X

AX.X

XXX

XX

XX

Elevation/Section

Detail

Wall/Partition Type

Door

Window

Elevation Reference

Interior Elevation

Revision

Center Line

Align

Drawing Number

Sheet Number

Drawing Number

Sheet Number

Wall/Partition Type

Door Number

Window Type

Revision Number

Room InformationRoom Name

Room Number

X

CL

X

AX.X

XXX

XXX

[XXXXX]Specification Reference

AD

CB

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

Cover Sheet

A0.00

ABBREVIATIONS PROJECT NOTES PROJECT DIRECTORY DRAWING INDEX

Drawing ListSheet Number Sheet Name Sheet Issue Date

A0.00 Cover Sheet 11/16/09A0.01 Survey 11/16/09A1.01 Site Plan 7-9-10A2.00 Entry Level Plan 7-9-10A2.01 Main Floor Plan 7-9-10A2.02 Lower Level Plan 7-9-10A2.03 Roof Plan 7-9-10A3.01 East/West Elevations 7-9-10A3.02 North/South Elevations 7-9-10A4.01 Sections 7-9-10

A.C. Air ConditioningAcous. AcousticalAdj. AdjacentA.F.F. Above Finish FloorAggr. AggregateAlt. AlternateAl. AluminumApprox. ApproximateArch. ArchitecturalAvg. Average

Bitum. BituminousBldg. BuildingBlk. BlockBlkg. BlockingBm. BeamB.O. Bottom OfBot. BottomB.U. Built-up

Cab. CabinetCeil. CeilingCem. CementCer. CeramicC.L. Center LineClg. CeilingClr. ClearCol. ColumnConc. ConcreteConn. ConnectionConstr. ConstructionCont. ContinuousCpt. CarpetCtsk. Countersunk

Dbl. DoubleDept. DepartmentDet. DetailDia DiameterDim. DimensionDn. DownDwr. DrawerDwg. Drawing

(E) ExistingE EastEa. EachEl. ElevationElect. ElectricalElev. ElevatorEmer. EmergencyEncl. EnclosureEq. EqualEquip. EquipmentExp. ExpansionExt. Exterior

F.A. Fire AlarmF.B. Flat BarF.D. Floor DrainF.F. Finish FloorFdn. FoundationFin. FinishFl. FloorFluor. FluorescentFprf. FireproofFt. Foot / FeetFtg. FootingFurr. Furring

Ga. GaugeGalv. GalvanizedGl. GlassG.L. Grid LineGyp. Bd. Gypsum Board

H.B. Hose BibbHdwd. HardwoodHdwe. HardwareHoriz. HorizontalHt. Height

I.D. Inside DiameterInsul. InsulationInt. Interior

Jan. JanitorJt. Joint

Lab. LaboratoryLt. Light

Mach. MachineMat'l MaterialMax. MaximumMech. MechanicalMemb. Membrane

Manuf. ManufacturerMin. MinimumMisc. MiscellaneousMtd. Mounted

(N) NewN NorthNom. NominalNo. Number# NumberN.T.S. Not To Scale

O.C. On CenterO.D. Outside DiameterOpg. OpeningOpp. Opposite

Perf. PerforatedPerp. PerpenticularPl. PlatePh. PhaseP.L. Property LineP. Lam. Plastic LaminatePlas. PlasterPlywd. PlywoodPr. PairProp. PropertyPt. PointPtn. PartitionP.T. Pressure Treated

Qty. Quantity

R. RiserRad. RadiusRCP Reflected Ceiling PlanRm. RoomR.D. Roof DrainR.V. Roof VentRef. ReferenceRefr. RefrigeratorReinf. ReniforcedReq'd. RequiredResil. ResilientRm. RoomR.O. Rough OpeningR.W.L. Rain Water Leader

S SouthS.A.D See Architectural DrawingsSched. ScheduleSect. SectionS.E.D. See Electrical DrawingsSim. SimilarS.L.D. See Landscape DrawingsS.M.D. See Mechanical DrawingsS.P.D. See Plumbing DrawingsSpec. SpecificationSq. SquareS.S.D. See Structural DrawingsS.S. Stainless SteelStd. StandardSt.Stl. Stainless SteelStl. SteelStor. StorageStruct. StructuralSusp. SuspendedSym. Symmetrical

