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PROJECT INFORMATION

T-1.1

SHEET INDEX

TITLE SHEET

PROJECT DESCRIPTIONBUILDING SQ. FT. INFO

VICINITY MAP

PROJECT SITE

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED INCOMPLIANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES ASADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANSIS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

2016 CALIFORNIA RESIDENTIAL CODE (C.R.C.)2016 CALIFORNIA HISTORIC CODE (C.H.B.C.)CALIFORNIA ADMINISTRATIVE CODE 2016 (TITLES 24 & 25)2016 CALIFORNIA MECHANICAL CODE (2016 C.M.C.)2016 CALIFORNIA PLUMBING CODE (2016 C.P.C.)2016 CALIFORNIA ELECTRICAL CODE (2016 C.E.C.)2016 CALIFORNIA GREEN BUILDING STANDARDS CODECITY ORDINANCES (TITLE 28)FEDERAL OSHAFEDERAL - AMERICANS WITH DISABILITIES ACTCOUNTY AIR POLLUTION CONTROL DISTRICT REQUIREMENTS2016 CALIFORNIA ENERGY CODE2016 CALIFORNIA ADMINISTRATIVE CODE2016 CALIFORNIA FIRE CODE2016 CALIFORNIA REFERENCED STANDARDS CODES.B.M.C.FEMA (TECHNICAL BULLETINS, PUBLICATIONSASCE 24-14, SBMC 22.24

1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.

CODE REQUIREMENT:

R-4 (TITLE 28)

610 & 612 CASTILLO STSANTA BARBARA, CA 93101

GROSS LOT SIZE:

ZONE:

APNPROJECT ADDRESS:

037-113-032

LOT SLOPE:

V-BCONST TYPE:

R-3, UOCCUPANCY:

NOHIGH FIRE:

11,250 SQ FT / 0.26 ACRES

4%

CONSTUCT 5 AVERAGE UNIT DENSITY UNITS IN THE HIGH DENSITY RESIDENTIAL ZONE,WITH AN AVERAGE UNIT SIZE OF 1,025 SF ON AN 11,250 SF PARCEL. THIS PROPOSALINCLUDES DEMOLITION OF 1 EXISTING SINGLE FAMILY HOME (610 CASTILLO), 1EXISTING ACCESSORY BUILDING, AND 1 EXISTING 5-CAR GARAGE, AND CONSTRUCTIONOF 4 NEW RESIDENTIAL UNITS. 1 EXISTING SINGLE FAMILY HOME WILL REMAIN, FOR ATOTAL OF 5 AVERAGE DENSITY UNITS. 6 PARKING SPACES ARE PROVIDED. THEPROJECT WILL SHARE DRIVEWAY ACCESS WITH THE NEIGHBORING PROPERTY AT 618CASTILLO, THROUGH A SHARED DRIVEWAY EASEMENT.

THIS 5-UNIT PROJECT IS DEVELOPED UNDER THE AVERAGE UNIT SIZE DENSITY (AUD)PROGRAM SBMC 28.20. WITH A LOT SIZE OF 11,250 SQ. FT., THE PROJECT MUST EXCEED3 UNITS ALLOWED UNDER BASE DENSITY (SBMC 28.21) IN ORDER TO QUALIFY FOR THEAUD DEVELOPMENT INCENTIVES. THE PROPERTY IS LOCATED IN THE HIGH DENSITYRESIDENTIAL LAND USE DESIGNATION. THE PROPOSED MAXIMUM AVERAGE UNIT SIZEIS 1,025 SQ. FT. NO FUTURE ADDITIONS THAT INCREASE THE AVERAGE UNIT SIZEGREATER THAN 1,245 SQ. FT. WILL BE ALLOWED. A REDUCTION IN THE NUMBER OFUNITS WILL NOT BE ALLOWED UNLESS THE AUD DEVELOPMENT INCENTIVES ARE NOLONGER REQUIRED.

THIS PROJECT RECEIVED PROJECT DESIGN APPROVAL UNDER TITLE 28.

FIRE SPRINKLERS

NFPA 13D FIRE SPRINKLERS ARE REQUIRED, WILL BE UNDER SEPARATE PERMIT.

