 square feet in openable area, with a minimum opening width of 20” and a minimum opening height of 24”; the window’s lowest open edge shall not exceed 44” in height above the finished floor.Exception:Grade level windows (lowest open edge at or below 44” from grade) may have an openable egress area of 5.0 square feet. An egress door (min. 3 ft. x 6 ft. 8 inches) may substitute for an egress window.NOTE: Second story egress windows shall be provided with escape ladders if the building is not equipped with a fire sprinkler system.3. Bedrooms windows shall provide a minimum of 8% of its floor area in natural light and 4% of its floor area in natural ventilation.

Electrical Notes: 1. All lighting shall be high efficacy (fluorescent or qualifying LED per Table 150.0-A). All “JA8-2016 or JA8 2016-E” lamps shall be controlled by a dimmer or vacancy sensor. Interior recessed light fixtures shall be IC listed and airtight. See http://www.energy.ca.gov/title24/2016standards/2. In kitchens (not at countertops), family, living, dining rooms, bedrooms, hallways and similar rooms provide receptacle outlets at each wall space 2 feet or wider, maximum 12 feet apart. No point along wall line will be more than 6’, measured horizontally, from a receptacle outlet in that space.3. All new residential 125 volt, 15 and 20 amp circuits required to be GFCI/AFCI include bathrooms, garage, outdoors, countertops in kitchens and laundry and AFCI combination type include kitchens; family rooms, dining rooms, living rooms, bedrooms, closets, hallways or similar rooms. All new receptacles must be tamper-resistant type. 4. Electrical panels shall not be installed in bathrooms, clothes closets, linen closets or storage rooms with easily ignitable combustibles, or in locations not readily accessible. Show location of main panel and subpanels. 5. Exterior doors & landings require an exterior light switched from the inside. Lights shall either be LED or fluorescent, or controlled by a motion sensitive, daylight sensing device. (Downward shining may be required.)

Plumbing Notes: 1. CA Civil Code 1101.1-8: Existing plumbing fixtures not included in the scope of new work shall be replaced if they do not meet the following standard: Water closets maximum 1.6 gallons flush, showerheads maximum 2.5 gallons per minute, lavatory and kitchen faucets at 2.2 gallons per minute maximum.

A seismic gas shut-off valve, California listed, shall be installed in new buildings and structural remodels of existing buildings served by natural or propane gas, plumbing or mechanical permits for installation or alteration of a gas line or installation or relocation of a gas appliance or any new gas piping.

Smoke detectors shall be installed inside each sleeping room at the highest point of the ceiling, centrally located in the hallway or area giving access to each separate sleeping area, and on each floor level, including basements. See the installation instructions for other locations.

Carbon monoxide detectors shall be installed in buildings equipped with gas appliances and shall be installed outside sleeping areas and on each floor level, including basements. Smoke and CO detectors are required to be supplied by 110V power if the building has accessible underfloor and/or attic spaces. If possible, multiple 110V alarms shall be interconnected such that activation of one alarm shall activate all of the alarms in the dwelling unit. Battery-powered units are allowed in some circumstances.All new/replacement exterior doors shall be fire resistive (1 3/8” thick or 20 minute fire rated).

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05.23.19

T1.0 Title PageSite Survey

C-0 Title SheetC-1 Site Civil PlanC-2 Erosion and Sedementation Control PlanCW-1 Onsite Wastewater Treatment SystemCW-2 Onsite Wastewater Treatment System

A1.0 Vicinity Map and Plan A1.1 Existing Site PlanA1.2 Proposed Site PlanA1.3 Vegetation Management PlanA1.4 Existing Site Photos

A2.0 Existing Lower Level PlanA2.1 Existing Ground Level PlansA2.2 Existing Upper Level PlansA2.3 Existing Roof PlansA2.4 Proposed Lower Level PlanA2.5 Proposed Ground Level PlanA2.6 Proposed Upper Level PlanA2.7 Proposed Roof PlanA2.8 Story Pole Plan

PROJECT ADDRESS145 Silver HillsPoint Reyes, CA 94956APN : 166-140-06

ZONING DISTRICT:CRSP-0.1

PROPERTY DATA/ZONING INFORMATION

Planning Comments-11.13.19

A3.1 Existing Exterior ElevationsA3.2 Existing Exterior ElevationsA3.3 Proposed Exterior ElevationsA3.4 Proposed Exterior ElevationsA4.1 Existing SectionsA4.2 Proposed SectionsA4.3 Proposed Materials

ADU1.0 Proposed ADU Site PlanADU2.0 Proposed ADU PlansADU3.0 Proposed ADU Elevations

3 Design Revision-02.27.20

2

S C A L E

A R C H I T E C T

Private Residence145 Silver Hills

POINT REYES, CA94956

S H E E T

P R O J E C T

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9

R E V I S I O N S

Jeffrey Mahaney1553 4th StreetSan Rafael, CA

94901

C - 28390

A1.0

VICINITY MAPAND

DIRECTIONS

11.06.19

Found 2" Iron pipe with 3-1/2" Aluminum Disk with punch

Found Railroad Spike per (R4) or as noted

Set 1/2" Iron pipe and cap PLS 6702 or as noted

Found 3/4" Iron Pipe & Plastic Cap LS 6649 with tack per (R4) or as described

Limit of 40' Wide Easement per 352 O.R. 469, M.C.R. (R5)

Parcel line of recordApproximate Boundary of other landsBoundary of subject property

O.R. Official Records M.C.R. Marin County Records NPS National Park Service

Found Monument as described

X

Found wood, iron or plastic post Joint Utility Pole IP Iron Pipe H&T Hub & Tag

Survey Tie lineExisting fenceline

LEGEND

C Calculated M Measured UNO Unknown Origin P/C Property Corner P/L Property Line

stamped LS 3850 #A23 USDI NPS 1981

Found 3/4" Iron Pipe & Brass Tag RCE 11629 per (R3)

Found

3/4"

Iron P

ipe

& Bras

s tag

RCE

Found 1/2" Rebar 11

602,

no re

cord

Found 1/2" Rebar No Tag per (R3)

No Tag per (R3)

Wood plug, no tag

Found Mag nail & 1.5"Washer LS 6649

POINT "B"

POINT "A"

N42°1

0'14"

E 126

2.54'

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asis

of Bea

rings

S26°00'12"E 339.64'M

L1

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N16

°09'

35"E

60.7

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N47°27

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N10

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1

01.2

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163.