T TreadTel. TelephoneTemp. TemperedTer. TerrazzoT&G Tongue and GrooveT.O. Top ofT.O.P. Top of ParapetTV TelevisionTyp. Typical

Unfin. UnfinishedU.O.N. Unless Otherwise NotedUtil. Utility

Vert. VerticalVest. VestibuleV.I.F. Verify in Field

W WestW/ WithW.C. Water ClosetW/D Washer/DryerW.H. Water HeaterW/O WithoutW.P. WaterproofWt. Weight

1. All work to be in compliance with the 2007 California Building Code (which incorporates the International Buidling Code), the 2001 California Plumbing Code, 2001California Mechanical Code, 2001 California Electrical Code, and the 2001 California Building Standards Code.

2. The documents describe intent. Contractor is responsible to provide complete, operational systems and installations. No claims for additional work will be awardedfor work which is described in these documents or which is reasonably inferable from them.

3. All dimensions, notes and details shown on a portion of a drawing shall apply typically to all opposite hand and/or similar conditions, U.O.N.

4. Details shown are typical. Similar details apply to similar conditions.

5. Contractor is responsible for the thorough coordination of all trades. No claims for additional work will be awarded for work related to such coordination.

6. The Contractor shall examine the contract documents and shall inform himself as to the entire contents thereof before submitting his proposal. Any errors orambiguities noted by him during said examination should immediately be called to the attention of the Architect before submitting a bid thereto. The Architect will issuean addendum or interpretation of the cited error or ambiguity. No subsequent claim for extra work will be allowed on account of claimed misunderstanding of themeaning or intent of the contract documents or any portion thereof if the item occasioning the claim appeared in, or was inferable from, said documents as furnished forbidding purposes.

7. The Contractor should visit the work site to ascertain by inspection pertinent local conditions such as location, character and accessibility of the site, availability ofthe facilities, character of existing building, etc.

8. Where a structural element is removed as indicated on drawings, verify location and dimensions with structural and architectural documents. Shore and brace asrequired.

9. Electrical, mechanical Design/Build subcontractors will be responsible for obtaining permits for their scope of work from the agencies having jurisdiction.

10. One copy of all building permits shall be submitted to the Architect.

11. All dimensions are to finish face of masonry, face of concrete, face of framing, centerline of steel, face of millwork, or fixtures U.O.N. Dimensions are notadjustable without Architect’s approval unless noted as "±". Verify dimensions marked "V.I.F." prior to commencement of construction and notify architect in writing ofany inconsistencies.

12. Contractor shall not scale drawings. Dimensions shall govern. Drawings at a large scale shall take precedence over drawings of a small scale. Details shallgovern over plans, sections and elevations.

13. Contractor shall verify rough opening requirements with manufacturer’s unit dimensions and prevent revision of rough openings, specifics of the situation if it occursshall be reported in writing to the Architect.

14. All mounting of equipment, fixtures or accessories - including wall, floor and ceiling installation - shall be as required to meet provisions of the 2001 CaliforniaBuilding Code (which incorporates the 1997 Uniform Buidling Code), the requirements of all other agencies having jurisdiction, and manufacturer’s instructions. Incases of differences contractor shall notify architect in writing. All casework shall be secured to support blocking at walls.

15. Contractor shall notify Architect immediately of all utilities determined in the course of construction as being necessary to be removed which have not otherwisebeen noted for removal. Contractor shall remove such utilities only after the consultation with the Architect and Owner. All utilities removed shall be disconnected, cutback to source, and capped. All penetrations created by the removal of utilities shall be sealed to match adjacent construction and finishes.

16. Delays resulting from failure to supply submittals and information shall be the responsibility of the General Contractor. Appropriate steps shall be taken to make upfor lost time.

17. Contractor shall protect area and new or existing materials and finishes from damage which may occur from construction, demolition, dust, water, etc. and shallprovide and maintain temporary barricades, closure walls, etc., as required to protect the public during the period of construction. Damage to new and existing materials,finishes, structures, and the equipment shall be repaired or replaced to the satisfaction of the Owner at the expense of the General Contractor.

