N VICINITY MAP W E S - Santa Barbara - Home

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DATE DESCRIPTION

05/14/20 DESIGN REVIEW SUBMITTAL

206

E. V

ICTO

RIA

STRE

ETSA

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BAR

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, CA

9310

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-002

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T 1.0TITLE SHEET

FOR ARCHITECT STAMP ONLY

206 E. VICTORIA STREET SANTA BARBARA, CA 93101

BEST MANAGEMENT PRACTICES

ABBREVIATIONS&L@CL f(E)(N)#A.B.ACOUS.A.D.ADJ.AGGR.ALUM. APPROX.ARCH.ASPH.BD.BLDG.BLKG.BM.B.O.CAB.C.B..CEM.CER.C.I.C.J.CLGCALKG.CLO.CLR.C.O.COL.CONC.CONN.CONSTR.CONT.CORR.C.M.U.

CTSK.CNTR.CTR.d.DBL.DEPT.DET’LDIA.DIM.D.J.

DN.DR.DWR.DS.DWG.E.EA.E.J. EL.ELEC.ELEV.ENCL.EQ.EQPT.EXP.EXT.

And AngleAtCenter-lineDiameterExistingNewPound or NumberAnchor BoltAcousticalArea DrainAdjustableAggregateAluminumApproximateArchitecturalAsphaltBoardBuildingBlockingBeamBottom ofCabinetCatch BasinCementCeramicCast IronControl JointCeilingCalkingClosetClearCleanoutColumnConcreteConnectionConstructionContinuousCorrugatedConcrete Masonry UnitCountersunkCounterCenterPennyDoubleDepartmentDetailDiameteDimensionDoweledjointDownDoorDrawerDownspoutDrawingEastEachExpansion JointElevationElectricalElevatorEnclosureEqualEquipmentExpansionExterior

FDN.FIN.FL.FLASH.FLOUR.F.O.C.

F.O.F.F.O.M.F.O.S.F.S.FT.FTG.FURR.FA.GALV.G.F.I.

GL.G.L.B.

GND.GR.GYP.H.B. H.D. HDR.HDWE.HORIZ.HR.HT.I.D. INSUL.INT.JT.KIT.LAM.LAV.LIN.LT.L.V.L.

MAX.M.B. M.C.

MECH.MTL.MFR.MIN.MIR.MISC.M.O.

N.N.I.C.

NO./#NOM.N.T.S.O.A.O.C. O.D.OFF.OPNG.OPP.

FoundationFinishFloorFlashingFluorescentFace of ConcreteFace of FinishFace of MasonryFace of StudFull sizeFoot or FeetFootingFurringGaugeGalvanizedGround FaultInterrupterGlassGlued LaminatedBeamGroundGradeGypsumHose BidHold DownHeaderHardwareHorizontalHourHeightInside DiameterInsulationInteriorJointKitchenLaminateLavatoryLinenLightLaminatedVeneerMaximumMachine BoltMedicineCabinetMechanicalMetalManufacturerMinimumMirrorMiscellaneousMasonryOpeningNorthNot in ContractNumberNominalNot to ScaleOverallOn CenterOutside DiameterOfficeOpeningOpposite

PL.P.LAM.PLAS.PLYWD.PR.PRCST.P.T.Q.T. R.RAD.R.D. REF.REFR.RGTR.REINF.REQ’D.RESIL.RM.R.O. RWD.R.W.L. S.SCHED.SECT.S.F. SH.S & P SHWR.SHT.SIM.SPEC.SQ.STD.STL.STOR.STRUCT.SUSP.S.W.SYM.TRD.T.B. T.C. TEL.T & GTHK.T.O.T.P.

T.P.D.

T.V.T.S. TYP.UBC UNF.U.N.O.

VERT.W.W/W.C.WD.W/OWP.W.R.

WSCT.WT.

PlatePlasticLaminatePlasterPlywoodPairPre-castPressure-treatedQuarry TileRiserRadiusRoof DrainReferenceRefrigeratorRegisterReinforcedRequiredResilientRoomRough OpeningRedwoodRain Water LeaderSouthScheduleSectionSquare FeetShelfShelf and Pole ShowerSheetSimilarSpecificationSquareStandardSteelStorageStructuralSuspendedShearwallSymmetricalTreadTowel BarTop of CurbTelephoneTounge and GrooveThickTop ofTop of PavementToilet PaperDispenserTelevisionTube SteelTypicalUniformBuilding CodeUnfinishedUnless NotedOtherwiseVerticalWestWithWater ClosetWoodWithoutWaterproofWaterResistantWainscotWeight

AGENCY CONTACTCITY OF SANTA BARBARA:

COMMUNITY DEVELOPMENT630 GARDEN STREETSANTA BARBARA, CA 93101BUILDING DEPT: 564-5485PLANNING DEPT: 564-5470

ELECTRICALAGENCY:

SOUTHERN CALIFORNIA EDISON333 LOVE PLACESANTA BARBARA, CA 93117(805) 683-5252

GAS AGENCY: SOUTHERN CALIFORNIA GASP.O. BOX 6466SANTA BARBARA, CA 93160-6466(805) 681-8060

WATER AGENCY: CITY OF SANTA BARBARAPUBLIC WORKS DEPT.630 GARDEN STREETSANTA BARBARA, CA 93101(805) 564-5377

SEWER AGENCY: CITY OF SANTA BARBARAPUBLIC WORKS DEPT.630 GARDEN STREETSANTA BARBARA, CA 93101(805) 564-5377

PUBLIC RIGHT OF WAYA SEPARATE PUBLIC WORKS PERMIT IS REQUIRED FOR ALL PROPOSED WORK IN THE PUBLIC RIGHT-OF-WAY.

VICINITY MAPNOT TO SCALE

S

EW

N

PARKING CALCULATIONSSPACES REQUIRED FOR MARKET = 1 SPACE / 500 SQ. FT.

2,353 SQ. FT. / 500 SQ. FT. = 5 SPACES + 1 ADA SPACE = 6 TOTAL

SPACES REQUIRED FOR RESIDENCE = 1 SPACE

TOTAL REQUIRED SPACES = 6 STANDARD PARKING SPACES1 ADA PARKING SPACE

SWMP COMPLIANCE NOTES:SWMP IS NOT REQUIRED, TIER I CLASSIFICATION

WE ARE REMOVING IMPERVIOUS SURFACES AND REPLACING WITH PERVIOUSLANDSCAPING. PARKING AREA IS ONLY TO BE RE-STRIPED.

TOTAL AREA OF IMPERVIOUS SURFACES REMOVED = 458 SQ. FT.

ABATEMENT OF VIOLATIONS PER ENF2016-00282

SQUARE FOOTAGE BREAKDOWNEXISTING SQUARE FOOTAGE:(E) OFFICE BUILDING LOWER LEVEL

GROSS± 1,852 SF

± 6,731 SF

PROPOSED PROJECT SQUARE FOOTAGE: GROSS

(E) OFFICE BUILDING UPPER LEVEL ± 1,730 SF

(E) SITE TOTAL:

(E) OFFICE BUILDING TOTAL: ± 3,582 SF

(E) STORAGE BUILDING / BARN ± 796 SF(E) NEIGHBORHOOD MARKET ± 2,353 SF

(N) SINGLE FAMILY RESIDENCE LOWER LEVEL ± 1,852 SF

± 6,731 SF

(N) SINGLE FAMILY RESIDENCE UPPER LEVEL ± 1,730 SF

(E) SITE TOTAL:

(N) SINGLE FAMILY RESIDENCE TOTAL: ± 3,582 SF

(E) STORAGE BUILDING / BARN (TO SERVE RESIDENCE) ± 796 SF(E) NEIGHBORHOOD MARKET ± 2,353 SF

NO CHNAGES MADE TO NET OR GROSS SQUARE FOOTAGE.AREA OF REMODEL / RENOVATION = 30 SQ. FT.