63'

N39°1

5'35"

E

117.1

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125.25'N58°44'30"E 1

19.14' N74°18'30"W 52.68'L9

S18°

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110

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S30°21'01"E 221.91'M

L14

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S68°50'48"W 357.41'C

S38°4

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W 21

4.96'C

S32°

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L11

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N31°05'53"W 20.38'M

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8 Parcel Maps 79Parcel 3

8 Parcel Maps 79

Parcel 1

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2015

-0432

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Found RRS, UNO

2016

Map

s 64

N

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Elderberry (EB), Bottlebrush (BB) or other tree or shrub as describedStump, size as noted

Maple (M) tree, size as notedRedwood (R), Fir (F) tree, size as notedBay(B) tree or clump, size as noted

24"F

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48"B

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15",2

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Chip P

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SEE NOTE 7

Spivac

k Trus

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1994

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Edge of pavement of Silver Hills Road or driveway

Gate

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Fire H

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385.2

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Map

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Edge of vegetation or dripline

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PARKING #29'0" x 18'0"

PARKING #29'0" x 18'0"

DRIVEWAY

30'-10 1/8"

48'-7 1/8"

Directions to the site from a main road: Theapproximately 8-acre property is located at 145 Silver Hills Road can be accessed off of Bear Valley Road near White House Pool Park. The property slopes downward to the east away from Silver Hills Road.

14"F

24"F

14"F

24"F

ADU51' x 37'

14"F

502

498

502

504

14"F

502 500

502

504

24"F

17"F

16"F

17"F

9"BTw

in 7",

12"O 6"S

nag

4"O

490

492

494

496

498

496 494 492

S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9

1" = 50'-0"


94901

C - 28390

1 Planning Comments-11.13.19


N16

°09'

35"E

60.7

4'

N47°27

'35"E

N10

°52'

55"W

1

01.2

1'

S38°4

6'45"

W 21

4.96'C

S i l v

e r

(E) T

hree

Sto

ry H

ouse

Garag

e / S

tudio

Elev

ated

D

eck

X

X

518520

522524526

533

538

Water ta

nk

48"R

Twin

30",4

0"R

ICV

48"F

Stum

p

20"B

6'B 48

"R30

"R 24"R

30"B

7'B C

lump

5",6",

7"M

36"F

Stum

p

5'Bus

h36

"R5'Bus

h

Rotten

X

X

518520

522524526

528

532

534536538

Water ta

nk

48"R

Twin

30",4

0"R

30"F,

30"B

Clum

p

ICV

6'B 48

"R30

"R 24"R

7'B C

lump

5",6",

7"M

36"F

Stum

p

5'Bus

h36

"R5'Bus

h

Rotten

Stump

Spivac

k Trus

t

1994

-0486

99

Gate

Pillar

Pave

d Dr

ivewa

y

385.2

7'C

Clump

233

522.6

8'

X

X

Irrig

atio

n C

ompl

ex

Stai

rs

Cinder

block

Utility

4" Rain G

utter

Roc

k

Walk

ICV

538.

03'

FF E

ntry

Con

cret

e

Con

cret

e

Concrete

Con

cret

e

546.34'

Slab

Pip

es

Propane

Elevated Deck

682

527.3

2'

543.7

4'

67910

",2-12

"B

13",1

5"B

8'C

lum

pB

12"R

2'D

ia. C

oncr

ete

Foun

datio

n

31"R

29"R

25"R

14"O

1",2-3

"M

27"

30"R

9"M

6"Orn

7"BB

2-3",

2-3"

,6"O

rnFe

rn

Fern

3",5",

6"Orn

Cameli

aCam

elia

40"

4"SSCO

RB

RB

RB

Dec

k53

7.82

'RB

RB

RB

RB

6"BB

191

537.8

8'

530

528

530

535

540541545

550

551

545

535

527

526

550

544

542

543

539

537

533

531

529

527

546

544

534

533

532

531

529

549

548

RB

Pave

d

Driv

eway

Pave

d

Driv

eway

547

Steep

Steep

Steep

Two

Stor

ey

Septic

A1.1

EXISTINGSITE PLAN

EXISTING WATER TANK AND WELL TO REMAIN.

N

EXISTING GATE AND DRIVEWAY TO REMAIN.

EXISTING GARAGE TO REMAIN.

EXISTING PROPERTY LINE

N

EXISTING SEPTIC SYSTEM AND DRAINAGE FIELD TO REMAIN.

(E) SEPTIC FIELD

Found 1/2" Rebar No Tag per (R3)

Wood plug, no tag

Found Mag nail & 1.5"Washer LS 6649

POINT "B"

POINT "A"

N42°1

0'14"

E 1

262 .54

' M

Bas

is of B

earin

gs

S26°00'12"E 339.64'M

L1

Found old stump atpipe location per (R3)

N16

°09'

35"E

60.

74'

N47°27

'35"E

N10

°52'

55"W

1

01.2

1'

N07

°01'

05"E

1

63.6

3'N39

°15'3

5"E

11

7.19

'

N65°02'17"E

125.25'

N58°44'30"E 119.14' N74°18'30"W 52.68'

L9

S18°

43'4

7"W

110

.41'

L13

S30°21'01"E 221.91'M

L14

S30°22'49"E 20.06'M

S68°50'48"W 357.41'C

S38°4

6'45"

W 21

4.96'C

S32°

04'42

"W

L11

L12

S69°49'39"W 200.08'M

N31°05'53"W 20.38'M

Serber

Trust

Senec

a Trus

t

2005

-0070

286

2008-036513

Nunes Trust2007-054518

2001 Maps 214

Balogh

Trus

t 20

10-03

6339

Spivac

k Trus

t

1994

-0486

99

U.S.A.3706 O.R. 212

Lloyd Trust

2012-048640

S i l v

e r

Silv

er

H i

l l s

R

oad

See

Not

e 3

N47°28

'29"E

176.14

' M

X

X

Thre

e S

tory

Hou

se

Garag

e /

Stud

io

Elev

ated

D

eck

2008

-0365

12

8 Parcel Maps 79Parcel 3

8 Parcel Maps 79

Parcel 1

Hayes

2015

-0432

06

Found RRS, UNO

Serber Trust

2016

Map

s 64

N

DYH

X

X

490

510

520

540

522

526

524

528

532

534

536

538

490

488

492

500

496

498

494

502

504506508

510

514

518

512

516

520

522524526

533

538

Water ta

nk

48"R

Twin

30",4

0"R

ICV

48"F

Stump

20"B

6'B 48

"R30

"R 24"R

30"B

Clump

48"B

48"F

24"B

13"B

36"B

Twin1

0",14

"B

48"B

Stump

16"B

18"B

14"B

60"S

tump

14"F

466

505.34

'

436

497.63

'

488

49249

449

649

850

050

2

502

500

504

504

502

504

506

508

518

516

514

512

524

518

516

514

512

508

506

504

502

502

504

506

7'B C

lump

5",6"

,7"M

Stump

Stump

36"F

Stump

36"

30"F

8'Bus

h

7'Bus

h

48"R

5'Bus

h36

"R5'Bus

h

14",3

2"O

20",2

4" O

8'B

10" S

tump

4",6"