18. Work areas to remain secure and lockable during construction.

19. Contractor shall remove all rubbish and waste materials of all subcontractors and trades on a daily basis and shall exercise strict control over job cleaning to preventany dirt, debris or dust from affecting any finished areas in or outside the job site. Burning of debris on the site shall not be permitted.

20. Upon completion, the Contractor shall leave the premises and all affected areas clean and in an orderly manner ready for move-in. This is to include cleaning of allglass (including inside of exterior glass) and frames, both new and existing.

21. Security provisions are part of this contract. Contractor shall review work and coordination requirements prior to start of construction.

22. Contractor shall not proceed with any work requiring additional compensation beyond the contract amount without written authorization from the architect or owner’srepresentative. Failure to obtain written authorization shall invalidate any claim for additional compensation.

Owners Rick McGee and Shannon Miller823 Alvarado RoadBerkeley, CA 94705

Architect Lundberg Design2620 Third StreetSan Francisco, CA 94107Contact: Michelle KriebelPhone: 415.695.0110

PROJECT DATA

PROJECT SITE: Anchor Bay, Mendocino CA

PROPERTY OWNERS: Rick McGee & Shannon Miller

PROJECT DESCRIPTION: New Single Family Residence

ASSESSORS NUMBER: Parcel Number 143-160-10

PARCEL SIZE: 2 2/3 acres (@131' x 897')

ZONING: RR2

TYPE OF CONSTRUCTION: II-N

NUMBER OF STORIES: 2 + roof deck

HEIGHT LIMIT: 28' above existing natural grade

SETBACKS: 30' (20' allowable) side setback

SYMBOLS LEGEND

VICINITY MAP

SITE MAP

HAVEN'SNECK

FISH ROCKS

GUALALA

HAVEN'S NECK

FISH ROCKS

PROPOSED HOUSE

PROPERTY LINES

HOUSE

1

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

2

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

Survey

A0.01

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

12' - 0" 8' - 0"

30' - 0"

31' - 0"

27' - 0"

21' - 3 1

/4"21' -

0"

21' - 0"

62' - 7 1/4"

24' - 0"14' -

8 1/2"

83' - 4 3/4"

38' - 4 1

/2"

929' - 9 1/2"

SE

TB

AC

K

20' -

0"

SE

TB

AC

K

20' -

0"

0' -

2 3

/4"

0' -

4 1

/2"

20' -

6"

0' -

6 1

/4"

20' -

3"

30' x 10' TURNOUT WITH 25' TAPEREDAPPROACHES ON EACH END

30' - 0"

10' -

0"

20' -

0"

20' WIDE PROPOSED DRIVEWAY SPLITTINGINTO TWO 12' WIDE DRIVEWAYS FOR ADJACENTPROPERTY AND PROPOSED HOUSE

16' - 0"

R 103' - 11 31/32"

R 175' - 5 7/16"

R 101' - 0"

R 50' - 0"

R 50' - 0"

R 50' - 0"

16' -

0"

16' - 0"

= SOIL PROFILE

7' -

0"

FIRE HYDRANT WITH STEELBOLLARDS ON BOTH SIDES

17' -

1 3

/4"

(E)

(E)

(E)

(E)

36' -

7 1

/2"

74' - 1"

20' -

4 1

/2"

27' -

6 1

/4"

21' -

5 3

/4"

26' - 3 1

/2"

11' - 10 1/4"

11' - 10 1/4"15' - 9 3 /4"

7' - 1 1/2"

(E) WELL

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1" = 30'-0"

Site Plan

A1.01

1" = 30'-0"1 Site Plan

PROPOSEDFOUR-BEDROOMRESIDENCE

PROPOSEDGARAGE

PROPOSEDGUESTCOTTAGE

HAMMERHEAD TURN-AROUND

20' SETBACK LINE

PROPERTY LINE

PROPERTY LINE

20' SETBACK LINE

EXISTING TOPO LINES, TYP.