PARKING

AUD

A-1.1 PROPOSED SITE PLAN

954 SQ FT612 CASTILLO

A-1.0 DEMOLITION PLAN1 of 1 SURVEY

A-1.2 PROPOSED OPEN YARD / OUTDOOR LIVING SPACE

(E) UNIT 1

1,105 SQ FT610 CASTILLO

1,105 SQ FT610 CASTILLO497 SQ FTACCESSORY BLDG882 SQ FT5-CAR GARAGE

497 SQ FTACCESSORY BLDG882 SQ FT5-CAR GARAGE

TOTAL DEMOLISHED: 2,805 SQ FT

TOTAL EXISTING: 3,438 SQ FT

GENERAL PLAN: HIGH DENSITY RESIDENTIAL 28-36 DU/ACRE

OPEN YARD / OUTDOOR LIVING SPACE

METHOD A

PART 1 - PRIVATE OUTDOOR LIVING SPACE

(E) 612

REQUIRED PROVIDED

120 SF 120 SF84 SF 96 SF

PART 2 - OPEN SPACE (10% OF LOT) 1,125 SF 2,185 SF

(N) BLDG B140 SF 140 SF(GROUND FLOOR)

(2ND FLOOR)(GROUND FLOOR)

(E) UNIT 2(E) UNIT 1

84 SF 84 SF(2ND FLOOR)(N) UNIT 3(N) UNIT 4

PART 3 - COMMON OPEN SPACE 15'x15' 15'x15'

(N) BLDG C160 SF 160 SF(GROUND FLOOR)(N) UNIT 5

REQUIRED:

(E) 612 1

TOTAL 5

COVERED OR UNCOVERED

1(N) BLDG B1

(E) UNIT 1(N) UNIT 2(N) UNIT 3(N) UNIT 4(N) UNIT 5

11

(N) BLDG C

PROVIDED:

(E) 612 1

TOTAL 6

COVERED OR UNCOVERED

1(N) BLDG B1

(E) UNIT 1(N) UNIT 2(N) UNIT 3(N) UNIT 4(N) UNIT 5

21

(N) BLDG C

EXISTING GROSS

DEMOLISHED

PROPOSED

TOTAL:2ND FLOOR:1ST FLOOR:

1,320 SQ FT1,242 SQ FT59 SQ FT

1,379 SQ FT1,292 SQ FT

50 SQ FT

(N) BLDG B

(N) UNIT 2

280 SQ FT256 SQ FT(N) UNIT 2 GARAGE

TOTAL (N) BLDG B 2,354 SQ FT2,203 SQ FT

GROSSNET

287 SQ FT265 SQ FT(N) UNIT 3 GARAGE

1ST FLOOR: 975 SQ FT911 SQ FT(N) UNIT 3

TOTAL:2ND FLOOR:1ST FLOOR:

1,203 SQ FT1,129 SQ FT65 SQ FT

1,268 SQ FT1,184 SQ FT

55 SQ FT

(N) BLDG C

(N) UNIT 4

257 SQ FT234 SQ FT(N) UNIT 4 GARAGE

TOTAL (N) BLDG B 2,521 SQ FT2,350 SQ FT

257 SQ FT234 SQ FT(N) UNIT 5 GARAGE

1ST FLOOR: 1,253 SQ FT1,166 SQ FT(N) UNIT 5

B-A-2.1 BLDG B - FIRST FLOOR PLANB-A-2.2 BLDG B - SECOND FLOOR PLAN

ST GEORGE HOUSING

321 SQ FT612 CASTILLO

633 SQ FT

BLDG A (E)

(E) UNIT 1

TOTAL EXISTING TO REMAIN: 633 SQ FT

EXISTING TO REMAIN

GROSS

877 SQ FT1,016 SQ FT457 SQ FT811 SQ FT

3,161 SQ FT

NET

1,016 SQ FT

457 SQ FT811 SQ FT

2,585 SQ FT

301 SQ FT

576 SQ FT

576 SQ FT

NET

GROSSNET

B-A-3.1 BLDG B - REFLECTED CEILING PLANS

B-A-5.1 BLDG B - SECTIONSB-A-6.1 BLDG B - EXTERIOR ELEVATIONS

A-9.1 DETAILSA-9.2 DETAILSA-9.3 DETAILS

IRRIGATION PLANPLANTING PLAN

B-A-4.1 BLDG B - ROOF PLAN

L-1.0 LAYOUT & LIGHTING PLANL-2.0L-3.0

DETAILSL-4.0

SITE & GENERAL

BUILDING B

A-A-2.1 BLDG A - PROPOSED PLANSA-A.2.0 BLDG A - EXISTING & DEMOLITION PLANS

B-A-8.1 BLDG B - SCHEDULES

C-A-2.1 BLDG C - FIRST FLOOR PLANC-A-2.2 BLDG C - SECOND FLOOR PLANC-A-3.1 BLDG C - REFLECTED CEILING PLANS

C-A-5.1 BLDG C - SECTIONSC-A-6.1 BLDG C - EXTERIOR ELEVATIONS

C-A-4.1 BLDG C - ROOF PLAN

BUILDING C

C-A-8.1 BLDG C - SCHEDULES

BUILDING A REMODEL

S-1.1 STRUCTURAL TITLE SHEETS-1.2 STRUCTURAL SPECIFICATIONSS-5.1 STRUCTURAL DETAILSS-5.2 STRUCTURAL DETAILSS-5.3 STRUCTURAL DETAILS