PROJECT DESCRIPTIONABATEMENT OF ENF2016-00282 SCOPE OF WORK TO INCLUDE:

1. REPLACE (E) SLIDING WINDOWS WITH WINDOWS THAT MATCH OTHER (E) EXTERIOR WINDOWS.2. REPLACE (E) STUCCO FACES WITH (N) WOOD SIDING TO MATCH EXISTING.3. REPLACE INTERIOR DOUBLE DOORS WITH A (N) INTERIOR WALL TO MATCH EXISTING.4. PROCESS TO CONVERT THE BUILDING FROM COMMERCIAL OFFICE (B) OCCUPANCY TO A SINGLE FAMILY RESIDENCE (R-3).5. HISTORIC LANDMARKS COMMISSION FINAL APPROVAL AT HEARING ON SEPTEMBER 20, 2017 FOR SLIDING WINDOW REPLACEMENT.6. PARKING LOT RESTRIPING, NEW TRASH ENCLOSURE PERMITTING, AND NEW PARKING LOT LANDSCAPING PER HLC APPROVAL RECOMMENDATIONS.7.PERMIT EXISTING AS-BUILT AIR CONDITIONING UNITS AND ADD SCREENING WHERE NEEDED. SEEK WAIVER FOR DISTANCE FROM PROPERTY LINE.8.REQUESTED MODIFICATION FOR ALTERNITIVE OPEN YARD DESIGN - APPROVED.9. THE CONVERSION OF THE OFFICE TO A SINGLE FAMILY RESIDENCE RESULTS IN A GMP CREDIT OF 3,582 SF.

PROJECT SITE:206 E. VICTORIA STREETSANTA BARBARA, CA 93101

GENERAL REQUIREMENTSAll work shall be performed in a professional workmanlike manner by a licensed contractor and shall comply with the following:

1. These General notes unless otherwise noted on plans or specifications.

2. This project shall comply with:2019 California Building Code (Title 24) 2019 CRC (or current edition)2019 CMC (or current edition)2019 CPC (or current edition)

2019 CEC (or current edition)California Efficiency StandardsCalifornia Green Building Standards 2019 (Cal Green) or current

S.B. New Zoning Ordinance TITLE 30City of Santa Barbara Ordinance No. 5780

3. All applicable Local, State and Federal Codes, Ordinances, Laws,Regulations and Protective Covenants governing the site of work.

4. Standard Specifications of ASTM.

5. In case of conflicts, the more stringent requirements shall govern.

6. "Or Equal": the Contractor shall submit for the Designer's andBuilder's approval all materials or equipment which is considered "or equal" to that specified.

On Site Verification of all dimensions and conditions shall be the responsibility of the Contractor and Sub-contractors. Noted dimensions to take precedence over scale. Each Contractor and Subcontractor shall report to designer and Project Superintendent all Conditions which prevent the proper execution of their work. Client's Architect and Project Superintendent to be notified immediately by Contractor and Sub-Contractor should any discrepancy, error, omission, addition, or other question arise pertaining to the working drawings and/or specifications. The Contractor shall be held responsible for the results of any errors, discrepancies, or omissions which the Contractor failed to notify the Architect of before construction and/or fabrication of the work. Sub- contractor shall: Insure that all work is done in a professional workmanlike manner by skilled mechanics and shall replace any materials or items damaged by Sub-contractor performance. Sub- contractors and suppliers are hereby notified that they are to confer and cooperate fully with each other during the course of construction to determine the exact extent and overlap of each other's work and to successfully complete the execution of the work. All Sub-contractor workmanship will be of quality to pass inspections by local authorities, lending institutions, Architect or Builder. Any one or all of the above mentioned inspectors may inspect workmanship at any time, and any corrections needed to enhance the quality of building will be done immediately. The Contractor shall, at all times, provide protection against weather, rain, wind, storms, frost, heat or breakage so as to maintain all work, materials, apparatus, and fixtures free from injury or damage.The contractor shall at all times keep the premises free from all accumulations of waste material or rubbish caused by his employees, and at the completion of the work shall remove all rubbish, debris, equipment and surplus materials belonging to him from in and about the building and leave work site "Broom Clean". At the end of the day's work, all work likely to be damaged shall be covered. Any work damaged due to failure of protection as defined above shall be removed and replaced with new work at the Contractor's expense. Each Sub-contractor, unless specifically exempted by the terms of his sub-contract agreement, shall be responsible for cleaning up and removing from the job site all trash and debris not left by other Sub-contractors. Builder will determine how soon after Sub-contractor completes each phase of his work that trash and debris will be removed from the site.Workmanship: Compliance with drawings and/or specifications with regard to materials and methods of assembly will not, in itself, assure acceptance of the work. Of equal importance is good workmanship, the lack of which will be sufficient cause to refuse acceptance of the work.

CONSTRUCTION TYPE:

LAND USE ZONE:

AVERAGE SLOPE:

PROJECT ADDRESS:

OWNER:PROJECT STATISTICS

206 E. VICTORIA STREETSANTA BARBARA, CA 93101

C-G (SBMC TITLE 30)

TYPE V+/- 2%

FLOOD ZONE: NO

SIMON MAIDA206 E. VICTORIA STREETSANTA BARBARA, CA 93101

OCCUPANCY: M

APN: 029-122-001

GENERAL PLAN AREA: DOWNTOWN: LAGUNA

HILLSIDE DESIGN AREA: NO

SPRINKLERED: NOLOT SIZE: +/- 12,000.000 SQUARE FEET (0.28 ACRES)

OCCUPANCY CONVERSION: B TO R-3 (OFFICE TO SINGLE FAMILY RESIDENCE)

THIS PROJECT IS IN THE LOCAL RESPONSIBILITY AREA (LRA) AND IS IN A NON-VERY HIGHFIRE HAZARD SEVERITY ZONE (NON-VHFHSZ)

PROFESSIONALSARCHITECT: SHERRY & ASSOCIATES, ARCHITECTS

608 ANACAPA STREET, SUITE BSANTA BARBARA, CA 93101PH: (805) 963-0986 / FAX: (805) 963-0178

REQUIRED NOTIFICATIONS &INSPECTIONSFIRE DEPARTMENT: STOP WORK IMMEDIATELY AND CONTACT THE CITY FIRE DEPARTMENT, HAZARDOUS MATERIAL UNIT IF VISUAL CONTAMINATION OR CHEMICAL ODORS ARE DETECTED WHILE IMPLEMENTING THE APPROVED WORK AT THIS SITE. RESUMPTION OF WORK REQUIRES APPROVAL OF THE HAZARDOUS MATERIALS UNIT.

SHEET INDEXT 1.0T 2.0

A 1.0A 1.1A 1.2A 1.3A 1.4A 1.5A 2.0A 2.1

TITLE SHEET / GENERAL NOTES / PROJECT STATISTICSEXISTING AND PROPOSED SITE PLAN

EXISTING FLOOR PLAN - LOWER LEVEL OFFICEEXISTING FLOOR PLAN - UPPER LEVEL OFFICEPROPOSED FLOOR PLAN - LOWER LEVEL RESIDENCEPROPOSED FLOOR PLAN - UPPER LEVEL RESIDENCEEXISTING AND PROPOSED BARN/STORAGE BUILDING FLOOR PLANPROPOSED TRASH ENCLOSUREEXISTING EXTERIOR ELEVATIONSPROPOSED EXTERIOR ELEVATIONS

10 SHEETS TOTAL

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DATE DESCRIPTION


SITE PLAN

206

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1236 SANTA BARBARA STREETEXISTING NEIGHBORHOOD MARKET

(NOT PART OF RENOVATION)2,353 SQ FT EXTERIOR FOOTPRINT

EAST VICTORIA STREETSA

NTA

BA

RB

AR

A S

TREE

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PL PL

PL

PL

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PL

PL

(E) ASPHALT POURED TO FENCE EDGE. REMOVE ASPHALT AS NECESSARY TO INSTALL (N) FENCE AND OPEN YARD AREA PER PLAN

02

(E) 3'-6" WOOD FENCE

(E) EDGE OF ASPHALT

(E) WATER METER

(E) 6'-0" WOOD FENCE AT PROPERTY LINE

(E) ASPHALT DRIVEWAY TO REMAIN08

(E) DRIVEWAY ENTRY

(N) ACCESSIBLE STRIPING AND ROUTE TO PUBLIC RIGHT OF WAY

(N) LANDSCAPE PLANTER WITH TYPICAL 6" CURB

(N) LOW GROUND COVER IN PLANTER FOR MAINTENANCEAND LOW WATER USE, TYPICAL.

