ASSESSOR PARCEL MAP PROJECT STATISTICS VICINITY MAP S … · ab-3.1 existing elevations ab-3.2 existing elevations a-3.1 proposed elevatons no change santa barbara, ca. 93101 222

E. Site Coverage PercentagesEXISTINGCoverage Percentages

17.824 % 2280 sq.ft. Building Area Total: Building footrpint only, do not count upper floorsSubtotals

1688 sq.ft. Main building coverage area592 sq.ft. Accessory buidlings coverage area

61.882 % 7916 sq.ft. Landscaped Area TotalSubtotals

6333 sq.ft. Water Wise Plant Landscaped Areas 80 %1583.2 sq.ft. High Water Plant LandscapedAreas 20 %

20.294 % 2596 sq.ft. Paved Areas TotalSubtotals

592 sq.ft. Paved ground floor patios1579 sq.ft. Paved driveways

425 sq.ft. Paved walkways, Other12792 sq.ft. Total Parcel Net Lot Area (excludes public right of way easements)

PROPOSEDCoverage Percentages

17.824 % 2280 sq.ft. Building Area Total: Building footrpint only, do not count upper floorsSubtotals

1688 sq.ft. Main building coverage area592 sq.ft. Accessory buidlings coverage area

61.882 % 7916 sq.ft. Landscaped Area TotalSubtotals

6333 sq.ft. Water Wise Plant Landscaped Areas 80 %1583.2 sq.ft. High Water Plant LandscapedAreas 20 %

20.294 % 2596 sq.ft. Paved Areas TotalSubtotals

592 sq.ft. Paved ground floor patios1579 sq.ft. Paved driveways

425 sq.ft. Paved walkways, Other12792 sq.ft. Total Parcel Net Lot Area (excludes public right of way easements)

VICINITY MAP

SITE

SANTA BARBARA, CA. 93101512 BRINKERHOFF AVENUE

PHONE: (805) 963.2414

WADE DAVIS DESIGN

ARCHITECT:

1721 SANTA BARBARA ST.SANTA BARBARA, CA 93101

GAIL MANCUSO & BRIAN DOWNS

OWNER:

PROJECT DIRECTORY

SCOPE OF WORK1. INTERIOR REMODEL (271 SF).2. EXTERIOR ALTERATIONS:

A. LOWER EXISTING WINDOW 6" @ KITCHEN.B. NEW WINDOW @ BREAKFAST AREA.C. REMOVE EXISTING WINDOW @ EXISTING PANTRY.

MANCUSO/DOWNSRESIDENCE

1721 SANTA BARBARA STSANTA BARBARA, CA

These drawings, related specifications, ideas, designs andarrangements represented thereby are and shall remain the

property of Wade Davis Design & no part thereof shall becopied, disclosed to others used in connection with anywork or project other than the specific project which theyhave been prepared and developed without the written

consent of Wade Davis Design. Visual contact with thesedrawings or specifications shall constitute conclusive

acceptance of these restrictions

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AREA MAP

SITE

F.A.R. CALCULATOR"Instructions: Enter the information in the white boxes below. The spreadsheet will calculate the proposed FAR (floor area ratio), the 100% max FAR (per the Zoning Ordinance), and the 85% max FAR (per the Zoning Ordinance). Additionally it will determine whether a FAR Modification is required.

The Net Lot Area does not include any Public Road Easements or Public Road Right-of-Way areas. The proposed TOTAL Net FAR Floor Area shall include the net floor area of all stories of all building, but may or may not include basement/cellar floor area. For further clarification on these definitions please refer to SBMC §28.15.083."

ENTER Project Address: 1721 Santa Barbara St.Is there a basement or cellar existing or

proposed? No

ENTER Proposed TOTAL Net FAR Floor Area (in sq. ft.): 3,718

ENTER Zone ONLY from drop-down list: RS-15

ENTER Net Lot Area (in sq. ft.): 12,792Is the height of existing or proposed buildings

17 feet or greater? Yes

Are existing or proposed buildings two stories or greater? Yes

The FAR Requirements are: REQUIRED**

ENTER Average Slope of Lot: 7.00%Does the height of existing or proposed

buildings exceed 25 feet? Yes

Is the site in the Hillside Design District? NoDoes the project include 500 or more cu. yds.

of grading outside the main building footprint?