O

8"EB C

lump

15" S

tump

6" P

ersim

mon

4"O

15"O

7'O C

lump

13",1

8"B

526

24"F

16"F

16"F

48"B

1"x2

"Sta

ke4'B

Rotten

15",2

2",

24"F

Stump

Stump

Stump

Chip P

ileChip

Pile

X

X

490

500

510

520

530

522

526

524

528

490

488

492

500

496

498

494

502

504506508

510

514

518

512

520

522524526

528

532

534536538

Water ta

nk

48"R

Twin

30",4

0"R

30"F,

30"B

Clump

ICV

6'B 48

"R30

"R 24"R

48"B

48"F

24"B

13"B

36"B

Twin1

0",14

"B

48"B

Stump

16"B

18"B

14"B

60"S

tump

14"F

466

505.34

'

436

497.63

'

488

49249

449

649

850

050

2

502

500

504

504

502

504

147

500.00

'

SITE BENCHMARK

506

508

518

516

514

512

524

518

516

514

512

508

506

504

502

502

504

506

7'B C

lump

5",6"

,7"M

Stump

Stump

36"F

Stump

36"

30"F

8'Bus

h

7'Bus

h

48"R

5'Bus

h36

"R5'Bus

h

14",3

2"O

20",2

4" O

8'B

10" S

tump

4",6"

O

8"EB C

lump

15" S

tump

6" P

ersim

mon

7"O

7'O C

lump

13",1

8"B

526

24"F

16"F

16"F

48"B

4'B

Rotten

Stump

15",2

2",

24"F

Stump

Stump

Stump

Chip P

ileChip

Pile

SEE NOTE 7

Spivac

k Trus

t

1994

-0486

99

Gate

Pillar

Pillar

Pillar

Fire H

ydran

t

Pave

d Dr

ivewa

y

385.27

'C

1'EB

Clump

238

516.52

'

233

522.68

'

159

536.88

'

150

528.67

'

2016

Map

s 64

2015

-0432

06

Hayes

Irrig

atio

n

Com

plex

Stai

rs

Cinder

block

Utility

4" Rain G

utter

Con

cret

e

Con

cret

e

Roc

k

Walk

ICV

538

.03'

537

.93'

Subf

loor

FF E

ntry

537

.93'

Subf

loor

537

.94'

Kitc

hen

529

.03'

Car

pet

537 .98'

537 .97'

Con

cret

e

Con

cret

e

Con

cret

e

Concrete

Con

cret

e

546.34'

Slab

Pip

es

Propane

Elevated Deck

682

527.32

'

543.74

'

67910

",2-12

"B

13",1

5"B

8'C

lum

pB

12"R

2'D

ia. C

oncr

ete

Foun

datio

n

31"R

29"R

25"R

14"O

1",2-

3"M

27"

30"R

9"M

6"Orn

7"BB

2-3",

2-3"

,6"O

rnFe

rn

Fern

3",5"

,6"Orn

Cameli

aCam

elia

40"

4"SSCO

RB

RB

RB

Dec

k53

7.8

2'RB

RB

RB

RB

RB

6"BB

Huge

Stu

mp

191

537.88

'

530

528

530

535

540541545

550

551

545

535

540

527

526

550

544

542

543

539

537

533

531

529

527

546

544

543

542

541 53

9

538

537 53

6

534

533

532

531

529

549

548

316.

29'C

RB

Pave

d

Driv

eway

Pave

d

Driv

eway

547

Und

er R

oof

Steep

Steep

Steep

Two

Stor

ey

Septic

N


VICINITY MAP: EXTENT OF PROPERTY BOUNDS

30'-10 1/8"

48'-7 1/8"

64'-0 1/2"

05.23.19

NOTES: 1. EXISTING GRADING AND DRAINAGE TO REMAIN. NEW ROOF DRAINAGE WILL CONNECT TO THE EXISTING SITE DRAINS.2. EXISTING UTILITIES TO REMAIN3. EXISTING SEPTIC SYSTEM TO REMAIN.

101'-4 5/8"

96'-8 3/4"

EXISTING FOUNDATION AND CONCRETE COLUMNS TO REMAIN.

32'-4 7/8"

24'-11 5/8"

11'-4

3/4"

15'-2 5/8"

32'-5 3/8"

27'-2

5/8

"

56'-7 3/8"

67'-2"

EXISTING IMPERVIOPUS AREA: DRIVEWAY AND ENTRY PATHWAY 4,595 SF TO REMAIN UNCHANGED.

S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9

1" = 10'-0"


94901

C - 28390


Ridg

e: 5

61.4

1'

abov

e G

rade

at 5

38'

Eave

s: 5

56.2

0ab

ove

Gra

de a

t 538

'

Eave

s: 5

56.2

0ab

ove

Gra

de a

t 538

'

Eave

s: 5

53.0

7ab

ove

Gra

de a

t 538

'

Eave

s: 5

53.0

7ab

ove

Gra

de a

t 538

'

109C

108E

6.4:

12 S

lope

3:12

Slo

pe

6.4:

12 S

lope

3:12

Slo

pe

3:12

Slo

pe

3:12

Slo

pe

(N)

Skyl

ight

108E

Eave

s: 5

46'

abov

e G

rade

at 5

36'

Eave

s: 5

45.4

1'ab

ove

Gra

de a

t 532

'

Eave

s: 5

45.4

1'ab

ove

Gra

de a

t 529

'

Eave

s: 5

46'

abov

e G

rade

at 5

26.7

5'

21'-0

1/4

"

18'-4

"

Ridg

e: 5

61.4

1'

abov

e G

rade

at 5

29.5

'

Eave

s: 5

52.3

5'ab

ove

Gra

de a

t 528

.5'

Eave

s: 5

52.3

5'ab

ove

Gra

de a

t 528

.5'

Eave

s: 5

46'

abov

e G

rade

at 5

38'

Eave

s: 5

46'

abov

e G

rade

at 5

28.7

5'

N16

°09'

35"E

60.7

4'

N47°27

'35"E

N10

°52'

55"W

1

01.2

1'

S38°4

6'45"

W 21

4.96'C

S i l v

e r

X

X

X

X

X

(E) T

hree

Sto

ry H

ouse

Garag

e / S

tudio

X

X

518520

522524526

538

Water ta

nk

48"R

ICV

48"F

Stum

p

20"B

6'B 48

"R30

"R 24"R

30"B

7'B C

lump

5",6",

7"M

36"F

Stum

p

5'Bus

h36

"R5'Bus

h

Rotten

X

X

518520

522524

532

534536538

Water ta

nk

48"R

Twin

30",4

0"R

30"F,

30"B

Clum

p

ICV

6'B 48

"R30

"R 24"R

7'B C

lump

5",6",

7"M

36"F

Stum

p

5'Bus

h36

"R5'Bus

h

Rotten

Stump

Spivac

k Trus

t

1994

-0486

99

Gate

Pillar

Pave

d Dr

ivewa

y

385.2

7'C

Clump

233

522.6

8'