(N) ACCESSIBLE PARKING SIGN

(N) 6'-0"H WOOD FENCE WITH 4'-0"W PEDESTRIAN GATE

(N) BICYCLE PARKING (4 SPACE RACK BY PEAK RACKS)

(N) LANDSCAPING SCREENING FOR AS-BUILT CONDENSER UNIT

RELOCATE CONDENSER TO MIN. 5'-0" FROM PROPERTY LINE (PENDING HLC REVIEW)

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PROPOSED TRASH ENCLOSURE. SCREEN WALLS SHALL BE 5'-0"H WITH SMOOTH STUCCO FINISH TO MATCH EXISTING MARKET. PROVIDE 3'-0"W STEEL ACCESS GATE WITH 32" CLEARANCE OF ALL HARDWARE.REFER TO SHEET A 1.5 FOR TRASH ENCLOSURE DETAILS.

(E) RAISED CONCRETE PAD AT AS-BUILT CONDENSER UNIT

(E) 3'-0" LANDSCAPE PLANTER

(E) PARKING FOR RESIDENCE

REMOVE (E) CURB CUT

KEY NOTES

(N) CURB CUT AT DRIVEWAY ENTRY

VISIBILITY TRIANGLE22

(E) UNPERMITTED TRASH ENCLOSURE TO BE REMOVED23

(E) SHED TO BE REMOVED24

(E) ENTRY DECK

(E)DECK

(E) UTILITYPORCH U

P

UP

(E)DECK

UP

(E) ON-DEMANDWATER HEATER

(E) OFFICE TO BE CONVERTED TO A(N) SINGLE FAMILY DWELLING

206 E. VICTORIA STREETA.P.N. 029-122-001

+/-1

7'-5

"

+/-22'-1"

+/-1

2'-1

"

+/-1

4'-3

"

+/-60'-7"

(E) 796 SQ. FT.BARN/STORAGE

BUILDING

SERVES THERESIDENCE

06

13

05

1521

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24

19

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22

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16

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EXISTING & PROPOSED SITE PLANSCALE: 1/8" = 1'-0"

SITE PLAN GENERAL NOTESALL ROOFS, PAVED AREAS, YARDS AND COURTS SHALL BE DRAINED INTO A SEPARATE STORM SEWER SYSTEM. DISCHARGE THE WATER IN THE DIRECTION AWAY FROM THE BUILDING AND ADJACENT PROPERTIES AND NOT CAUSE EROSION (CPC CHAPTER 11)

PROVIDE DRAINAGE GRADIENT OF 2% IF IMPERVIOUS SURFACE IS PROVIDED AROUND STRUCTURES TO STREET OR APPROVED DRAINAGE SYSTEM, DRAINAGE SHALL NOT EFFECT ADJACENT PROPERTIES. PROVIDE 5% SLOPE FOR 10 FT AWAY FROM THE BUILDINGS.

SLOPE FOR PERMANENT FILL SHALL NOT BE STEEPER THAN 2:1 , DEVIATIONS FROM THIS REQUIREMENT ARE SHOWN IN THE SOILS REPORT. CUTS AND FILLS STEEPER THAN 5:1 SHALL BE CONSTRUCTED WITH SWALES AND SET BACK FROM PROPERTY LINES BY 2 FT MIN (CBC FIG 108.1, SEC 106-108)

SITE PLAN SHOWS ALL RESTRICTIONS THAT MAY AFFECT THE CONSTRUCTION OF THE PROJECT UNDER THIS PERMIT.

NO KNOWN PUBLIC WAYS OR PRIVATE EASEMENTS ON THIS PROPERTY.

THE DETERMINATION OF WHETHER OR NOT A BACKWATER VALVE IS REQUIRED PER CPC 710.1 IS TO BE MADE BY THE PLUMBING CONTRACTOR

CONSTRUCTION SITE BEST MANAGEMENT PRACTICES"BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES: ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS MUST BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED AS A SOLID WASTE. TRASH AND CONSTRUCTION RELATED SOLID WASTE MUST BE DEPOSITED INTO A COVERED WASTE RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. SEDIMENTS AND OTHER MATERIAL MAY NOT BE TRACKED FROM TO THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITION MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO MINIMIZE EROSION BY WIND AND WATER.”

ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY REGARDING NON-BEARING / BEARING WALLS. NO BEARING WALLS SHALL BE REMOVED WITHOUT ARCHITECT / STRUCTURAL ENGINEER REVIEW AND APPROVAL

DEMOLITION SHALL BE LIMITED TO THE SPECIFIC DAYS AND HOURS OF CONSTRUCTION AS SET FORTH BY THE DEPARTMENT OF BUILDING AND SAFETY, COUNTY OF SANTA BARBARA

NO DEMOLITION WORK SHALL BE COMMENCED PRIOR TO OWNER AUTHORIZATIONOF THESE PLANS, OWNER VERIFICATION OF EXTENT OF DEMOLITION, OR COUNTY OF SANTA BARBARA BUILDING DEPARTMENT APPROVAL.

STRUCTURAL ITEMS SHOWN "TO BE REMOVED" SHALL BE VERIFIED WITH ENGINEER FOR APPROPRIATE SHORING (IF APPLICABLE).

CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO DEMOLITION

ARCHITECT IS NOT RESPONSIBLE FOR REMOVAL OR ABATEMENT OF LEAD PAINT ORASBESTOS. CONTRACTOR SHALL PROVIDE REMOVAL AND ABATEMENT PER LOCALJURISDICTION REQUIREMENTS

EXTREME CARE SHALL BE TAKEN REGARDING THE REMOVAL OF: FINISHES STRUCTURAL ELEMENTS MECHANICAL SYSTEMS PLUMBING SYSTEMS ELECTRICAL SYSTEMS

EXTREME CARE SHALL BE TAKEN TO VERIFY ALL FIELD CONDITIONS WITH ARCHITECT AND ENGINEER PRIOR TO DEMOLITION

ANY REMOVAL OF EXISTING FOUNDATION SHALL BE DETERMINED BY CITY OF SANTA BARBARA AND BASED ON COUNTY REQUIREMENTS. COUNTY BUILDING INSPECTOR SHALL DETERMINE EXTENT OF REMOVAL ON SITE AT THE TIME OF (BUT PRIOR TO) ANY DEMOLITION.