PROPOSED DRIVEWAY

TOPOGRAPHIC MAP ON HIGHWAY 1,NEAR ANCHOR BAY

AP 143-161-10

*SEE ATTACHED PROPOSALSFOR ALL DESIGN NOTES ANDCONSTRUCTION DETAILS

PROPOSED BURIED PROPANE TANKS

PROPOSED GENERATOR PAD

PROPOSED WINDMILL

1,500 GALLON CONCRETEPUMP CHAMBER (8'x5'x5')

1,500 GALLON CONCRETESEPTIC TANK (8'x5'x5')

1.5" PVC SCH 40 FORCE LINE

P4

P3 10-12%

10-12%

100% REPLACEMENT AREA

EXTENT OF TOPSOIL COVER

PRESSURIZED HIGHLINELEECHFIELD AS DESCRIBED

EXTENT OF TOPSOIL COVER

4" DIA. SCH 40 PVC WATER LINEFROM TANK TO HYDRANT

PROPOSED 4,000 GALLONWATER TANK FOR FIRESUPPRESSION

1

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

ACCESS EASEMENTS FOR DRIVEWAY

2

2

28' - 4"

open

to b

elow

ROOF OVER LIVING AREA ROOF OVER BEDROOMSTORAGE

ENTRY

DECK

GARAGE

DECK BELOW

DECK

GUEST COTTAGE(630 SQ. FT.)

DRIVEWAYpermeable asphalt

PARKING COURT

BURIEDPROPANETANKS

6' x 3' PAD FOR GENERATOR

SKYSTREAM 3.7 WIND TURBINE

BATH

CLOSET

CLOSET

21' -

0"

3' - 0"3' - 0"

30' - 0"

12' -

0"

3' -

0"

10' -

0"

30' - 0"

4' - 0"

3' -

10

1/4"

12' - 0"

8' -

0"

30' - 7 1/4"27' - 0"

3' - 0"

6' -

0"

59' - 3"

5' - 0"

3' - 0" 21' - 0" 3' - 0"

15' -

0"

3' -

0"

3' -

0"

21' -

0"

21' -

3 1

/4"

27' - 0"

24' -

0"

33' - 0" 18' - 2 3/4" 5' - 2"

83' - 4 3/4"

13' -

7 1

/4"

24' - 3"

10' -

7 3

/4"

3' - 7" 15' - 0" 4' - 5"

4' -

3 1

/4"

5' -

4"

3' -

9"

19' -

8 1

/2"

concrete

concrete

PROPERTY LINE

20' SETBACK LINE

2

A4.01

1

A4.01

HOTTUB

EXISTING TOPOGRAPY LINES, TYP.

PROPOSED CHANGES TO TOPOGRAPHY, TYP.

10' - 10 1/32"10' - 0 7/32"

9' - 9"

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1/8" = 1'-0"

Entry LevelPlan

A2.00

1/8" = 1'-0"1 Entry Level Plan

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

elipticaltrainer

STORAGE CLOSETSTORAGE

BEDROOM

TERRACE

KITCHEN

DINING

LIVING

A/Vsubzero

dw

bbq

wood decking

wood

FOOTPRINT OF GARAGE(ABOVE)

FOOTPRINT OF GUESTCOTTAGE (ABOVE)

21' -

0"

27' - 0" 30' - 7 1/4"

30' - 0"

21' -

0"

21' -

3 1

/4"

23' - 4 3/4"0' - 10" 27' - 1" 5' - 1"

33' - 0"

5' - 1 1/4" 9' - 8 3/4" 11' - 4" 0' - 10"

27' - 0"

0' -

10"

5' -

7 3

/4"

7' -

4 1

/4"

2' -

0"

7' -

10

1/4"

24' -

0"

linens

16' - 5 1/4" 10' - 0 1/2"

26' - 5 3/4"

15' -

0"

9' -

0"

24' -

0"

4' - 0"

0' -

0 3

/4"

24' - 0"

83' - 4 3/4"

19' - 1" 4' - 11"

6' -

2 1

/4"

3' -

10"

5' -

4 1

/2"

3' -

7"

0' -

0 3

/4"

PROPERTY LINE

20' SETBACK LINE

2

A4.01

1

A4.01

EXISTING TOPOGRAPY LINES, TYP.