X

X

Cinder

block

Utility

4" Rain G

utter

Roc

k

Walk

ICVC

oncr

ete

Con

cret

e

Concrete

Con

cret

e

546.34'

Slab

Pip

es

Propane

Elevated Deck

682

527.3

2'

543.7

4'

67910

",2-12

"B

13",1

5"B

8'C

lum

pB

12"R

2'D

ia. C

oncr

ete

Foun

datio

n

31"R

29"R

25"R

14"O

1",2-3

"M

27"

30"R

9"M

6"Orn

7"BB

2-3",

Fern

3",5",

6"Orn

Cameli

aCam

elia

40"

4"SSCO

Dec

k53

7.82

'RB

RB

RB

RB

6"BB

191

537.8

8'

530

528

535

540541545

550

551

545

535

527

526

550

544

542

543

539

537

533

531

546

544

534

533

532

531

529

549

548

RB

Pave

d

Driv

eway

Pave

d

Driv

eway

547

Steep

Steep

Steep

Two

Stor

ey

Septic

28'-4 3/4"

61'-8 1/2"

527 Steep

538.

03'

FF E

ntry

A1.2

PROPOSED SITEPLAN

EXISTING WATER TANK AND WELL TO REMAIN.

EXISTING GATE AND DRIVEWAY TO REMAIN.

EXISTING 3 CAR GARAGE TO REMAIN.



EXISTING SEPTIC SYSTEM AND DRAINAGE FIELD TO REMAIN.

EXISTING LANDSCAPE TO REMAIN.

N

SEPTIC FIELD

05.23.19

NOTES: 1. EXISTING GRADING AND DRAINAGE TO REMAIN. NEW ROOF DRAINAGE WILL CONNECT TO THE EXISTING SITE DRAINS.2. EXISTING UTILITIES TO REMAIN3. EXISTING SEPTIC SYSTEM TO REMAIN.4. NO TREES TO BE REMOVED


XX XExisting fenceline

28"

36"R10"B

17"O

13"M


Elderberry (EB), Bottlebrush (BB) or other tree or shrub as described

Stump, size as noted

Maple (M) tree, size as noted

Redwood (R), Fir (F) tree, size as notedBay(B) tree or clump, size as noted

488

490 Five-foot or Ten-foot Contour Line

One-foot or Two-foot Contour Line

LEGEND

AREA OF BUILDING EXPANSION

48'-6 3/4"

91'-0 3/4"

56'-10 1/8"

67'-2"

LINE OF ROOF OVERHANG

EXTERIOR LIGHTING

S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9

1" = 10'-0"


94901

C - 28390

Planning Comments-11.13.19


N16

°09'

35"E

60.7

4'

N47°27

'35"E

N10

°52'

55"W

1

01.2

1'

S38°4

6'45"

W 21

4.96'C

S i l v

e r

(E) T

hree

Sto

ry H

ouse

Garag

e / S

tudio

Elev

ated

D

eck

X

X

518520

522524526

533

538

Water ta

nk

48"R

Twin

30",4

0"R

ICV

48"F

Stum

p

20"B

48"R

30"R 24

"R

30"B

7'B C

lump

5",6",

7"M

36"F

Stum

p

5'Bus

h36

"R5'Bus

h

X

X

518520

522524526

528

532

534536538

Water ta

nk

48"R

Twin

30",4

0"R

30"F,

30"B

Clum

p

ICV

48"R

30"R 24

"R

7'B C

lump

5",6",

7"M

36"F

Stum

p

5'Bus

h36

"R5'Bus

h

Stump

Gate

Pillar

Pave

d Dr

ivewa

y

385.2

7'C

Clump

X

X

Irrig

atio

n C

ompl

ex

Cinder

block

Utility

4" Rain G

utter

Roc

k

Walk

ICV

538.

03'

FF E

ntry

Con

cret

e

Con

cret

e

Concrete

Con

cret

e

546.34'

Slab

Pip

es

Propane

Elevated Deck

682

527.3

2'

543.7

4'

67910

",2-12

"B

13",1

5"B

8'C

lum

pB

12"R

31"R

29"R

25"R

14"O

1",2-3

"M

27"

30"R

9"M

6"Orn

7"BB

2-3",

2-3"

,6"O

rnFe

rn

3",5",

6"Orn

Cameli

aCam

elia

40"

4"SSCO

RB

RB

RB

Dec

k53

7.82

'RB

RB

RB

RB

6"BB

191

537.8

8'

530

528

530

535

540541545

550

551

545

535

527

526

550

544

542

543

539

537

533

531

529

527

546

544

534

533

532

531

529

549

548

RB

Pave

d

Driv

eway

Pave

d

Driv

eway

547

Steep

Steep

Steep

Two

Stor

ey

Septic

A1.3

VEGETATIONMANAGEMENT PLAN

EXISTING (NUMEROUS) REDWOOD TREES (R) TO REMAIN

EXISTING MAPLES ACER PALMATUM (M) TO REMAIN.

EXISTING NATIVE GRASSES TO REMAIN.



SEPTIC FIELD

EXISTING BAYTREE/CLUMP (B) TO REMAIN.

N

NOTES: 1. ALL EXISTING LANDSCAPE AND VEGETATION TO REMAIN. NO PROPOSED LANDSCAPING.2. REFER TO FIRE SAFE MARIN FOR A LIST OF APPROVED PLANTS.

LONG TERM MAINTENANCE SCHEDULE:

1. ALL FLAMMABLE FUELS WILL BE REMOVED FOR A SPACE 50'-100' AROUND THE HOME.

2. TREES SHALL BE LIMBED 8 -10 FEET FROM THE GROUND.

3. NEEDLES AND LEAVES AND OTHER COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM ROOFS AND GUTTERS TWICE YEARLY MINIMUM.4. ALL WEEDS AND GRASSES SHALL BE CUT REGULARLY.

5. MOWERS, SAWS AND YARD MAINTENANCE EQUIPMENT SHALL BE EQUIPPED WITH SPARK ARRESTORS. AREAS TO BE MOWED SHALL BE CHECKED FOR ROCKS OR METAL TO AVOID SPARKING OF MOWER BLADES.

6. VEGETATION SHALL BE TRIMMED TO WITHIN 10'-0” OF ROADWAYS AS REQUIRED FOR DEFENSIBLE AREAS. TREES SHALL BE TRIMMED SO AS TO NOT HANG LOWER THAN 13'-6” ABOVE THE ROADWAY.