No

An FAR MOD is not required per SBMC §28.15

FLOOR AREA RATIO (FAR): 0.291

Lot Size Range: >= 20,000 sq. ft.

MAX FAR Calculation (in sq. ft.): 4,430 + (0.013 x lot size in sq. ft.)

100% MAX FAR: 0.317

100% MAX FAR (in sq. ft.): 4,126

85% of MAX FAR (in sq. ft.): 3,507

80% of MAX FAR (in sq. ft.): 3,301

The 3,718 square foot proposed total is 91.0% of the MAX FAR.*

* NOTE: Percentage total is rounded up.

**NOTE: If your project is located on a site with multiple or overlay zones, please contact Planning Staff to confirm whether the FAR limitations are "Required" or "Guideline".

PROJECT STATISTICSAPN: 027-111-005 Address: 1721 Santa Barbara Street

A. Residential Project StatisticsEXISTING

FloorBldg.

Main Building(s) Structure Type NetZoning

Building & Safety Floor Area (B&S

Gross) GrossRemodel B&S

Alteration/

1 existing Single-Family 3+ Bedrm. 1607 1688 02 existing Single-Family 3+ Bedrm. + 1568 1544

+Existing Main Building Area SUBTOTALS: 3175 3232

Garage/Carport1 existing detached (2) Car Garage + 543 592

Accessory Structuresexisting +

++

Basement or Cellar

Existing Area TOTALS: 3718 3824PROPOSED FOR DEMOLITION OR CHANGE OF USE

Bldg. Floor Main Building(s) Structure Type Net B&S Gross

square feetsquare feetsquare feet

Demolition or Change of Use Area SUBTOTALS: 0 0Garage/Carport

square feetsquare feet

Accessory Structuresexisting square feetexisting detached square feetBasement or Cellar

square feetDemolition or Change of Use Area TOTALS: 0 0 square feet

PROPOSED NEW CONSTRUCTION, INCLUDING ANY "AS BUILT" PROPOSALSBldg. Floor Main Building(s) Structure Type

Net B&S Gross

square feet+ square feet

+ square feetProposed Area SUBTOTALS: 0 0 square feet

Garage/Carport+ square feet

Accessory Structures+ square feet

+ square feetNon-Habitable Accessory Total: n.a. n.a. square feet

Basement or Cellarsquare feet

Proposed Area TOTALS: 0 0 square feetRESIDENTIAL TOTAL (EXISTING - DEMOLITION + NEW) = 3718 3,824 square feet*

*B&S Gross res. sq. ft. includes useable roof deck sq. ft. from "General Sheet".SCHOOL FEE SQ. FT. ESTIMATE = 0 (CA Gov. Code §63080)

Note: Any square footage for enclosed attic, cellar or basement areas < 5' in floor to ceiling height is not included. rev.6/8/07

PROJECT INFORMATION OWNER: GAIL MANCUSOSITE: 1721 SANTA BARBARA ST.

SANTA BARBARA, CA 93101

APN: 021-071-030ZONE DISTRICT: RS-15

DOWNTOWN:UPPER EASTSIDELOT SIZE: NET GROSS

0.29 AC 0.29 AC12,792 SF 12,792 SF

SLOPE: 7.00%FIRE ZONE: NOYEAR BUILT: 1895OCUPANCY TYPE: R-3/UCONSTRUCTION TYPE: V-B NON RATEDFIRE SPRKINLERS REQUIRED: NO

AREA CALCULATIONS NET SF GROSS SF(E) RESIDENCE:

(E) SFD TOTAL: 3,175 SF 3,232 SF

(E) ATTACHED GARAGE 543 SF 592 SF

(E) ATTACHED GARAGE 3,718 SF 3,824 SF

PARKING DATA:COVERED UNCOVERED

EXISTING 2 0PROPOSED: 0 0TOTAL @ PROJECT COMPLETION: 2 0

C. General Project StatisticsFLOOR TO AREA RATIO (FAR) (SBMC § 28.87.300) LANDSCAPING (SBMC § 22.80.020)

Lot Area 12792 Existing FAR* 0.29 For projects requiring Landscape Plans only:- Public Right of Way Areas 0 Proposed FAR* 0.29 Percent Water Wise Landscape Area