PROPOSED CHANGES TO TOPOGRAPHY, TYP.

concrete decking

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1/8" = 1'-0"

Main FloorPlan

A2.01

1/8" = 1'-0"1 Main Floor Plan

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

MECHANICAL

LAUNDRY

CLOSET

BEDROOM

W DSTORAGESTORAGE

ABALONE CLEANING

24' - 0"

12' - 2 3/4" 1' - 0" 10' - 4 1/4"

10' - 0 1/4" 16' - 1 3/4" 0' - 10"

27' - 0"

10' -

1"

7' -

2"

5' -

7"

24' -

0"

16' - 1 3/4" 10' - 4"

26' - 6 3/4"

6' -

4"

3' -

11

1/4"

3' -

5 3

/4"

14' -

2"

21' -

0"

3' - 4" 15' - 0" 4' - 11"

3' -

6 3

/4"

23' - 8 1/4"

3' -

6 3

/4"

50' - 7"

PROPERTY LINE

20' SETBACK LINE

FOOTPRINT OF GARAGE(ABOVE)

FOOTPRINT OF GUESTCOTTAGE (ABOVE)

21' -

0"

27' - 0" 30' - 7 1/4"

30' - 0"

21' -

0"

2

A4.01

1

A4.01

EXISTING TOPOGRAPY LINES, TYP.

PROPOSED CHANGES TO TOPOGRAPHY, TYP.

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1/8" = 1'-0"

Lower LevelPlan

A2.02

1/8" = 1'-0"1 Lower Level Plan

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

DECK

ROOFmonolithic membrane

ROOFliving/planted roof

ROOFliving/planted roof

ROOFstanding seam metalw/solar sheet

ROOF

BURIEDPROPANETANKS

12' - 0"

8' -

0"

DECK

6' x 3' PAD FOR GENERATOR

SKYSTREAM 3.7 WIND TURBINE

3' - 0"

6' -

0"

WALKWAYROOF

tempered glass

PROPERTY LINE

20' SETBACK LINE

PARKING COURT

DRIVEWAY

83' - 4 3/4"

32' - 7" 24' - 8" 26' - 1 3/4"

38' -

4 1

/2"

38' -

4 1

/2"

51' - 2 3/4" 5' - 2" 27' - 0"

15' -

11

1/2"

26' -

0 1

/2"

21' -

3 1

/4"

5' - 0" 27' - 0" 30' - 7 1/4"

30' - 0"

26' -

3 1

/2"

31' -

0"

30' - 0"

6' -

1 3

/4"

3' -

10

1/4"

2

A4.01

1

A4.01

EXISTING TOPOGRAPY LINES, TYP.

PROPOSED CHANGES TO TOPOGRAPHY, TYP.

DECK BELOW

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1/8" = 1'-0"

Roof Plan

A2.03

1/8" = 1'-0"1 Roof Plan

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

FF LOWER LEVEL78' - 0"

FF MAIN LEVEL88' - 0"

FF ROOF DECK98' - 0"

TOP OF STAIRPENTHOUSE ROOF106' - 9 1/2"

HIG

HE

ST

PO

INT

ON

BLD

G. T

O L

OW

ES

T P

OIN

T O

N G

RA

DE

33' -

9 1

/4"

HIG

HE

ST

PO

INT

ON

BLD

G. T

OH

IGH

ES

T P

OIN

T O

N G

RA

DE

13' -

9 1

/4"

0' - 0 3/4"

17' -

1"

12' - 0" 3' - 0" 9' - 0"

9' -

0"

6' - 0" 3' - 0" 12' - 0"

7' -

5"

10' - 0"

TOP OF HIGHESTROOF

111' - 9 1/2"

METAL FRAMED INSULATED WINDOWS, TYP.

KINGSPAN CENTURYWALL 36" WIDE METALWALL PANEL SYSTEM, 3" THICK, TYP.

FRAMELESS GLASS GUARD RAILS, TYP.

STANDING SEAM METAL ROOFS, TYP.

2'

12'

2'

12'

2'

12'

VERTICAL AXIS WINDMILL

FF LOWER LEVEL78' - 0"

FF MAIN LEVEL88' - 0"

FF ROOF DECK98' - 0"

TOP OF STAIRPENTHOUSE ROOF

106' - 9 1/2"

TOP OF HIGHESTROOF

111' - 9 1/2"

METAL FRAMED INSULATEDWINDOWS AND DOORS, TYP.

KINGSPAN CENTURYWALL 36" WIDE METALWALL PANEL SYSTEM, 3" THICK, TYP.