7. DEAD AND DYING VEGETATION SHALL BE SEASONALLY REMOVED TO REDUCE VEGETATION AND LADDER FUELS.

8. COORDINATE WITH ADJACENT PROPERTY OWNERS TO MAINTAIN TREE CANOPIES,

9. VEGETATION AND LADDER FUELS ON AN ANNUAL BASIS.



(E) NATIVE GRASSES TO REMAIN .

EXISTING ORNAMENTAL PLANTINGS TO REMAIN INCLUDING : WESTERN SWORD FERNS, RHODODENDRONS, CAMELIAS, FESTUCA RUBRA, MYRICA BUSHES.

EXISTING OAK (O) TO REMAIN.

EXISTING ORNAMENTAL PLANTINGS TO REMAIN INCLUDING : WESTERN SWORD FERNS, RHODODENDRONS, CAMELIAS, FESTUCA RUBRA, MYRICA BUSHES.

05.23.19


XX XExisting fenceline

28"

36"R10"B

17"O

13"M


Elderberry (EB), Bottlebrush (BB) or other tree or shrub as described

Stump, size as noted

Maple (M) tree, size as noted

Redwood (R), Fir (F) tree, size as notedBay(B) tree or clump, size as noted

488

490 Five-foot or Ten-foot Contour Line

One-foot or Two-foot Contour Line

LEGEND

S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9

1" = 10'-0"


94901

C - 28390


001LAUNDRY

003BEDROOM

004BEDROOM003A

CLOSET

002STORAGE

007HALLWAY

006BATHROOM

005BEDROOM

005ACLOSET

006ATOILET

UP

EXISTING/DEMO PLAN LOWER FLOOR

NEW WALLS

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

PLAN LEGEND

NOTE: ALL PLUMBING FIXTURES TO COMPLY WITH 2016 CAL GREEN STANDARDS

39'-4

"

54'-1 1/2"

12'-9" 12'-11"11'-6" 4'-3 1/2"4'-8"

12'-5

1/2

"4'

-10"

11'-8

1/2

"

1'-4

"1'

-4"

A2.0

EXISTINGPLANS

N

05.23.19

1A

3.1

4A3.2

2A3.1

3A

3.2

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


UP

100ENTRY

101LIVING RM

102LIVING RM

103KITCHEN

100ACLOSET 100B

CLOSET

104BATHROOM

103APANTRY

DN

EXISTING/DEMO PLAN GROUND FLOOR

NEW WALLS



PLAN LEGEND


40'-1

1/2

"

15'-1

1/2

"14

'-4 1

/2"

A2.1

EXISTINGPLANS

N

05.23.19

1A

3.1

4A3.2

2A3.1

3A

3.22

A4.1

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


200BEDROOM

202BEDROOM

201HALLWAY

203BATHROOM

202ACLOSET

203ATOILET RM

DN

203BSHOWER

200ACLOSET

NEW WALLS



PLAN LEGEND


14'-0" 25'-9"14'-1"

26'-3

1/2

"

A2.2

EXISTINGPLANS

N

05.23.19

1A

3.1

4A3.2

2A3.1

3A

3.2

1A4

.1

EXISTING/DEMO PLAN UPPER FLOOR

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


533

528

532

534

536 53

8

530

535

533

531

529

527

526

527

526

A2.3

EXISTINGPLANS

N

05.23.19

EXISTING ROOF PlANS

EXISTING UPPER ROOF RIDGE HEIGHT TO REMAIN. EXISTING UPPER ROOF PITCH TO REMAIN.

EXISTING SKYLIGHTS TO REMAIN.

EXISTING CHIMNEY TO REMAIN.

AREA OF ROOF DAMAGED BY FALLEN TREE.

NEW WALLS



AREA DAMAGED BY FALLEN TREE

AREA OF EXPANSION

DENOTES POINT OF ELEVATION NOTED ON ROOF

PLAN LEGEND

Ridge: 561.41'above Grade at 538'

Ridge: 561.41'above Grade at 529.5'

Eaves: 544.62'above Grade at 527.75'

Eaves: 544.62'above Grade at 538'



Eaves: 552.29'above Grade at 538'Eaves: 552.29'

above Grade at 538'

Eaves: 552.29'above Grade at 538'Eaves: 552.29'

above Grade at 538'

56'-0 1/4"

52'-1 1/2"

26'-3 7/8"

6'-1

"28

'-3 1

/2"

6'-2

7/8

"

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


008A

Ref

StackW/D

LOWER LEVEL

Dresser Dresser

Closet

Books

Crawl Space(E) MECHANICAL

Outdoor soakingBathtubStorage

A2.4

MEDIA ROOM001

CLOSET002

GUEST SUITE 3003

SHOWER004

GUEST BATH 3005

WC006BAR

007

LAUNDRY008

WC009GUEST BATH2

010SHOWER

011

GUEST SUITE 2012

001C

001D

001E

003B

004A

012B

003C

003D

001B

001A

003A

003F

003E010A

012A

012C

PROPOSEDLOWER LEVEL

PLANS

Landing (Paved Patio) extends 36" in the direction of travel.

(N) Bi-Pass Sliding glass door. Marvin Modern Unit with Double Pane Insulated Safety Glass. PER CR-R308.1

Existing window to be replaced in existing opening. (N) Marvin Modern Window Unit with Double Pane Insulated Safety Glass. PER CRC-R308.1

(N) Marvin Modern Window Units with Double Pane Insulated Safety Glass. PER CRC-R308.1

Landing (Paved Patio) extends 36" in the direction of travel.



(E) Structural Columns and Grade Beams to remain. (E) Structural Columns and Grade Beams to remain.

Finish Floor Elevation at lower level to be lowered 12-14" within existing crawl space. Existing structural foundation to be undisturbed.

N

012D

05.23.19

Shaded Area- Area of New addition. Total New Area on Lower Level - 153 SF.

Shaded Area- Area of New addition. Total New Area on Lower Level - 153 SF.