B-S-2.1 BLDG B - FOUNDATION PLANB-S-2.2 BLDG B - FLOOR FRAMINGB-S-2.3 BLDG B - ROOF FRAMING

B-M-2.1 BLDG B - MECHANICAL PLANS

C-S-3.1 BLDG C - FOUNDATION PLANC-S-3.2 BLDG C - FLOOR FRAMING PLANC-S-3.3 BLDG C - ROOF FRAMING PLAN

C-M-2.1 BLDG C - MECHANICAL PLANS

A-S-4.1 BLDG A - FOUNDATION PLANA-S-4.2 BLDG A - ROOF FRAMING PLAN

FLOODPLAIN DESIGN CRITERIA

EDWARD ST GEORGE831 CLIFF DR, STE 100SANTA BARBARA, CA 93109PHONE: (805) 284-8488

ON DESIGN ARCHITECTSP.O. BOX 598SANTA BARBARA, CA 93102ATT: KEITH NOLAN, AIA #C-22451PHONE: (805) 896-8374EMAIL: knolan@architects-ca.com

ARCHITECT:

OWNER:

WATERS LAND SURVEYING, INC.5553 HOLLISTER AVE., STS. 7&8GOLETA, CA 93117PHONE: (805) 967-4416

SURVEYOR:

ON DESIGN ARCHITECTSP.O. BOX 598SANTA BARBARA, CA 93102ATT: SHELBY MESSNERPHONE: (805) 450-3036EMAIL: shelby@architects-ca.com

AGENT:

SUZANNE ELLEDGE PLANNING& PERMITTING SERVICES1625 STATE STREET, SUITE 1SANTA BARBARA, CA 93101ATT: TRISH ALLENPHONE: (805) 966-2758 x116EMAIL: trish@sepps.com

PLANNING:

RRM DESIGN GROUP10 EAST FIGUEROA ST, SUITE 200SANTA BARBARA, CA 93101PHONE: (805) 963-8283

CIVIL ENGINEER:

ASHLEY & VANCE ENGINEERING924 CHAPALA ST, SUITE DSANTA BARBARA, CA 93101PHONE: (805) 962-9966

STRUCTURALENGINEER:

JMPE156 ALAMAR AVE, SUITE BSANTA BARBARA, CA 93102PHONE: (805) 569-9216

ELECTRICALENGINEER:

SUDING DESIGN1263 BEL AIR DRIVESANTA BARBARA, CA 93105PHONE: (805) 308-2549

LANDSCAPEARCHITECT:

BEACON GEOTECHNICAL, INCP.O. BOX 4814PASO ROBLES, CA 93447PHONE: (805) 239-9457

GEOTECHNICAL /SOILS ENGINEER:

TRUSPRO INC.GUADALUPE, CA 93434PHONE: (805) 343-2555

TRUSSMANUFACTURER:

610 & 612 CASTILLOBFE

T-1.2 SOILS REPORTT-1.3 TITLE 24 ENERGY REPORT

T-1.5 CAL GREEN RESIDENTIAL BUILDING STANDARDST-1.6 CAL GREEN RESIDENTIAL BUILDING STANDARDS

ENGINEOUS GROUP, INC.751 N FAIR OAKS AVE., SUITE 201PASADENA, CA 91103PHONE: (626) 696-3850

MECHANICALENGINEER:

POST/HAZELTINE & ASSOCIATES2607 ORELLA ST.SANTA BARBARA, CA 93105PHONE: (805) 682-5751

HISTORIAN:

A-9.4 DETAILS

C-1.0 CIVIL TITLE SHEETC-2.0 GRADING & DRAINAGE PLAN

C-3.0 UTILITY PLANC-4.0 EROSION & SEDIMENT CONTROL

E0.1 ELECTRICAL NOTES, SYMBOLS, SCHEDULES & DETAILSE0.2 LIGHTING COMPLIANCE FORMS

E1.0 ELECTRICAL SITE PLANE1.1 SITE LIGHTING PLAN

E2.0 BLDG B - ELECTRICAL PLANS

E2.1 BLDG C - ELECTRICAL PLANS

E2.2 BLDG A - PROPOSED ELECTRICAL PLANSE2.3 BLDG A - ELECTRICAL DEMOLITION PLAN

C-P-0.0 BLDG C - PLUMBING SCHEDULES & NOTESC-P-0.1 BLDG C - PLUMBING DETAILSC-P-2.1 BLDG C - PLUMBING FIRST FLOOR PLAN

C-P-4.1 BLDG C - PLUMBING ROOF PLANC-P-5.1 BLDG C - PLUMBING RISER DIAGRAMS

C-P-2.2 BLDG C - PLUMBING SECOND FLOOR PLAN

C-P-5.2 BLDG C - PLUMBING RISER DIAGRAMS

B-P-0.0 BLDG B - PLUMBING SCHEDULES & NOTESB-P-0.1 BLDG B - PLUMBING DETAILSB-P-2.1 BLDG B - PLUMBING FLOOR PLANB-P-4.1 BLDG B - PLUMBING ROOF PLANB-P-5.1 BLDG B - PLUMBING RISER DIAGRAMS

A-1.3 GAS METER LOCATIONS

T-1.4 TITLE 24 ENERGY REPORT

1

FEMA NOTES

1. PRIOR TO FOUNDATION POUR SUBMIT TO & OBTAIN APPROVAL FROM THE B&S

FLOODPLAIN COORDINATOR A FEMA ELEVATION CERTIFICATE (FORM 81-31) PERFORMED

BY A LICENSED SURVEYOR OR CIVIL ENGINEER VERIFYING THE FOUNDATION FORM

BOARDS & ROUGH GRADE EQUIPMENT PADS FOR EXTERIOR FLOOD RELATED ELEMENTS

ARE SET AT OR ABOVE THE DESIGN FLOOD ELEVATIONS (DFE).

2. DURING CONSTRUCTION FIELD REVISIONS WHICH AFFECT THE FLOODPLAIN

REQUIREMENTS SHALL NOT BE MADE WITHOUT FIRST OBTAINING A REVISION PERMIT

FROM THE CITY FLOODPLAIN COORDINATOR.

3. PRIOR TO CERTIFICATE OF OCCUPANCY AFTER ALL FLOOD RELATED ELEMENTS ARE

INSTALLED SUBMIT & OBTAIN APPROVAL FROM THE B&S FLOODPLAIN COORDINATOR A

FINAL FEMA ELEVATION CERTIFICATE (FORM 81-31) PERFORMED BY A LICENSED

SURVEYOR OR CIVIL ENGINEER VERIFYING ALL EXTERIOR MATERIALS & ELEMENTS

SUSCEPTIBLE TO FLOOD DAMAGE ARE EITHER ELEVATED AT OR ABOVE THE DFE, FLOOD

PROOFED WHERE ALLOWED OR FLOOD RESISTANT MATERIALS WHERE REQUIRED

INCLUDING BUT NOT LIMITED TO: MECHANICAL AV, POOL EQUIPMENT; ELECTRICAL

OUTLETS & PANELS; PLUMBING EQUIPMENT, EXPOSED BUILDING MATERIALS.

1

FEMA AH SPECIAL FLOOD HAZARD AREAFLOOD HAZARD:

BIKE PARKING

REQUIRED:

(E) 612 1

TOTAL 5

COVERED & SECURED

1(N) BLDG B1

(E) UNIT 1(N) UNIT 2(N) UNIT 3(N) UNIT 4(N) UNIT 5

11

(N) BLDG C

PROVIDED:

(E) 612 1

TOTAL 5

COVERED & SECURED

1(N) BLDG B1

(E) UNIT 1(N) UNIT 2(N) UNIT 3(N) UNIT 4(N) UNIT 5

11

(N) BLDG C

1

A-1.4 SHARED DRIVEWAY, UTILITY AND DRAINAGE EASEMENT

E0.3 PANEL SCHEDULES AND LOAD CALCSE0.4 OUTDOOR LIGHTING COMPLIANCE FORMS

C-M-2.2 BLDG C - MECHANICAL LOADS

B-M-2.2 BLDG B - MECHANICAL LOADS

2 BEDROOMS2 BEDROOMS

(NON-HISTORIC BLDG)

(NON-HISTORIC PORTION OF BLDG)