FRAMELESS GLASS GUARD RAILS, TYP.

STANDING SEAM METAL ROOFS, TYP.

15' - 0" 3' - 0" 3' - 0"7' -

1"

8' -

8"

3' -

6"

10' -

0"

4' -

8 1

/4"

6' -

1"

1' -

3 1

/4"

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 9' - 0"

8' -

11"

0' - 0 3/4"

5' -

0"

8' -

9 1

/2"

10' -

0"

10' -

0"

2'

12'

2'

12'

2'

12'

STEEL-FRAMED ENTRY BRIDGE,OPEN AIR WITH FLAT METAL ROOF

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1/8" = 1'-0"

East/WestElevations

A3.01

1/8" = 1'-0"1 East

1/8" = 1'-0"2 West

HEIGHT LIMIT CALCULATIONS :

HIGHEST POINT ON BLDG. TO LOWEST POINT ON GRADE: 33' - 9 1/4"

HIGHEST POINT ON BLDG. TO HIGHEST POINT ON GRADE: 13' - 9 1/4"

33' - 9 1/4" +13' - 9 1/4" 47' - 6 1/2"

47' - 6 1/2" DIVIDED BY 2 = 23' - 9 1/4" CALCULATED HEIGHT

MAX ALLOWABLE HEIGHT: 28' - 0"

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

FF LOWER LEVEL78' - 0"

FF MAIN LEVEL88' - 0"

FF ROOF DECK98' - 0"

TOP OF STAIRPENTHOUSE ROOF106' - 9 1/2"

2

A4.01

1

A4.01

TOP OF HIGHESTROOF

111' - 9 1/2"

7' -

5"

3' - 0" 3' - 0" 24' - 0"

3' - 0"21' - 0"3' - 0"

8' -

0"

METAL FRAMED INSULATED WINDOWS, TYP.

KINGSPAN CENTURYWALL 36" WIDE METALWALL PANEL SYSTEM, 3" THICK, TYP.

STANDING SEAM METAL ROOFS, TYP.

TEMPERED CHANNEL GLASS, TYP.

METAL AND GLASS GARAGE DOOR

FF LOWER LEVEL78' - 0"

FF MAIN LEVEL88' - 0"

FF ROOF DECK98' - 0"

TOP OF STAIRPENTHOUSE ROOF106' - 9 1/2"

2

A4.01

1

A4.01

TOP OF HIGHESTROOF

111' - 9 1/2"

METAL FRAMED INSULATED WINDOWS, TYP.

KINGSPAN CENTURYWALL 36" WIDE METALWALL PANEL SYSTEM, 3" THICK, TYP.

FRAMELESS GLASS GUARD RAILS, TYP.

STANDING SEAM METAL ROOFS, TYP.

1' -

0"

5' -

6"

3' -

6"

3' -

6"

27' - 0"23' - 4 13/16"33' - 0"

1' -

0"

4' -

0"

3' -

6"

3' -

6 2

5/32

"

30' - 0"

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1/8" = 1'-0"

North/SouthElevations

A3.02

1/8" = 1'-0"1 North

1/8" = 1'-0"2 South

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10

FF LOWER LEVEL78' - 0"

FF MAIN LEVEL88' - 0"

FF ROOF DECK98' - 0"

TOP OF STAIRPENTHOUSE ROOF

106' - 9 1/2"

TOP OF HIGHESTROOF

111' - 9 1/2"

FF LOWER LEVEL78' - 0"

FF MAIN LEVEL88' - 0"

FF ROOF DECK98' - 0"

TOP OF STAIRPENTHOUSE ROOF

106' - 9 1/2"

TOP OF HIGHESTROOF

111' - 9 1/2"

Anchor Bay Residence

All drawings and written material appearing herein constituteoriginal and unpublished work of the Architect and may notbe duplicated,used or disclosed without written consent ofthe Architect.

Drawn By:

Checked By:Scale:

34570 South Highway 1Anchor Bay, CA 95445

RDH

TOL

1/8" = 1'-0"

Sections

A4.01

1/8" = 1'-0"1 Section Through Entry Stair Facing East

1/8" = 1'-0"2 Section Through Garage Looking West

Revision ScheduleRevision Set Issue Date

Permit Set 2-1-101 2-25-102 7-9-10