Net Lot Area: 12792 sq.ft. Water Wise Landscape Area in sq. ft.*FAR is calculated by dividing net proposed resulting High Water Landscape Area in sq. ft. project square feet by net lot area. Total Landscape Area in sq. ft.PROJECT RESIDENTIAL UNIT TOTALS BUILDING CODE INFORMATIONAt project studios 1-bdrm 2-bdrm 3+ bdrm Construction Type Occupancy Groupcompletion V-B R3PARKING (SBMC § 28.90.001)Code Required Spaces for Existing Development covered 2 uncovered 0Existing Spaces covered 2 uncovered 0Code Required Spaces for Proposed Project covered 0 uncovered 0Total Proposed Project Spaces (at project completion) covered 2 uncovered 0MAXIMUM HEIGHT OF NEW CONSTRUCTION (SBMC § 28.04.110)

Feet (at top of building ridge, from natural or finished grade, whichever is lower): 36'-8"GRADING & SLOPE (SBMC § 28.15.080)Under Main Building and within 5' of Main Building Average Slope: 7%

This part of form for preliminary ABR or HLC approval.0 Cut Where cut is going to: On-Site Fill 0 Off-Site Export 00 Fill Where fill is from: On-Site Cut 0 Off-Site Import 0

n.a. Recompaction0 TOTAL Main Building Footprint Grading

Elsewhere on Site (exs.: under driveway, detached garage, swimming pools or other other accessory structures)This part of form for preliminary ABR or HLC approval.

0 Cut Where cut is going to: On-Site Fill 0 Off-Site Export 00 Fill** Where fill is from: On-Site Cut 0 Off-Site Import 00 Recompaction0 TOTAL Non-Main Building Footprint Grading TOTAL Grading: 0

**includes fill added for recompaction activities outside the main building footprint.DECKS, LOGGIAS & PATIOS (for Building & Safety Permitting, Inspection & Fees) (CA UBC § 207)1st Floor:Uncovered: Existing: 128 Demolition: 0 New: 0 Existing - Demolition + New= 128Covered: Existing: 463 Demolition: 0 New: 0 Existing - Demolition + New= 463Upper FloorsUncovered:Existing: 0 Demolition: 0 New: 0 Existing - Demolition + New=Covered: Existing: 285 Demolition: 0 0 Existing - Demolition + New= 285Roof DecksUseable: Existing: 0 Demolition: 0 New: 0 Existing - Demolition + New=PROPOSED RESULTING PROJECT SUMMARY (SBMC § 28.87.300)

Net GrossPROPOSED RESIDENTIAL (EXISTING - DEMOLITION + NEW) = 3175 3232PROPOSED COMMERCIAL (EXISTING - DEMOLITION + NEW) =

PROPOSED GARAGE/CARPORT (EXISTING - DEMOLITION + NEW)= 543 592TOTAL: 3718 3824

STATISTICS FORM PREPARER CONTACT INFO.Project Statistics Forms Preparer (Name): Jim Davis Project Role: ArchitectDate: 12/3/19 e-mail: wadedavisdesign@gmail .com Phone: 805 963-2414

SCOPE OF WORKC COVERSHEET PROJECT STATISTICS

A-1.0 EXISTING SITE PLANA-1.1 EXISTING SITE PHOTOSA-1.2 NEIGHBORHOOD CONTEXT PHOTOS

A-2.1 EXISTING & PROPOSED LOWER FLOOR PLANA-2.2 EXISTING UPPER FLOOR PLAN (FOR REFERENCE ONLY)AB-3.1 EXISTING ELEVATIONSAB-3.2 EXISTING ELEVATIONSA-3.1 PROPOSED ELEVATONS

NO CHANGE

SANTA BARBARA, CA. 93101222 E. CANON PERDIDO STREET

PHONE: (805) 331.6018

JOHN LAMBE CONSTRUCTION

CONTRACTOR:

1. THE FOLLOWING SITE EVENTS, OBSERVATIONS OR INSPECTIONS ARE ADVISED OR REQUIRED AS NOTED:

-PRE-CONSTRUCTION MEETING ADVISED (ARCHITECT, G.C., SOILS ENG., OWNER, SUBS) -TEMPORARY EXCAVATION REQUIRED (SOILS ENG.) -BOTTOM OF EXCAVATION FOR REMOVAL FOR SLABS & DECKING REQUIRED (SOILS ENG.) -COMPACTION OF SECONDARY FILL REQUIRED (SOILS ENG.) -FOUNDATION EXCAVATION REVIEW FOR MAIN STRUCTURES REQUIRED (SOILS ENG., GEOLOGIST) -FOUNDATION EXCAVATION REVIEW FOR APPURTENANCES REQUIRED (SOILS ENG., GEOLOGIST) -SLAB STEEL PLACEMENT, PRIMARY & APPURTENANT STRUCUTRES REQUIRED (STRUCT. ENG., SOILS ENG. -> ADVISED) -SLAB SUBGRADE PRE-SATURATION REQUIRED (SOILS ENG.) -SLAB SUBGRADE MOISTURE BARRIER ADVISED (ARCHITECT, SOILS ENG.) -SLAB SUBGRADE BASE PLACEMENT ADVISED (ARCHITECT, STRUCT. ENG.) -FOUNDATION EXCAVATION REVIEW FOR RETAINING WALLS REQUIRED (SOILS ENG.) -RETAINING WALL SUBDRAIN AND ROCK PLACEMENT REQUIRED (ARCHITECT, SOILS ENG.) -RETAINING WALL BACKFILL COMPACTION REQUIRED (SOILS ENG.) -UTILITY TRENCH BACKFILL COMPACTION ADVISED (SOILS ENG.) -KEYING AND BENCHING REQUIRED (SOILS ENG.) -ROUGH FRAMING REQUIRED (ARCHITECT, STRUCT. ENG.) -SHEATHING REQUIRED (ARCHITECT, STRUCT. ENG.) -PLASTER WRAP AND REINFORCEMENT REQUIRED (ARCHITECT) -FINISH EXTERIOR AND INTERIOR PLASTER REQUIRED (ARCHITECT) -INSULATION REQUIRED (ARCHITECT) -ELECTRICAL LIGHTING AND OUTLET BOX PLACEMENT REQUIRED (ARCHITECT, OWNER)2. SHOULD CONSTRUCTION REVEAL ANY UNFORESEEN HAZARD OR CONDITION, THE ARCHITECT AND THE APPROPRIATE CONSULTING ENGINEER MUST BE NOTIFIED AND WILL PROVIDE ADDITIONAL RECOMMENDATIONS AND/OR DESIGNS IF NECESSARY TO ADDRESS THE CONDITION.3. ADVISE THE ARCHITECT AND/OR THE APPROPRIATE CONSULTING ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED SITE VISIT.

4. THE APPROVED PLANS AND PERMITS MUST BE ON THE JOB SITE AND AVAILABLE TO THE ARCHITECT AND PROJECT CONSULTANTS. 5. THE SOILS ENGINEER SHALL BE NOTIFIED TO INSPECT AND APPROVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING ANY FORMWORK OR REBAR.

REQUIRED INSPECTIONS

1. INTENT TO COMPLY: THIS PROJECT SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE (CBC), 2016 CMC, 2016 CPC, 2016 CEC, SBMC #5440, #5451, AND ALL APPLICABLE CITY ORDINANCES AND REGULATIONS.2. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS AND DIMENSIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY DESCREPANCIES AND INCONSISTANCIES BETWEEN DRAWINGS, SPECIFICATIONS, AND EXISTING CONDITIONS PRIOR TO SUBMITTING BID.3. CONTRACTOR SHALL NOTIFY THE ARCHITECT ABOUT ANY CONDITIONS REQUIRING A MODIFICATION OR CHANGE BEFORE PROCEEDING WITH THE WORK.4. ALL CONSTRUCTION TO PROVIDE A WATERPROOF, WEATHER TIGHT BUILDING. CONTRACTOR SHALL FLASH AND CAULK AS NECESSARY TO ACHIEVE THIS REQUIREMENT.5. CONTRACTOR SHALL MEET ALL CBC AND LOCAL CODE REQUIREMENTS REGARDING FOUNDATION CRAWL SPACE CROSS VENTILATION AND ATTIC CROSS VENTILATION.6. ALL BUILDING FOUNDATION WALLS ON THE EXTERIOR SIDE, BELOW GRADE, SHALL BE WATERPROOFED. MATERIALS USED TO ACHIEVE THIS REQUIREMENT SHALL BE APPROVED BY ARCHITECT PRIOR TO ORDERING OR INSTALLING MATERIAL.7. FINISH GRADE SHALL SLOPE AWAY FROM BUILDINGS A MIN. OF 2% FOR A MIN.10 FT. TO A DRAINAGE SWALE OR HARD PIPE SYSTEM DIRECTING WATER OUT AND AWAY FROM BUILDING TO A SUITABLE OUTLET (U.N.O.).8. ALL EXTERIOR WALLS TO BE OPENED DURING COSTRUCTION SHALL HAVE KRAFT FACED BATT INSULATION OR AS CALLED OUT IN THE TITLE 24 REPORT.9. ALL JOIST SPACES BETWEEN FLOORS SHALL HAVE R-30 BATT INSULATION.10. ALL 2X4 INTERIOR WALLS SHALL HAVE KRAFT FACED R-13 BATT INSULATION.11. ALL 2X6 INTERIOR WALLS SHALL HAVE KRAFT FACED R-19 BATT INSULATION.12. OPEN SIDES OF LANDINGS, DECKS AND BALCONIES MORE THAN 30" ABOVE ADJACENT GRADE SHALL HAVE 42" MIN. HEIGHT GUARDRAILS AND HAVE NO OPENING THAT WILL ALLOW PASSAGE OF A 4" DIAMETER SPHERE .13. CONTRACTOR SHALL NOT SCALE DRAWINGS.