DEMOLITION NOTES

+/- 1,190 SQ. FT.OPEN YARD

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DATE DESCRIPTION


206

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RIA

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VIO

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ABAT

EMEN

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F201

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82

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(E) ENTRY DECK

(E)ENTRYDECK

(E) FOYER

(E) HALLWAY

(E) RECEPTION

(E) OFFICE "C"

(E) CONFERENCEROOM

(E) OFFICE "A"

(E) HALLWAY

(E)RESTROOM

(E)RESTROOM

(E) DECK

(E) LUNCHBREAK ROOM

(E) UTILITY PORCH

(E)WALLWAY

(E)RESTROOM

(E)DECK

(E) OFFICE "D"

UP


UP

PRESERVE (E) 5068 DOUBLE SLIDING DOOR

REMOVE (E) 2620 SLIDING WINDOWS

REMOVE (E) STUCCO

REMOVE (E) SHOWER/TUB COMBO

01

0203

04

DEMOLITION FLOOR PLAN NOTES:

0203 03

02

04

01

UP

UP

UP

UP

A

A

B C E G

H

1

9

8

3

D F

9

6

5

4

1

7

2 2

+/-15'-0" +/-5'-6" +/-12'-5"

+/-3

'-0"

+/-6

'-4"

+/-2

9'-0

"

+/-16'-9" +/-14'-7" +/-10'-3" +/-15'-2"

+/-1

5'-0

"

+/-21'-7"

+/-8

'-1"

+/-7

'-9"

+/-3

'-1"

+/-3

'-10"

LOWER LEVEL FLOOR PLAN - PREVIOUSLY APPROVED/DEMOLITIONSCALE: 1/4" = 1'-0"S

E

WN A 1.0

FLOOR PLANS - PREVIOUSLY APPROVED DEMOLITION

ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY REGARDING NON-BEARING / BEARING WALLS. NO BEARING WALLS SHALL BE REMOVED WITHOUT ARCHITECT / STRUCTURAL ENGINEER REVIEW AND APPROVAL

DEMOLITION SHALL BE LIMITED TO THE SPECIFIC DAYS AND HOURS OF CONSTRUCTION AS SET FORTH BY THE DEPARTMENT OF BUILDING AND SAFETY, COUNTY OF SANTA BARBARA

NO DEMOLITION WORK SHALL BE COMMENCED PRIOR TO OWNER AUTHORIZATIONOF THESE PLANS, OWNER VERIFICATION OF EXTENT OF DEMOLITION, OR COUNTY OF SANTA BARBARA BUILDING DEPARTMENT APPROVAL.

STRUCTURAL ITEMS SHOWN "TO BE REMOVED" SHALL BE VERIFIED WITH ENGINEER FOR APPROPRIATE SHORING (IF APPLICABLE).

CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO DEMOLITION

ARCHITECT IS NOT RESPONSIBLE FOR REMOVAL OR ABATEMENT OF LEAD PAINT ORASBESTOS. CONTRACTOR SHALL PROVIDE REMOVAL AND ABATEMENT PER LOCALJURISDICTION REQUIREMENTS

EXTREME CARE SHALL BE TAKEN REGARDING THE REMOVAL OF: FINISHES STRUCTURAL ELEMENTS MECHANICAL SYSTEMS PLUMBING SYSTEMS ELECTRICAL SYSTEMS

EXTREME CARE SHALL BE TAKEN TO VERIFY ALL FIELD CONDITIONS WITH ARCHITECT AND ENGINEER PRIOR TO DEMOLITION

ANY REMOVAL OF EXISTING FOUNDATION SHALL BE DETERMINED BY COUNTY OF SANTA BARBARA AND BASED ON COUNTY REQUIREMENTS. COUNTY BUILDING INSPECTOR SHALL DETERMINE EXTENT OF REMOVAL ON SITE AT THE TIME OF (BUT PRIOR TO) ANY DEMOLITION.

DEMOLITION NOTES

SCALE: 1/4" = 1'-0"SE

WN

6 0

8

A

N

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C

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P

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S T

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(E)DECK

(E)OFFICE "K"

(E)HALLWAY

(E)HALLWAY

(E)OFFICE "G"

(E)OFFICE "H"

(E)OFFICE "J"

(E)BATH

(E)OFFICE "F"

(E)OFFICE "E"

(E)OFFICE "D"

DOWN

(E)DECK

DOWN

+/-15'-0" +/-5'-6" +/-12'-5"

+/-3'-0"

+/-6'-4"

+/-29'-0"

+/-16'-9" +/-14'-7" +/-10'-9" +/-8'-10"

+/-16'-3"

+/-15'-0"

+/-21'-7"

+/-5'-7"

A

A

B C E G

H

1

2

9

8

3

D F

9

6

4

2

1

7

A 1.1UPPER LEVEL FLOOR PLAN - PREVIOUSLY APPROVED/DEMOLITION

FLOOR PLANS - PREVIOUSLY APPROVED DEMOLITION

6 0

8

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O (N

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FAM

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RESI

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E


(E) ENTRY DECK

(E)ENTRYDECK

(E) FOYER (E) HALLWAY

(N) PARLOR

(N) LIVING ROOM

(N) DINING ROOM

(N) BEDROOM #1

(E) HALLWAY

(E)BATH

(E)BATH

(E) DECK

(N) KITCHEN

(E) UTILITY PORCH

(E)WALLWAY

(E)BATH

(E)DECK

(N) LIBRARY

UP


UP

UP

CM BSD B

SD B

SD BSD B

SD B

SD B SD B

CM BSD B

(E) EGRESSWINDOW

(E) EGRESSWINDOW

(E) EGRESSWINDOW

(E) EGRESSWINDOW

(E) CLOSET (E) CLOSET

UP

ELECTRICAL SYMBOLS

GFCI

SWITCHSS

GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR RECEPTACLE OUTLET

CARBON MONOXIDE ALARM WITH BATTERY BACKUPCM BHIGH EFFICACY (NOTE: FLUORESCENT IS ACCEPTABLE AS AN ALTERNATIVE TO H.E.)

H.E.

50 CFM MIN. EXHAUST FAN, MOISTURE ACTIVATED

WALL MOUNTED FLUORESCENTSURFACE FIXTURE

WATER PROOFW.P.

CEILING MOUNTED SURFACE FIXTURE

SD B BATTERY-OPERATED, RETROFIT SMOKEDETECTOR

AFCIARC-FAULT CIRCUIT INTERRUPTER PROTECTION FOR RECEPTACLE OUTLET

TRACK LIGHTING MOUNTED TO CEILING

VC VACANCY CENSOR

UP

UP

01

01

05 03

04

04

02

(N) FURRED WALL TO PRESERVE (E) DOUBLE DOOR.

REPLACE (E) 2620 SLIDING WINDOW WITH (N) 4666 WOODDOUBLE-HUNG SLIDING SASH WINDOW WITH DECORATIVEHORNS TO MATCH EXISTING. ADD FROSTED GLASS FOR PRIVACY.


REPLACE (E) EXTERIOR STUCCO WITH WOOD SIDING TO MATCHEXISTING. SEE EXTERIOR ELEVATIONS, SHEET A.5.

(N) FREE STANDING TUB. NEW TUB SHALL COMPLY WITH CODESB 407 CA CIVIL CODE 1101.1-1101.8. (N) SHOWERHEADS SHALLHAVE A AX FLOW RATE OF 2.5 GPM.

NOTE: ALL NEW GLAZING WILL HAVE A MAXIMIM U-FACTOR OF 0.32 AND A MAXIMUM SHGC OF 0.25.

01

02

03

04

05

REFERENCE NOTES:

(E) WALL TO REMAIN

WALL LEGENDS

(N) WALL INFILL

+/-7

'-8"

A

A

B C E G

H

1

9

8

3

D F

9

6

5

4

1

7

2 2

+/-15'-0" +/-5'-6" +/-12'-5"

+/-3

'-0"

+/-6

'-4"

+/-2

9'-0

"

+/-16'-9" +/-14'-7" +/-10'-3" +/-15'-2"

+/-1

5'-0

"

+/-21'-7"

+/-8

'-1"

+/-7

'-9"

+/-3

'-1"

+/-3

'-10"

PROPOSED FLOOR PLAN - LOWER LEVELSCALE: 1/4" = 1'-0"S

E

WN A 1.2

PROPOSED FLOOR PLANS

PLUMBING NOTES:1. ALL NEW AND RELOCATED PLUMBING FIXTURES SHOWN ON PLAN ARE TO BE TIED INTO EXISTING WATER/ SEWER SYSTEM POINT OF CONNECTIONS.