1A

3.3

4A3.4

2A3.3

3A

3.4

12'-10 1/2"

6'-5 1/4"6'-5"

3'-1

"

8'-5"

5'-6"

3'-1"

3'-0"3'-0"

6'-5

"

8'-5"

3'-0"

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


2'-2

"

36"Ref

Pantry

GROUND LEVEL

DoubleOvens

40'-2

"

14'-1

0"4'

-6"

10'-0

"

20'-1 1/2"

13'-2"

7'-1

0 1/

2"

LogStor

Bench

10'-5

3/4

"4'

-5 1

/2"

7'-9

1/2

"

3'-8"

PantryPantry

101A

STAIR111

A2.5

PROPOSEDGROUND FLOOR

PLANS

Dresser

AutonPop UpTV LiftMech

Dresser Buffet

ENTRY101

POWDER102

STUDY103

HALL104

GUEST SUITE 1105

GUEST BATH106

DINING107

KITCHEN108

FAMILY ROOM109

MUD ROOM110

107B

108A

108D104A

105D

107A107C

108B

108C

109A

110C

101B101C

102B

103C

106B

105C

110B101D

103A

103D

105A

105B

106A

110A

Kitchen Notes:1. Provide a minimum of two 20 amp small appliance branch circuits to serve tamper resistant GFCI counter receptacles in kitchens, pantries, breakfast rooms, dining rooms and similar areas. 2. When separate circuits for the garbage disposal and dishwasher are terminated in the same box, provide a separate box. Label receptacles for the appliance they serve. Provide a handle tie for the circuit breakers at the service panel. No other receptacle shall be installed in this box. Dishwasher requires a GFCI receptacle outlet. 3. Install countertop receptacle outlets at each counter space 12” or wider. Install receptacles so that no point along the wall line is more than 24”, measured horizontally, from a receptacle outlet in that space. Provide a minimum of one receptacle for peninsula counters and islands.4. Countertop receptacles shall be located a maximum of 20 inches above or 12 inches below the countertop. Receptacles shall not be installed in a face up position. 5. Provide backflow prevention for spray heads attached to hoses.6. Connect dishwasher with approved air gap device located above the flood level of the sink. 7. Provide a minimum 100 cfm range hood that vents to the exterior (new buildings and substantial remodels). 8. Kitchen faucets shall not exceed 1.8 gallons per minute.

Deck-Landing extends 36" in the direction of travel.

New Entry Door with fixed Side Lites. Marvin Modern Metal and Glass door with Double Pane Insulated Safety Glass. PER CRC-R308.1.

103B

4'-2

"



(N) Wood Stair.


Landing extends 36" in the direction of travel.

Existing Side Deck and walkway to remain.


Existing stair to remain.

N

9'-4

1/4

"

109B

109C

109D

105E


05.23.19

Shaded Area- Area of New addition. Total New Floor Area on Second Floor -587 SF.

Shaded Area- Area of New addition. Total New Floor Area on Second Floor -587 SF.

1A

3.3

4A3.4

2A3.3

3A

3.4

2A4

.2

5'-3" 5'-3"14'-5"

13'-2"

5'-10 3/4"

7'-1

0 5/

8"3'

-0 1

/4"

6'-1

1/8

"3'

-0"

7'-1"

2'-0 1/4"2'-0 1/8"

8'-0 1/4"

2'-6

"4'

-10

1/8"

5'-10 3/4"

5'-4

7/8

"

5'-4

3/4

"

4'-3" 4'-3"4'-8"

3'-11 7/8"

Entry Landing extends 36" in the direction of travel.

20'-1 1/2"

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390



2'-3

1/4

"

UPPER LEVEL/LOWER ROOF PLAN

Drawers

(E)Skylight

(E)Skylight

(E)Skylight

(N)ClearstoryWindows

A2.6

PROPOSEDUPPER LEVEL

PLANS

HALL201

MASTER BEDROOM202

HALL203

CLOSET204

SHOWER206

MASTER BATH207

WC208

CLOSET 2209

202A

201A

209A

207A

207C

203A

207D

209B

210A

202C

STAIR210

(N)ClearstoryWindows

NEW STANDING SEAM METAL ROOF WITH 3:12 SLOPE.

3:12 Slope



N

(N)Skylight

3:12 Slope

207B208A

203B

202B

109D3'

-6" 5'-9

"

Drawers

7'-1

1/2

"3'-8

"

05.23.19

1A

3.3

4A3.4

2A3.3

3A

3.4

1A4

.2

Hipped Roof Height: 551'above Grade at 538'


NEW WALLS




AREA OF EXPANSION


BK Nitestar Exterior Down Light/Sconce

PLAN LEGEND



53'-9

1/4

"

58'-3 7/8"

38'-5

"

29'-4 1/4"

(N) BK NITESTAR EXTERIOR DOWNLIGHTS AT EXTERIOR DOORS AS REQUIRED BY CODE.

206A

3'-0"3'-0"

12'-10"

12'-10"

3'-0

"3'

-11"

9'-1

5/8

"

2'-0

"

12'-5

3/4

"15

'-4 1

/4"

5'-3 3/4"

4'-1

0 5/

8"

18'-11"

5'-8"

11'-6 1/2"

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


533

526

528

532

534

536 53

8

530

535

533

531

52952

7

527

526

Ridge: 561.41' above Grade at 538'

Eaves: 556.20above Grade at 538'




A2.7

PROPOSEDROOF PLANS

6.4:12 Slope

3:12 Slope

6.4:12 Slope

3:12 Slope

N

3:12 Slope3:12 Slope

(N) Skylight

108E

05.23.19

4x10, 4x12 FIRE TREATED WOOD TRELLIS OVER ENTRY

EXISTING SKYLIGHTS TO REMAIN

NEW STANDING SEAM METAL ROOF TO MAINTAIN SAME RIDGELINE/HEIGHT AND SLOPE . 6.4/12.


NEW SKYLIGHT.

4x10, 4x12 FIRE TREATED WOOD TRELLIS OVER DECK. WUI APPROVED MATERIALS.

NEW WALLS




AREA OF EXPANSION


PLAN LEGEND

57'-11 7/8"

53'-9

1/4

"

21'-0 1/4"

30'-6 1/2"

UPPER ROOF PLAN

Eaves of Lower Hipped Roof: 546'above Grade at 536'



Eaves of Lower Hipped Roof: 546'above Grade at 526.75'

(E) Ridge: 561.41' above Grade at 529.5'



Eaves of Lower Hipped Roof: 546'above Grade at 538'

Eaves of Lower Hipped Roof: 546'above Grade at 528.75'

APPLIED GUTTER AND DOWNSPOUT

209B

210A

202C

APPLIED GUTTER AND DOWNSPOUTAPPLIED GUTTER AND DOWNSPOUT

APPLIED GUTTER AND DOWNSPOUT APPLIED GUTTER AND DOWNSPOUT

Lower Hipped roof: 551'above Grade at 529.5'




1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390




A2.810.30.19

STORY POLEPLANS

N

109C

108E

6.4:12 Slope

3:12 Slope

6.4:12 Slope

3:12 Slope

3:12 Slope3:12 Slope

(N) Skylight

108E

4x10, 4x12 FIRE TREATED WOOD TRELLIS OVER ENTRY


NEW SKYLIGHT.

NEW WALLS




AREA OF EXPANSION


PLAN LEGEND

58'-3 7/8"

53'-9

1/4

"21'-0 1/4"

18'-4"

STORY POLE PLAN

POINT 1POINT 2

POINT 3

POINT 4

POINT 5POINT 6Eaves: 546'

Eaves: 545.41'

Eaves: 545.41'

Eaves: 546'

Eaves: 546'

Eaves: 546'

Story Pole Plan Notes:

- Ground Level FFE is: 538.03'

- Existing Roof Ridge to remain.