GENERAL NOTES BEST MANAGEMENT PRACTICESBEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES:1. STOCKPILES OF EARTH, SAND AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. THIS INCLUDES SAND FOR STUCCO, DRYWALL DEMOLITION DEBRIS, DRYWALL “MUD” PACKAGING, ETC.2. 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.3. NON-STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE SITE.4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS MUST BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE.5. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.6. SEDIMENTS AND OTHER MATERIAL MAY NOT BE TRACED FROM 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 DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

ASSESSOR PARCEL MAP

SITE

S41°30'0"W170.00'

(E) GARAGE

S41°30'0"W170.00'

E X I S T I N G S I T E P L A NS C A L E : 1 / 8 " = 1 ' - 0 "

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30'-0"

30'-0"

FRONT SETBACK

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(E) MAINHOUSE

(E) PORCH

(E) DECK

S48

°30'

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74.8

2'

S48

°30'

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74.8

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AREA OF INTERIORREMODEL

PROPOSEDWINDOW

REMOVE(E) WINDOW

LOWER(E) WINDOW

BY 6"

53'-0"

(E) S

IDE

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LK

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1250 SFOPEN YARD

(E) WATER METER

(E) GAS METER

(E) W.I. FENCE W/ LOW STONE WALL

(E) 4'-0" H. CHAIN LINK FENCE @ PROPERTY LINE

(E) 6'-0" H. WOOD FENCE @ PROPERTY LINE

(E) 200 AMP ELEC.METER/MAIN

(E) POWER POLE

(E) SFD

(E) GARAGE

(E) SFD

(E) SFD

(E) ELEC. P.O.C.

EXISTING SITE PLAN

A-1.0Plot Date:

1/8" = 1'-0"

Dec 3, 2019


property of Wade Davis Design & no part thereof shall becopied, disclosed to others used in connection with any

work or project other than the specific project which theyhave been prepared and developed without the written



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V I E W O F S E C O R N E R F R O M S I D E Y A R D V I E W O F R E S I D E N C E F R O M S T R E E T V I E W O F N E C O R N E R F R O M S I D E Y A R D V I E W O F G A R A G E F R O M D R I V E W A Y

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Plot Date: 12.02.2019

NEIGHBORHOODCONTEXT PHOTOS

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VICINITY MAP - NOT TO SCALE

NORTH

1716 SANTA BARBARA ST. 1724 SANTA BARBARA ST. 1732 SANTA BARBARA ST.

1709 SANTA BARBARA ST. 1717 SANTA BARBARA ST.

1721 SANTA BARBARA ST.(SITE ADDRESS)

1727 SANTA BARBARA ST. 1731 SANTA BARBARA ST.

SANTA BARBARA ST.

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SITE

17271709

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1716

1732

201 EVALERIO

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1731

1717

1716

17321724

LOWER (E) WDWBY 6"

PROPOSEDWINDOW

(E) WDWTO BE REMOVED

A-2.1Plot Date: 12.03.2019

EXISTING & PROPOSEDLOWER FLOOR PLAN

1/4" = 1'-0"

WALL LEGEND

2 x 4 STUDS @ 16" O.C.