2. NEW PLUMBING FIXTURES TO BE WATER CONSERVING DEVICES AS SPECIFIED IN FLOOR PLAN GENERAL NOTES.

3. ALL PLUMBING FIXTURES ON PLAN ARE EXISTING U.N.O.

WINDOW AND DOOR NOTE:ALL EXISTING WINDOWS ARE TO REMAIN, UNLESS NOTED OTHERWISE.

VERIFY ALL WINDOWS AND DOORS (TYPES, MATERIAL, DIRECTION OF OPERABILITY, IF ANY, ETC) WITH OWNER PRIOR TO PURCHASE AND INSTALLATION

FIELD VERIFY AT LEAST 1 BEDROOM WINDOW IN EACH BEDROOM MEETS EGRESS REQUIREMENTS.

HIGH EFFICACY LIGHTING REQUIREMENTS:ALL INSTALLED LIGHTING MUST BE HIGH EFFICACY PER TABLE 150.0-A. 2016 CALIFORNIA ENERGY CODE TABLE 150.0

LIGHTING IN BATHROOMS: ALL LIGHTING SHALL BE HIGH EFFICACY AND AT LEAST ONE FIXTURE IN EACH BATHROOM SHALL BE CONTROLLED BY A VACANCY SENSOR. CALIFORNIA ENERGY CODE 150(k) 5

LIGHTING IN GARAGES LAUNDRY ROOMS, CLOSETS AND UTILITY ROOMS: ALL LIGHTING SHALL BE HIGH EFFICACY AND AT LEAST ONE LIGHT FIXTURE INSTALLED IN GARAGES, CLOSETS, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE CONTROLLED BY A VACANCY SENSOR. CALIFORNIA ENERGY CODE 150(k) 2.J

LIGHTING IN ROOMS OTHER THAN BATHROOM, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: PERMANENTLY INSTALLED LIGHTS IN ROOMS OTHER THAN RESTROOM, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES. CALIFORNIA ENERGY CODE 150(k) 7

RECESSED LUMINAIRES IN INSULATED CEILINGS: LUMINAIRES RECESSED INTO INSULATED CEILINGS SHALL NOT CONTAIN SCREW BASE SOCKETS AND SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) BY U.L. OR OTHER TESTING LAB RECOGNIZED BY BUILDING OFFICIAL, AND SHALL BE CERTIFIED AIR TIGHT TO SHOW AIR LEAKAGE LESS THAN 2.0 CFM AT .011 PSI IN ACCORDANCE WITH ASTM E283, AND SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND CEILING. CALIFORNIA ENERGY CODE 150(k)

SCREW BASED SOCKETS: LUMINAIRES WITH SCREW BASED SOCKETS SHALL MEET THE FOLLOWING REQUIREMENTS:i. THE LUMINAIRES SHALL NOT BE A RECESSED DOWN-LIGHT IN A CEILING; ANDii. THE LUMINAIRES SHALL CONTAIN LAMPS THAT COMPLY WITH REFERENCE JOINT APPENDIX JA8; ANDiii. THE INSTALLED LAMPS SHALL BE MARKED WITH "JA8-2016" OR "JA8-2016-E" AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8.

DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JA8.

OUTDOOR LIGHTING: PERMANENTLY INSTALLED OUTDOOR LIGHTS ON BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY AND THEY SHALL BE CONTROLLED BY A MOTION SENSOR WITH INTEGRAL PHOTOCONTROL CERTIFIED TO COMPLY WITH THE 2016 CALIFORNIA ENERGY CODE. CALIFORNIA ENERGY CODE 150(k) 9 A.

VENT FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING. 2016 CALIFORNIA ENERGY CODE 150(k)2B

FLOOR PLAN GENERAL NOTES:(N) FRENCH DOORS SHALL BE TEMPERED AND DUAL-GLAZED. (N) WINDOWS SHALL BE DUAL-GLAZED.

ALL EXTERIOR OPENINGS SHALL BE FLASHED IN ORDER TO MAKE THEM WATERPROOF.

ALL CONCEALED PLUMBING JOINTS SHALL BE NON-SLIP CONNECTIONS.

PROVIDE ACCESS PANEL (MIN. 12" X 12") OR UTILITY SPACE FOR ALL PLUMBING FIXTURES HAVING CONCEALED SLIP JOIN CONNECTIONS.

PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THE QUICK-ACTING VALVES FROM THE WASHER AND DISHWASHER PER U.B.C. SECTION 609.10.

WATER PRESSURE IN BUILDING SHALL BE LIMITED TO 80 P.S.I. OR LESS.

ALL PLUMBING WALLS SHALL BE 2 X 6 STUDS.

NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INCHES ABOVE GRADE OR STRUCTURE.

ALL HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICES. FIELD VERIFY AND RELOCATE AS REQUIRED TO ACCOMODATE DEMOLITION AND NEW CONSTRUCTION.

PROVIDE BATTERY-OPERATED DETECTORS IN ALL RETRO-FIT CONDITIONS (I.E. ALL RESIDENTIAL ADDITIONS, ALTERATIONS, OR REMODELS); ONE IN EVERY SLEEPING ROOM AND ONE IN EVERY HALLWAY LEADING TO EVERY SLEEPING ROOM. DETECTORS SHALL SOUND AN ALARM AUIDIBLE IN ALL SLEEPING AREAS OF THE RESIDENCE.

PROVIDE CARBON MONOXIDE DETECTORS AT EXISTING HALLWAY.

NOTES REGARDING AS-BUILT CONSTRUCTIONTHE AS-BUILT INFORMATION CONTAINED ON THESE DOCUMENTS DEPICTS EXISTING PROPERTY CONDITIONS AS OBSERVED BY SHERRY & ASSOCIATES, ARCHITECTS.

SHERRY & ASSOCIATES, ARCHITECTS INC HAS MADE EVERY EFFORT TO ACCURATELY DOCUMENT THE EXISTING CONDITIONS AND NOTE ANY ALTERATIONS REQUIRED FOR CODE COMPLIANCE. IF DEMOLITION AND DETAILED STRUCTURAL, WATERPROOFING, ENERGY OR OTHER INSPECTION CANNOT BE UNDERTAKEN PRIOR TO PERMIT ISSUANCE, ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ON SITE FIELD INSPECTION OF CODE COMPLIANCE DURING CONSTRUCTION.

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THIS OFFICE OF ANY NONCOMPLIANCES, DISCREPANCIES, ERRORS, OMISSIONS, ADDITIONS OR IN THE EVENT OTHER QUESTIONS ARISE PERTAINING TO THE WORKING DRAWINGS AND/OR SPECIFICATIONS HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.

HIGH FIRE HAZARD AREA NOTESTHIS PARCEL IS LOCATED WITH A DESIGNATED HIGH FIRE HAZARD AREA. ALL ELEMENTS OF NEW AND RE-BUILT CONSTRUCTION (EXTERIOR WALLS, ROOF COVERING, EAVES, BEAMS AND POSTS, DECK SKIRTING, ETC.) MUST COMPLY WITH REQUIREMENTS SET FORTH IN SECTION R337 OF THE 2016 CRC AND S.B. ORDINANCE NO. 5780.