Eaves: 7'11 1/2"above Main Level

Finish Floor (538.03)Eaves: 7'11 1/2"

above Main LevelFinish Floor (538.03)


Finish Floor (538.03)


Finish Floor (538.03)

Eaves: 7'6" aboveMain Level Finish

Floor (538.03)

Eaves: 7'6" aboveMain Level Finish

Floor (538.03)

POINT 7

POINT 8POINT 9

12'11 7/8" above Main LevelFinish Floor (538.03)

Point @ Lower roof intersectsupper wall:

12'11 7/8" above Main LevelFinish Floor (538.03)

Point @ Lower roof intersectsupper wall:

12'11 7/8" above Main Level Finish Floor (538.03)

Point @ Lower roof intersects upper wall:

12'11 7/8" above Main Level Finish Floor (538.03)

Point @ Lower roof intersects upper wall:

POINT 10

EXISTING BUILDING FOOTPRINT.

EXISTING BUILDING FOOTPRINT.

2'-5 3/8"

16'-1

1/8

" 10'-0

5/8

"

16'-1

1/4

"

7'-9"

5'-9"

7'-9"

6'-1 1/4"

5'-3

5/8

"

11'-4

5/8

"

5'-3

5/8

"

11'-4

5/8

"

2'-4 3/8"

8'-7

"

2'-5 3/8"

1'-8

5/8

"2'

-7 7

/8"

POINT 11POINT 12

Eaves: 553.0715'0 7/8" above Main Level Finish

Floor (538.03)

Upper Level Eaves

Eaves: 553.0715'0 7/8" above Main Level Finish Floor (538.03)

Upper Level Eaves

POINT 13

Extend Existing ridge line

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S


94901

C - 28390



EXISTING - NORTH ELEVATION1

EXISTING - EAST ELEVATION2

EXISTINGELEVATIONS

A3.1

8'-0

"8'

-0"

546.95' (E) UPPER LEVELFINISH FLOOR

529.2' (E) LOWER LEVELFINISH FLOOR

538.03' (E) GROUND LEVEL FINISH FLOOR.

8'-0

"8'

-0"




561.42' (E) RIDGE HEIGHT

05.23.19

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


EXISTING - WEST ELEVATION4

EXISTING - SOUTH ELEVATION3

EXISTINGELEVATIONS

A3.205.23.19

8'-0

"8'

-0"




8'-0

"8'

-0"




EXISTING RIDGE HEIGHT AND SLOPE TO REMAIN. EXISTING ROOF TO BE REPLACED.

LOWER PORTION OF EXISTING ROOF TO BE REMOVED AND REPLACED.

EXISTING SIDING TO BE REPLACED.

EXISTING DECK TO BE REMOVED.

EXISTING RIDGE HEIGHT AND SLOPE TO REMAIN. EXISTING ROOF TO BE REPLACED.

LOWER PORTION OF EXISTING ROOF TO BE REMOVED AND REPLACED.


EXISTING DOORS AND WINDOWS TO BE REPLACED.


1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


PROPOSEDELEVATIONS

A3.32

(E) ROOF 6.4 /12 Slope

4 /12

9'-0

"8'

-0"

3 /12

PROPOSED - NORTH ELEVATION1



528.2' (N) LOWER LEVELFINISH FLOOR

9'-0

"

8'-0

"

7'-1

1 1/

2"




NEW SLIDING P.G. WOOD DOOR. DOUBLE PANE INSULATED SAFETY GLASS. PER CRC R-308.1

NEW 42" GLASS GUARDRAIL. CR LAURENCE GLASS SHOE WITH FRAMELSS SAFETY GLASS.

EXISTING RIDGELINE/HEIGHT AND PROFILE TO REMAIN.

NEW STANDING SEAM METAL ROOF. EXISTING 6.4/12 PITCH TO REMAIN. HEIGHT TO REMAIN UNCHANGED.

EXISTING SKYLIGHTS TO REMAIN.

NEW P.G. WOOD FIXED WINDOW. DOUBLE PANE INSULATED SAFETY GLASS. PER CRC R-308.1

EXISTING RIDGELINE/HEIGHT TO REMAIN.



NEW SLIDING P.G. WOOD DOOR. DOUBLE PANE INSULATED SAFETY GLASS. PER CRC R-308.1


PROPOSED - EAST ELEVATION

23'-5

"


EAVE

S

552.35' PROPOSED UPPER EAVE

527.5' EXISTING GRADE

538' EXISTING GRADE

33'-1

1"

23'-6

1/4

"

13'-0

1/4

"

NEW STANDING SEAM METAL LOWER ROOF. 3/12 PITCH.


ALL SIDES OF STRUCTURE TO BE RESIDED. STAIN GRADE VERTICAL 1 x 8 FIRE TREATED WOOD SIDING AS REQUIRED BY WUI.

05.23.19


18'-2

1/2

"

8'-0

"

7'-5

"

527.5' EXISTING GRADE

33'-1

1"

23'-6

1/4

"

24'-1

0 1/

4"

PROFILE OF EXISTING ROOF AS DASHED LINE.LOWER SECTION OF ROOF TO BE ALTERED AS SHOWN.

AREAS OF ADDITION- MARKED BY DASHED OUTLINE.




15'-0

7/8

"

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390



3

A3.4

PROPOSEDELEVATIONS

PROPOSED - SOUTH ELEVATION3

8'-0

"

PROPOSED - WEST ELEVATION4


















23'-5

"

538' EXISTING GRADE

13'-0

1/4

"

NEW SKYLIGHT.

05.23.19

546.0' (E) Ground Floor Eaves546.0' (E) Ground Floor Eaves




23'-5

"

538' EXISTING GRADE

EXISTING RIDGELINE/HEIGHT/EXTENSION TO REMAIN WITH NEW GABLED PROFILE ON WEST SIDE OF ROOF.

EXISTING HIPPED PORTION OF ROOF TO BE REMOVED AND ALTERED TO A GABLED PROFILE.

