n vicinity map w e s - santa barbara - home
TRANSCRIPT
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DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
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OF
(E) O
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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
T 2.0
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DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
SITE PLAN
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
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FAM
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RESI
DENC
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FOR ARCHITECT STAMP ONLY
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
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(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)
01
03
04
05
06
07
09
10
11
12
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16
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21
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
13
06
13
24
19
06
22
22
16
01
15 15 16
14
02
03
04
07
08
09
10
11
23
05
20
18
17
16
12
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
05/14/20 DESIGN REVIEW SUBMITTAL
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
FOR ARCHITECT STAMP ONLY
(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
(E) ON-DEMANDWATER HEATER
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
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DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
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S-BU
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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
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DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
FOR ARCHITECT STAMP ONLY
(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
(E) ON-DEMANDWATER HEATER
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) 2620 SLIDING WINDOW WITH (N) 2066 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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DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
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E BU
ILDI
NG T
O (N
) SIN
GLE
FAM
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RESI
DENC
E
FOR ARCHITECT STAMP ONLY
(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)
6 0
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DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
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OF
(E) O
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ILDI
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O (N
) SIN
GLE
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RESI
DENC
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FOR ARCHITECT STAMP ONLY
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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DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
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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
6 0
8
A
N
A
C
A
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ES
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AR
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OF
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WN
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ER
RY
. A
LL
DE
SIG
NS
AN
D O
TH
ER
IN
FO
RM
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ION
ON
TH
E D
RA
WIN
GS
AR
E F
OR
US
E O
N T
HE
SP
EC
IFIE
D P
RO
JEC
T A
ND
AR
E N
OT
TO
BE
RE
PR
OD
UC
ED
, C
HA
NG
ED
, C
OP
IED
IN
AN
Y F
OR
M O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY
WIT
HO
UT
TH
E E
XP
RE
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ED
WR
ITT
EN
PE
RM
ISS
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OF
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WN
SH
ER
RY
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RC
HIT
EC
T.
DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
FOR ARCHITECT STAMP ONLY
(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) UPPER LEVEL PLATE+/- 21'-7"
T.O. (E) UPPER LEVEL ROOF+/- 29'-0"
(E) LOWER LEVEL FINISH FLOOR
(E) FINISH GRADE
(E) UPPER LEVEL F.F.+/- 13'-7"
(E) LOWER LEVEL PLATE+/- 12'-5"
AREA OF REMODEL/RENOVATION
(E) UPPER LEVEL PLATE+/- 21'-0"
T.O. (E) UPPER LEVEL ROOF+/- 28'-5"
(E) UPPER LEVEL F.F.+/- 13'-0"
FINISH FLOOR+/- 1'-10"
(E) LOWER LEVEL PLATE+/- 12'-9"
FINISH GRADE+/- 0'-0"
(E) LOWER LEVEL PLATE+/- 11'-10"
(E) UPPER LEVEL F.F.+/- 13'-10"
FINISH FLOOR
FINISH GRADE
+/- 3'-10"
+/- 0'-0"
(E) UPPER LEVEL PLATE+/- 23'-0"
T.O. (E) UPPER LEVEL ROOF+/- 30'-5"
2'-0
"2'-6" 2'-6"
2'-0
"
AREA OF REMODEL/RENOVATION
EXISTING EAST ELEVATIONSCALE: 1/4" = 1'-0"
EXISTING NORTH ELEVATIONSCALE: 1/4" = 1'-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) UPPER LEVEL PLATE+/- 21'-7"
T.O. (E) UPPER LEVEL ROOF+/- 29'-0"
(E) LOWER LEVEL FINISH FLOOR
(E) FINISH GRADE
(E) UPPER LEVEL F.F.+/- 13'-7"
(E) LOWER LEVEL PLATE+/- 12'-5"
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.
REPLACE (E) 2620 SLIDING WINDOW WITH (N) 2066 WOODDOUBLE-HUNG SLIDING SASH WINDOW WITH DECORATIVEHORNS 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
AREA OF REMODEL/RENOVATION
(E) UPPER LEVEL PLATE+/- 21'-0"
T.O. (E) UPPER LEVEL ROOF+/- 28'-5"
(E) UPPER LEVEL F.F.+/- 13'-0"
FINISH FLOOR+/- 1'-10"
(E) LOWER LEVEL PLATE+/- 12'-9"
FINISH GRADE+/- 0'-0"
(E) LOWER LEVEL PLATE+/- 11'-10"
(E) UPPER LEVEL F.F.+/- 13'-10"
FINISH FLOOR
FINISH GRADE
+/- 3'-10"
+/- 0'-0"
(E) UPPER LEVEL PLATE+/- 23'-0"
T.O. (E) UPPER LEVEL ROOF+/- 30'-5"
AREA OF REMODEL/RENOVATION
01 03 02
6 0
8
A
N
A
C
A
P
A
S T
R
E
E
T
,
S
U
I T
E
BS
A
N
T A
B
A
R
B
A R
A
,
C
A
9
3
1
0
1
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B
o
x
2
3 6
3
4
S a
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t a
B
a
r
b
a
r a
C
A
9
3
1
2
1
t e
l:
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0
5
)
9
6
3 -
0
9 8
6
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x: (
8
0
5
)
9
6
3
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0
1
7
8
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a
i l
:
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h e
r r
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S
h
e
r
r
y
&
A
s
s
o
c
i
a
t
e
s
a
r
c
h
i
t
e
c
t
s
TH
ES
E D
RA
WIN
GS
AR
E T
HE
PR
OP
ER
TY
OF
DA
WN
SH
ER
RY
. A
LL
DE
SIG
NS
AN
D O
TH
ER
IN
FO
RM
AT
ION
ON
TH
E D
RA
WIN
GS
AR
E F
OR
US
E O
N T
HE
SP
EC
IFIE
D P
RO
JEC
T A
ND
AR
E N
OT
TO
BE
RE
PR
OD
UC
ED
, C
HA
NG
ED
, C
OP
IED
IN
AN
Y F
OR
M O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY
WIT
HO
UT
TH
E E
XP
RE
SS
ED
WR
ITT
EN
PE
RM
ISS
ION
OF
DA
WN
SH
ER
RY
, A
RC
HIT
EC
T.
DATE DESCRIPTION
05/14/20 DESIGN REVIEW SUBMITTAL
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
FOR ARCHITECT STAMP ONLY
EXTERIOR ELEVATIONS- PROPOSED
A 2.1
PROPOSED EAST ELEVATIONSCALE: 1/4" = 1'-0"
PROPOSED NORTH ELEVATIONSCALE: 1/4" = 1'-0"