ELECTRICAL NOTES:ALL ELECTRICAL SHOWN IS EXISTING UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY AND/OR PROVIDE RECEPTACLES AND WIRING FOR NEW APPLIANCES, AND ALONG EXISTING WALLS IN ORDER TO COMPLY WITH THESE PLANS AND ALL APPLICABLE CODES. RECEPTACLES IN EXISTING AND (N) BEDROOMS SHALL HAVE ARC-FAULT PROTECTION.

MATERIALS:ALUMINUM WIRE SHALL NOT BE USED IN ELECTRICAL WIRING WITHIN THE DWELLING UNIT.

WORKMANSHIP:ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES.

ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER THIS SECTION SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER.

WALL SWITCHES TO BE ABOVE FLOOR AS DETERMINED BY THE ARCHITECT. (42" ABOVE FLOOR, U.N.O.)

PROVIDE SEPARATE CIRCUITS FOR DISPOSAL, DISHWASHER WASHER AND DRYER, AND RE-CIRCULATION PUMP.

PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION AT ALL BATHROOMS, POWDER ROOMS, OUTDOOR RECEPTACLES AND GARAGES AND IN KITCHEN WHERE SHOWN ON PLAN, OR REQ'D BY CODE.

SMALL APPLIANCE BRANCH CIRCUITS:IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA OF A DWELLING UNIT, THE TWO OR MORE 20-AMPERE SMALL-APPLIANCE BRANCH CIRCUITS REQUIRED PER 2016 CEC 210.52(B)(2)

TAMPER RESISTANT OUTLETS IN ALL REMODELED AND NEW AREAS.CEC 406.11

RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY.

IN KITCHEN AND DINING AREAS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES @ 24" O.C. MAX.

ELECTRICAL SYSTEM GROUND SHALL BE PROVIDED PER NEC.

APPROVED RACEWAYS OR SUITABLE WIRING FOR ALL SPARE CIRCUITS SHALL BE AS FOLLOWS FOR RAISED FLR BLDGS: 1-1" CONDUIT TO ATTIC AND 1-1" CONDUIT TO UNDERFLR.

NO BRANCH CIRCUIT PANEL OR PROTECTIVE DEVICES SHALL BE INSTALLED IN BATHROOMS, PANTIRES, CLOTHES, JANITOR, LAUNDRY, OR SIMILAR CLOSETS, OR WATER HEATER / FURNACE COMPARTMENTS.

ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOM, KITCHEN, AND LAUNDRY ROOMS, DINING ROOMS, LIVING ROOMS, BEDROOMS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC-FAULT/BRANCH CIRCUIT INTERRUPTER. CEC210.12 (A) & (B).

ALL 125-VOLT, 15 AND 20 AMP RECEPTICALS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.

CONTRACTOR SHALL FIELD VERIFY AND/OR PROVIDE UFER GROUND PER 2016 CEC.

20-AMPERE BRANCH CIRCUITS FOR LAUNDRY ROOM RECEPTACLES.CEC 210.52(F)

BATHROOM RECEPTACLES: OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC 210.11(C)(3)

WATER CONSERVING PLUMBING FIXTURES:WATER CLOSET FLUSH: WATER CLOSETS, EITHER FLUSH TANK, FLUSHOMETER TANK, OR FLUSHOMETER VALVE OPERATED, SHALL HAVE AN AVERAGE CONSUMPTION OF NOT MORE THAN 1.28 GALLONS OF WATER PER FLUSH.

LAVATORY FAUCETS: MAXIMUM FLOW RATE OF 1.2 GPM AT 60 PSI.

KITCHEN FAUCETS: MAXIMUM FLOW RATE OF 1.8 GPM AT 60 PSI.

SHOWERHEADS: MAXIMUM FLOW RATE OF 1.8 GPM AT 80 PSI AND MULTIPLE SHOWERHEADS SERVING ONE SHOWER SHALL HAVE A COMBINED FLOW RATE OF ALL SHOWERHEADS OF 1.8 GPM AT 80 PSI.

2019 CALIFORNIA GREEN BUILDING CODE SECTION 4.303

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206

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(N)STORAGE

(E)HALLWAY

(E)HALLWAY

(N)BEDROOM #5

(N)BEDROOM #6

(N)BEDROOM #7

(N)BEDROOM #4

(N)BEDROOM #3

(N)BEDROOM #2

DOWN

(E)DECK

(E)DECK

(E)BATH

(E) EGRESSWINDOW

(E) EGRESSWINDOW

(E) EGRESSWINDOW

(E) EGRESSWINDOW

(E) EGRESSWINDOWS

(E) EGRESSWINDOW

CM BSD B

SD B SD B

SD B

SD BSD BSD B

CM BSD B

OPEN TO BELOW

ELECTRICAL SYMBOLS

CARBON MONOXIDE ALARM WITH BATTERY BACKUPCM B

SD B BATTERY-OPERATED, RETROFIT SMOKEDETECTOR

DOWN

+/-15'-0" +/-5'-6" +/-12'-5"

+/-3

'-0"

+/-6

'-4"

+/-2

9'-0

"

+/-16'-9" +/-14'-7" +/-10'-9" +/-8'-10"

+/-1

6'-3

"+/

-14'

-8"

+/-21'-7"

+/-5'-7"

A

A

B C E G

H

1

2

9

8

3

D F

9

6

4

2

1

7

PROPOSED FLOOR PLAN - UPPER LEVELSCALE: 1/4" = 1'-0"S

E

WN A 1.3

PROPOSED FLOOR PLANS

PLUMBING NOTES:1. ALL NEW AND RELOCATED PLUMBING FIXTURES SHOWN ON PLAN ARE TO BE TIED INTO EXISTING WATER/ SEWER SYSTEM POINT OF CONNECTIONS.

2. NEW PLUMBING FIXTURES TO BE WATER CONSERVING DEVICES AS SPECIFIED IN FLOOR PLAN GENERAL NOTES.

3. ALL PLUMBING FIXTURES ON PLAN ARE EXISTING U.N.O.

WATER CONSERVING PLUMBING FIXTURES:WATER CLOSET FLUSH: WATER CLOSETS, EITHER FLUSH TANK, FLUSHOMETER TANK, OR FLUSHOMETER VALVE OPERATED, SHALL HAVE AN AVERAGE CONSUMPTION OF NOT MORE THAN 1.28 GALLONS OF WATER PER FLUSH.

LAVATORY FAUCETS: MAXIMUM FLOW RATE OF 1.2 GPM AT 60 PSI.

KITCHEN FAUCETS: MAXIMUM FLOW RATE OF 1.8 GPM AT 60 PSI.

SHOWERHEADS: MAXIMUM FLOW RATE OF 1.8 GPM AT 80 PSI AND MULTIPLE SHOWERHEADS SERVING ONE SHOWER SHALL HAVE A COMBINED FLOW RATE OF ALL SHOWERHEADS OF 1.8 GPM AT 80 PSI.

2019 CALIFORNIA GREEN BUILDING CODE SECTION 4.303

WINDOW AND DOOR NOTE:ALL EXISTING WINDOWS ARE TO REMAIN, UNLESS NOTED OTHERWISE.

VERIFY ALL WINDOWS AND DOORS (TYPES, MATERIAL, DIRECTION OF OPERABILITY, IF ANY, ETC) WITH OWNER PRIOR TO PURCHASE AND INSTALLATION

FIELD VERIFY AT LEAST 1 BEDROOM WINDOW IN EACH BEDROOM MEETS EGRESS REQUIREMENTS.