18'-2

1/2

"

18'-2

1/2

"

15'-0

7/8

"

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390



3

3

3

EXISTING - EAST WEST SECTION FACING SOUTH1

EXISTING - NORTH SOUTH SECTION FACING EAST2

EXISTINGSECTIONS

A4.1

101LIVING RM

102LIVING RM

103KITCHEN

202BEDROOM

003BEDROOM

004BEDROOM

003ACLOSET

002STORAGE

005BEDROOM

004BEDROOM

007HALLWAY

006BATHROOM

CRAWL SPACE

103KITCHEN

103APANTRY

104BATHROOM

100ENTRY

203BTOILET RM

203BSHOWER

202BEDROOM

200BEDROOM

8'-0

"8'

-0"

UPPER LEVELFINISH FLOOR

GROUND LEVELFINISH FLOOR

LOWER LEVELFINISH FLOOR

8'-0

"8'

-0"

UPPER LEVELFINISH FLOOR

GROUND LEVELFINISH FLOOR

LOWER LEVELFINISH FLOOR

05.23.19

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


Sand BlastedGlass

CRAWL SPACE

Sand BlastedGlass

Sand BlastedGlass

9'-0

"8'

-0"

SECTION - EAST- WEST FACING SOUTH1

DININGPantry Pantry

8'-1

0 1/

2"Ex

istin

g Sp

ringl

ine

(E) ROOF 6.4 /12 Slope

4 /123 /12

HALL KITCHEN

MASTER BEDROOM

GUEST SUITE 2 GUEST SUITE 3MEDIA ROOM9'-0

"8'

-0"

2SECTION - NORTH - SOUTH FACING EAST A4.2

PROPOSEDSECTIONS

MASTER DRESSINGMASTER BEDROOM MASTER BATH

MEDIA ROOM

BAR

DINING/ KITCHEN

ENTRY







05.23.1910

'-3 1

/4"

12'-9

5/8

"

9'-0

1/8

"

EXISTING HIPPED PORTION OF ROOF TO BE REMOVED AND ALTERED TO A GABLED PROFILE.

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390



3

PROPOSED MATERIALS AND COLORS:

1. SIDING- 1 x 8 GREY STAINED SIDING

2. MARVIN DOORS AND WINDOWS WITH GUNMETAL GREY CASING

3. ROOF- STANDING SEAM METAL ROOF-GREY

PROPOSEDMATERIALS

A4.311.06.19

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


94901

C - 28390


N58°44'30"E 119.14'

N74°18'30"W 52.68'

L9

Serber

Trust

2008

-0365

12

N

510

520

60"S

tump

14"F

466

505.3

4'50

050

250

450

6

508

518

516

514

512

504

506

24"F

16"F

24"F

Stum

p

510

520

60"S

tump

14"F

466

505.3

4'50

050

250

4

147

500.0

0'

SITE BENCHMARK

506

508

518

516

514

512

504

506

24"F

16"F

24"F

Stum

p

SEE NOTE 7

2016

Map

s 64

2015

-0432

06

Hayes

PARKING #29'0" x 18'0"

PARKING #29'0" x 18'0"

ADU51' x 37'

DRIVEWAY

31'-7

1/8

"

62'-3

5/8

"

73'-2

1/8

"

510

502

498

502

504

16"F

500

510

502

500

502

504

506

16"F

17"F

16"F

17"F

9"BTw

in 7",

12"O 6"S

nag

4"O

490

492

494

496

498

496 494 492

ADU1.0

PROPOSED SITEPLAN- ADU

N

11.06.19


EXISTING LANDSCAPE TO REMAIN.


PROPOSED SITE FOR ADU UNIT

PROPOSED DRIVEWAY AND PARKING FOR ADU

EXISTING SITE ACCESS

S C A L E

A R C H I T E C T



APN: 166-140-06

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9

1" = 10'-0"


94901

C - 28390



ADU2.0

PROPOSED ADUPLANS

N

11.06.19

8'-3 7/8"

6'-11 1/2"

8 3/16"

12'-0 7/16"

5'-10"4'-9 5/8"

5'-10"

8'-6 13/16"8'-0 11/16"10'-11 3/16"

14'-5 1/4"

2'-11 3/4"

7'-10 7/16"

12'-0"

5'-7 5/8"

2'-10 1/4"

4'-9 1/8"

14'-5 5/16"11'-2 11/16"

5'-2"

12'-3"

20'-7"

2'-3 13/16"

1'-3 3/8"

3'-9 1/4"6'-8 1/2"

3'-11 3/16"2'-5 3/4"

2'-7 13/16"

2'-5 11/16"

45'-1 7/8"

2'-4 1/4"2'-7 13/16"

20'-0"

8'-4 13/16"

2'-8 5/16"

BATH BATHPANTRY

GUEST BEDROOM BEDROOM

LIVING ROOM

KITCHEN

CLOSET CLOSET

ADU Ground Level Plan

ADU Roof/Story Pole Plan

POINT 1

POINT 2POINT 3

9'0" AFF (490')POINT 4

15'0" AFF (490')POINT 5

15'0" AFF (490')POINT 6

NEW STANDING SEAM METAL ROOF WITH 3:12 SLOPE.

5.9:12 Slope

(N) Bi-Pass Sliding glass door and window. Marvin Units with Double Pane Insulated Safety Glass. PER CR-R308.1


5.9:12 Slope


490

496

494

492

Proposed Interior Finish Floor level 490'0"

Ridge: 505'above Grade at 493'

Eaves: 499'above Grade at 495.5'

Eaves: 499'above Grade at 490'


9'0" AFF (490')


9'0" AFF (490')

9'0" AFF (490')

Ridge: 505' above Grade at 490'

1/4" = 1'-0"S C A L E

A R C H I T E C T



BLOCK/LOT:

S H E E T

P R O J E C T

R E V I S I O N S


94901

C - 28390

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


ADU3.1

PROPOSED ADUELEVATIONS

11.06.19

WESTNORTH SOUTH

6'-11 1/2"

7'-2"2'-11 3/4"

3'-8"

7'-2"2'-11 3/4"

3'-8"

6'-8"

2'-11 3/4"

46'-9" 22'-0 1/4"22'-0 1/4"

15'-0"

9'-0"

3'-0"

EAST

6'-8"

7'-6 7/8"

6'-10"

14'-3 13/16"

6'-8"

7'-8"

15'-0

"



ALL SIDES OF STRUCTURE TO BE STAIN GRADE VERTICAL 1 x 8 FIRE TREATED WOOD SIDING AS REQUIRED BY WUI.


PROPOSED ADU ELEVATIONS1

21PROPOSED ADU ELEVATIONS

5.9 /125.9 /12

6'-0

"9'

-0"

505' PROPOSED ROOF RIDGE

490.0' PROPOSED GROUND LEVEL FINISH FLOOR.

15'-0

"

499' PROPOSED EAVES

6'-0

"9'

-0"

505' PROPOSED ROOF RIDGE

490.0' PROPOSED GROUND LEVEL FINISH FLOOR.

15'-0

"

499' PROPOSED EAVES

1/4" = 1'-0"S C A L E

A R C H I T E C T



APN: 166-140-06


94901

C - 28390

S H E E T

P R O J E C T

R E V I S I O N S

Renewal

038

LICEN

SED ARCHITECT

STATE OF CALIFORNIA

JEFF

REY M MAHANEY

.

C-2 9


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145 SILVER HILLS PERMIT SET 05 30 19 v2020