2 x 6 STUDS @ 16" O.C.

2 x 8 STUDS @ 16" O.C.

8" CMU WALL

2 x 4 STUDS @ 8" O.C.STAGGERED ON 2 x 6 PLATE

W/ R-13 INSULATIONSEE DETAIL 10/A-5.2

NEW CONSTRUCTION:

P R O P O S E D L O W E R F L O O R P L A NS C A L E : 1 / 4 " = 1 ' - 0 "

NORTH

CLOS.BATH

OFFICE

MEDIA ROOM

A/V CLOS.

CLOS.BATH

STAIR HALL

ENTRY

LIVING ROOM

DINING ROOM

KITCHEN

PANTRY

BREAKFAST AREA

E X I S T I N G L O W E R F L O O R P L A NS C A L E : 1 / 4 " = 1 ' - 0 "

NORTH

OFFICE

MEDIA ROOM

A/V CLOS.

STAIR HALL

ENTRY

LIVING ROOM

DINING ROOM

KITCHEN

BREAKFAST AREA

4'-4

"

R/F

(E) DECK

(E) DECK

(E) PORCH

(E) PORCH

(E) DECK

(E) PORCH

HATCHED AREA OFINTERIOR REMODEL






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EXISTING UPPERFLOOR PLAN

(FOR REFERENCE ONLY)

1/4" = 1'-0"

E X I S T I N G U P P E R F L O O R P L A NS C A L E : 1 / 4 " = 1 ' - 0 "

NORTH

BED 4

BED 2

BED 3

STAIR HALL

BATH 2

BATH 3

DECKLAUNDRY

MASTER BED

MASTER CLO.

MASTER BATH

DECK






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AB-3.1Plot Date: 12.03.2019

EXISTINGELEVATIONS

1/4" = 1'-0"

10'-2

"8'

-0"

10'-2

"9'

-6"

25'-8

1/2

"

36'-8

"

30'-0

"

S O U T H E L E V A T I O NS C A L E : 1 / 4 " = 1 ' - 0 "

(E) WINDOW TO BE REMOVEDPROPOSED WINDOWLOCATION

(E) WINDOW TO BE LOWERED 6"






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AB-3.2Plot Date: 12.03.2019

EXISTINGELEVATIONS

(FOR REFERENCE ONLY)

1/4" = 1'-0"

N O R T H E L E V A T I O N - N O W O R KS C A L E : 1 / 4 " = 1 ' - 0 "






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A-3.1Plot Date: 12.03.2019

PROPOSEDELEVATIONS

1/4" = 1'-0"

10'-2

"

EX

ISTI

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8'-0

"

EX

ISTI

NG

10'-2

"

EX

ISTI

NG

9'-6

"

EX

ISTI

NG

25'-8

1/2

"

EX

ISTI

NG

36'-8

"

EX

ISTI

NG

30'-0

"

S O U T H E L E V A T I O NS C A L E : 1 / 4 " = 1 ' - 0 "

P A R T I A L W E S T E L E V A T I O N - C O V E R E D P O R C HS C A L E : 1 / 4 " = 1 ' - 0 "

EXISTING WINDOWTO BE LOWERED 6"

PROPOSED WINDOWTO MATCH EXISTING

REMOVE EXISTING WINDOW& TRIM, REPLACE SIDING

P A R T I A L S O U T H E L E V A T I O N - C O V E R E D P O R C HS C A L E : 1 / 4 " = 1 ' - 0 "

SEE PARTIAL WESTELEVATION FOR MOREDETAIL

SEE PARTIAL SOUTHELEVATION FOR MORE

DETAIL






2.0 2 1 6 053 04 2 2

C 9 9 B A9 A 8@W

A D

E

D A

V I S

3.

,0



SHEET NO.

DESCRIPTION

REF. NORTH

SCALE

PROJECT JOB NO.

NO. DATE

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Documents

ASSESSOR PARCEL MAP PROJECT STATISTICS VICINITY MAP S … · ab-3.1 existing elevations ab-3.2 existing elevations a-3.1 proposed elevatons no change santa barbara, ca. 93101 222