HIGH EFFICACY LIGHTING REQUIREMENTS:ALL INSTALLED LIGHTING MUST BE HIGH EFFICACY PER TABLE 150.0-A. 2016 CALIFORNIA ENERGY CODE TABLE 150.0

LIGHTING IN BATHROOMS: ALL LIGHTING SHALL BE HIGH EFFICACY AND AT LEAST ONE FIXTURE IN EACH BATHROOM SHALL BE CONTROLLED BY A VACANCY SENSOR. CALIFORNIA ENERGY CODE 150(k) 5

LIGHTING IN GARAGES LAUNDRY ROOMS, CLOSETS AND UTILITY ROOMS: ALL LIGHTING SHALL BE HIGH EFFICACY AND AT LEAST ONE LIGHT FIXTURE INSTALLED IN GARAGES, CLOSETS, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE CONTROLLED BY A VACANCY SENSOR. CALIFORNIA ENERGY CODE 150(k) 2.J

LIGHTING IN ROOMS OTHER THAN BATHROOM, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: PERMANENTLY INSTALLED LIGHTS IN ROOMS OTHER THAN RESTROOM, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES. CALIFORNIA ENERGY CODE 150(k) 7

RECESSED LUMINAIRES IN INSULATED CEILINGS: LUMINAIRES RECESSED INTO INSULATED CEILINGS SHALL NOT CONTAIN SCREW BASE SOCKETS AND SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) BY U.L. OR OTHER TESTING LAB RECOGNIZED BY BUILDING OFFICIAL, AND SHALL BE CERTIFIED AIR TIGHT TO SHOW AIR LEAKAGE LESS THAN 2.0 CFM AT .011 PSI IN ACCORDANCE WITH ASTM E283, AND SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND CEILING. CALIFORNIA ENERGY CODE 150(k)

SCREW BASED SOCKETS: LUMINAIRES WITH SCREW BASED SOCKETS SHALL MEET THE FOLLOWING REQUIREMENTS:i. THE LUMINAIRES SHALL NOT BE A RECESSED DOWN-LIGHT IN A CEILING; ANDii. THE LUMINAIRES SHALL CONTAIN LAMPS THAT COMPLY WITH REFERENCE JOINT APPENDIX JA8; ANDiii. THE INSTALLED LAMPS SHALL BE MARKED WITH "JA8-2016" OR "JA8-2016-E" AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8.

DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JA8.

OUTDOOR LIGHTING: PERMANENTLY INSTALLED OUTDOOR LIGHTS ON BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY AND THEY SHALL BE CONTROLLED BY A MOTION SENSOR WITH INTEGRAL PHOTOCONTROL CERTIFIED TO COMPLY WITH THE 2016 CALIFORNIA ENERGY CODE. CALIFORNIA ENERGY CODE 150(k) 9 A.

VENT FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING. 2016 CALIFORNIA ENERGY CODE 150(k)2B

FLOOR PLAN GENERAL NOTES:(N) FRENCH DOORS SHALL BE TEMPERED AND DUAL-GLAZED. (N) WINDOWS SHALL BE DUAL-GLAZED.

ALL EXTERIOR OPENINGS SHALL BE FLASHED IN ORDER TO MAKE THEM WATERPROOF.

ALL CONCEALED PLUMBING JOINTS SHALL BE NON-SLIP CONNECTIONS.

PROVIDE ACCESS PANEL (MIN. 12" X 12") OR UTILITY SPACE FOR ALL PLUMBING FIXTURES HAVING CONCEALED SLIP JOIN CONNECTIONS.

PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THE QUICK-ACTING VALVES FROM THE WASHER AND DISHWASHER PER U.B.C. SECTION 609.10.

WATER PRESSURE IN BUILDING SHALL BE LIMITED TO 80 P.S.I. OR LESS.

ALL PLUMBING WALLS SHALL BE 2 X 6 STUDS.

NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INCHES ABOVE GRADE OR STRUCTURE.

ALL HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICES. FIELD VERIFY AND RELOCATE AS REQUIRED TO ACCOMODATE DEMOLITION AND NEW CONSTRUCTION.

PROVIDE BATTERY-OPERATED DETECTORS IN ALL RETRO-FIT CONDITIONS (I.E. ALL RESIDENTIAL ADDITIONS, ALTERATIONS, OR REMODELS); ONE IN EVERY SLEEPING ROOM AND ONE IN EVERY HALLWAY LEADING TO EVERY SLEEPING ROOM. DETECTORS SHALL SOUND AN ALARM AUIDIBLE IN ALL SLEEPING AREAS OF THE RESIDENCE.

PROVIDE CARBON MONOXIDE DETECTORS AT EXISTING HALLWAY.

NOTES REGARDING AS-BUILT CONSTRUCTIONTHE AS-BUILT INFORMATION CONTAINED ON THESE DOCUMENTS DEPICTS EXISTING PROPERTY CONDITIONS AS OBSERVED BY SHERRY & ASSOCIATES, ARCHITECTS.

SHERRY & ASSOCIATES, ARCHITECTS INC HAS MADE EVERY EFFORT TO ACCURATELY DOCUMENT THE EXISTING CONDITIONS AND NOTE ANY ALTERATIONS REQUIRED FOR CODE COMPLIANCE. IF DEMOLITION AND DETAILED STRUCTURAL, WATERPROOFING, ENERGY OR OTHER INSPECTION CANNOT BE UNDERTAKEN PRIOR TO PERMIT ISSUANCE, ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ON SITE FIELD INSPECTION OF CODE COMPLIANCE DURING CONSTRUCTION.

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THIS OFFICE OF ANY NONCOMPLIANCES, DISCREPANCIES, ERRORS, OMISSIONS, ADDITIONS OR IN THE EVENT OTHER QUESTIONS ARISE PERTAINING TO THE WORKING DRAWINGS AND/OR SPECIFICATIONS HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.

HIGH FIRE HAZARD AREA NOTESTHIS PARCEL IS LOCATED WITH A DESIGNATED HIGH FIRE HAZARD AREA. ALL ELEMENTS OF NEW AND RE-BUILT CONSTRUCTION (EXTERIOR WALLS, ROOF COVERING, EAVES, BEAMS AND POSTS, DECK SKIRTING, ETC.) MUST COMPLY WITH REQUIREMENTS SET FORTH IN SECTION R337 OF THE 2016 CRC AND S.B. ORDINANCE NO. 5780.

ELECTRICAL NOTES:ALL ELECTRICAL SHOWN IS EXISTING UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY AND/OR PROVIDE RECEPTACLES AND WIRING FOR NEW APPLIANCES, AND ALONG EXISTING WALLS IN ORDER TO COMPLY WITH THESE PLANS AND ALL APPLICABLE CODES. RECEPTACLES IN EXISTING AND (N) BEDROOMS SHALL HAVE ARC-FAULT PROTECTION.

MATERIALS:ALUMINUM WIRE SHALL NOT BE USED IN ELECTRICAL WIRING WITHIN THE DWELLING UNIT.

WORKMANSHIP:ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES.

ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER THIS SECTION SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER.

WALL SWITCHES TO BE ABOVE FLOOR AS DETERMINED BY THE ARCHITECT. (42" ABOVE FLOOR, U.N.O.)

PROVIDE SEPARATE CIRCUITS FOR DISPOSAL, DISHWASHER WASHER AND DRYER, AND RE-CIRCULATION PUMP.

PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION AT ALL BATHROOMS, POWDER ROOMS, OUTDOOR RECEPTACLES AND GARAGES AND IN KITCHEN WHERE SHOWN ON PLAN, OR REQ'D BY CODE.

SMALL APPLIANCE BRANCH CIRCUITS:IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA OF A DWELLING UNIT, THE TWO OR MORE 20-AMPERE SMALL-APPLIANCE BRANCH CIRCUITS REQUIRED PER 2016 CEC 210.52(B)(2)

TAMPER RESISTANT OUTLETS IN ALL REMODELED AND NEW AREAS.CEC 406.11

RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY.

IN KITCHEN AND DINING AREAS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES @ 24" O.C. MAX.

ELECTRICAL SYSTEM GROUND SHALL BE PROVIDED PER NEC.

APPROVED RACEWAYS OR SUITABLE WIRING FOR ALL SPARE CIRCUITS SHALL BE AS FOLLOWS FOR RAISED FLR BLDGS: 1-1" CONDUIT TO ATTIC AND 1-1" CONDUIT TO UNDERFLR.

NO BRANCH CIRCUIT PANEL OR PROTECTIVE DEVICES SHALL BE INSTALLED IN BATHROOMS, PANTIRES, CLOTHES, JANITOR, LAUNDRY, OR SIMILAR CLOSETS, OR WATER HEATER / FURNACE COMPARTMENTS.

ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOM, KITCHEN, AND LAUNDRY ROOMS, DINING ROOMS, LIVING ROOMS, BEDROOMS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC-FAULT/BRANCH CIRCUIT INTERRUPTER. CEC210.12 (A) & (B).

ALL 125-VOLT, 15 AND 20 AMP RECEPTICALS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.

CONTRACTOR SHALL FIELD VERIFY AND/OR PROVIDE UFER GROUND PER 2016 CEC.

20-AMPERE BRANCH CIRCUITS FOR LAUNDRY ROOM RECEPTACLES.CEC 210.52(F)

BATHROOM RECEPTACLES: OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC 210.11(C)(3)

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EXISTING & PROPOSED FLOOR PLAN - BARN / STORAGE BUILDINGNO PROPOSED ALTERATIONSSCALE: 1/4" = 1'-0"

S E

W N

A 1.4PROPOSED FLOOR PLANS

1

A B C

A B C

1

2

B C

2

3 3

B C

3 3

DASHED LINE INDICATESLINE UP UPPER LEVEL WALL

DOWN

UP

(E) STORAGE

(E)STORAGE

LOFT

+/-16'-0"

+/-3

8'-2

"

+/-16'-0" +/-1'-0" +/-16'-0"

+/-4

8'-2

"

+/-16'-0"+/-1'-0"

+/-4

8'-2

"

+/-3

8'-2

"

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PROPOSED TRASH ENCLOSURESCALE: 1/4" = 1'-0"

S E

W N

A 1.5PROPOSED TRASH ENCLOSURE

1'-0

"

(N) 8" CMU WALL WITH STUCCO TEXTURED TO MATCH BUILDING

(N) 5'-0" HIGH, 1-1/2 x 2" STEEL ANGLE FRAMED GATE WITH 2"x6" WOOD FACE

(N) 6'-0" WIDE x 8" HIGH CONCRETE CURB

(N) BOLT SLEEVE FOR DROP (FOOT) LATCH, BOTH GATES IN CLOSED AND120 DEGREE OPEN POSITIONS

(N) 4" DIA. STEEL PIPE, STANDARD WEIGHT

(N) CONCRETE BANG PAD

(N) 4 CU. YD. DUMPSTER

(N) STEEL BRACING STRAP, 1/4" x 2-1/5", WELDED TO GATE FRAME

(N) 2" MIN. CLEAR AT BOTTOM OF GATE

01

02

03

04

05

PLAN AND ELEVATION NOTES:

2353 SQ. FT. OF CONVENIENCE STORE

2353 X 0.0029 CU.YD./SQ. FT. = 6.82 CU.YD.

50% TRASH = 3.81 CU. YD. = 4 CU. YDS.

50% RECYCLE = 3.81 CU. YD. = 4 CU. YDS.

4 CU. YD. DUMPSTER EACH,FREQUENCY OF PICK UP = 1 PER WEEK

THUS (1) 4 CU. YDS. DUMPSTER, EACH FOR TRASH AND RECYCLEFREQUENCY OF PICK UP = 1 PER WEEK

TRASH ENCLOSURE NOTES:

5'-4

"

3'-4

"

120.0°

4'-8" 3'-11" 4'-8"

13'-3"

7 1/

2"8'

-0"

7 1/

2"5'

-11"

2'-10"

3'-0"

RECYCLE4 CU. YD

DUMPSTER

TRASH4 CU. YD

DUMPSTER

9'-10"4'-8"3'-8"8'-8"

5'-4

"

14'-6"

5'-4

"

7 1/2" 3'-0" 8'-7 1/2"

5'-4

"

06

06

01

02

03

0404

04 04

05

07

08

09

07

SOUTH ELEVATIONSCALE: 1/4" = 1'-0"

EAST ELEVATIONSCALE: 1/4" = 1'-0"

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

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

A 2.0

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HIT

EC

T.

DATE DESCRIPTION


206

E. V

ICTO

RIA

STRE

ETSA

NTA

BAR

BARA

, CA

9310

1

VIO

LATI

ON

ABAT

EMEN

T PE

R EN

F201

-002

82

PERM

IT A

S-BU

ILT

CONV

ERSI

ON

OF

(E) O

FFIC

E BU

ILDI

NG T

O (N

) SIN

GLE

FAM

ILY

RESI

DENC

E

EXTERIOR ELEVATIONS- EXISTING

A 2.0


(E) UPPER LEVEL PLATE+/- 23'-5"

T.O. (E) UPPER LEVEL ROOF+/- 30'-10"

(E) UPPER LEVEL F.F.+/- 15'-5"

(E) LOWER LEVEL FINISH FLOOR+/- 4'-3"

(E) FINISH GRADE+/- 0'-0"

(E) LOWER LEVEL PLATE+/- 14'-3"

+/- 2'-5"

+/- 0'-0"



(E) LOWER LEVEL FINISH FLOOR

(E) FINISH GRADE



AREA OF REMODEL/RENOVATION




FINISH FLOOR+/- 1'-10"


FINISH GRADE+/- 0'-0"



FINISH FLOOR

FINISH GRADE

+/- 3'-10"

+/- 0'-0"



2'-0

"2'-6" 2'-6"

2'-0

"


EXISTING EAST ELEVATIONSCALE: 1/4" = 1'-0"

EXISTING NORTH ELEVATIONSCALE: 1/4" = 1'-0"




(E) LOWER LEVEL FINISH FLOOR+/- 4'-3"

(E) FINISH GRADE+/- 0'-0"


+/- 2'-5"

+/- 0'-0"



(E) LOWER LEVEL FINISH FLOOR

(E) FINISH GRADE



REPLACE (E) STUCCO FINISH WITH (N) WOOD SIDING TO MATCH EXISTING.

REPLACE (E) 2620 SLIDER WINDOW WITH (N) 4666 WOOD DOUBLE-HUNGSLIDING SASH WINDOW WITH DECORATIVE HORNS TO MATCH EXISTING.ADD FROSTED GLASS FOR PRIVACY.


NOTE: ALL NEW GLAZING WILL HAVE A MAXIMIM U-FACTOR OF 0.32 AND A MAXIMUM SHGC OF 0.25.

01

02

03

REFERENCE NOTES:

01





FINISH FLOOR+/- 1'-10"


FINISH GRADE+/- 0'-0"



FINISH FLOOR

FINISH GRADE

+/- 3'-10"

+/- 0'-0"




01 03 02

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OF

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WN

SH

ER

RY

, A

RC

HIT

EC

T.

DATE DESCRIPTION


206

E. V

ICTO

RIA

STRE

ETSA

NTA

BAR

BARA

, CA

9310

1

VIO

LATI

ON

ABAT

EMEN

T PE

R EN

F201

-002

82

PERM

IT A

S-BU

ILT

CONV

ERSI

ON

OF

(E) O

FFIC

E BU

ILDI

NG T

O (N

) SIN

GLE

FAM

ILY

RESI

DENC

E


EXTERIOR ELEVATIONS- PROPOSED

A 2.1

PROPOSED EAST ELEVATIONSCALE: 1/4" = 1'-0"

PROPOSED NORTH ELEVATIONSCALE: 1/4" = 1'-0"

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