2 BEDROOMS

2 BEDROOMS

612 CASTILLO

610 CASTILLO

1 BEDROOM

2 BEDROOMS

2 BEDROOMS

2 BEDROOMS

2 BEDROOMS

1

CONTACT INFORMATION

BRs

221

22

2

2

MANDATORY INSPECTION

THE FOLLOWING MANDATORY INSPECTIONS SHALL BE CARRIED OUT BY THE CITYBUILDING INSPECTOR OR CITY QSP FOR ALL STORM WATER POST-CONSTRUCTIONIMPROVEMENTS (BMP) INCLUDING THE PERMEABLE PAVERS IN THE SHARED DRIVEWAYEASEMENT BETWEEN THE 610 CASTILLO ST. AND 618 CASTILLO ST. PARCELS.INSPECTIONS SHALL BE CALLED IN BY CONTRACTOR FOR INSPECTION 72 HOURSPRIOR TO NEEDED INSPECTION. THE CITY WILL THEN ROUTE TO THE QSP INSPECTOROR THIRD PARTY COMPANY. SPECIFIC INSPECTIONS FOR DIFFERENT CONSTRUCTIONPHASES SHALL INCLUDE:

· PRE-CONSTRUCTION MEETING· EXCAVATION, SUBGRADE, AND BOX CONSTRUCTION INSPECTION· UNDERDRAIN, ROCK/SOILS/SAND LAYER INSTALLATIONS· PERMEABLE PAVER INSTALLATION· FINAL INSPECTION ONCE COMPLETED

2

PROPOSED STORMWATER BMP'S FOR THE PROJECT INCLUDE EARTHEN SWALES AND PERMEABLEPAVERS WITH UNDERGROUND STORAGE.

2

C-2.1 SITE SECTIONS

BLDG A (E) (E) UNIT 1

REMODEL

355 SQ FT612 CASTILLO

1 BEDROOM3

9/5/2019 3:56:04 PM

(E) NON-HISTORICAL RAILING TO BE REMOVED

(E) NON-HISTORICAL STAIR & RAILING TO BE REMOVED

(E) WALL REMOVED

(E) DOOR TO BE REMOVED

(E) LIVING(E) BEDROOM

(E) BEDROOM

(E) BATH

(E) DOOR TO BE REMOVED

(E) WALL TO BE REMOVED

(E) STAIR & RAILING TO BE REMOVED

(E) WINDOWS TO BE REMOVED

(E) WALL TO BE REMOVED

(E) WALL TO BE REMOVED

(E) WINDOWS TO BE REMOVED

(E) WALL REMOVED(E) FIXTURES TO BE REMOVED

=AREA OF BLDG TO BE DEMOLISHED

KEY

(E) VERTICAL SIDING

(E) VERTICAL SIDING

(E) STAIRS

(E) ROOF

(E) ROOF

(E) STAIRS

(E) RAILING

(E) BOARD & BATT

(E) ROOF

(E) HORIZONTAL DROP SIDING

(E) NON-HISTORICAL RAILING

(E) HISTORICAL VERTICAL SIDING

(E) HISTORICAL POST

16'-1

0" B

LDG

HEI

GH

T

3

(E) STAIRS

(E) RAILINGS

(E) VERTICAL SIDING

(E) ROOF

(E) VERTICAL SIDING

(E) NON-HISTORICAL STAIRS

(E) NON-HISTORICAL RAILINGS

(E) HISTORICAL POST

(E) HISTORICAL HORIZONTAL DROP SIDING

(E) HORIZONTAL LAP SIDING

(E) HORIZONTAL DROP SIDING

(E) VERTICAL SIDING

16'-1

0" B

LDG

HEI

GH

T

3

(E) HORIZONTAL SIDING

(E) NON-HISTORICAL LATTICEWORK

(E) LATTICEWORK

(E) NON-HISTORICAL RAILING

(E) NON-HISTORICAL STAIRS

(E) VERTICAL SIDING

(E) ROOF

(E) NON-HISTORICAL RAILING

16'-1

0" B

LDG

HEI

GH

T

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Project Manager

O N D E S I G N, L L C

ArchitecturePlanning

Interior Design

Keith NolanC -22541

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9/5/2019 3:47:33 PM

1/4" = 1'-0"

A-A-2.0

BLD

G A

-EX

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& D

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Designer

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1/4" = 1'-0"DEMOLITION PLAN

NORTH PROJECTNORTH

1/4" = 1'-0"EXISTING EAST ELEVATION

1/4" = 1'-0"EXISTING NORTH ELEVATION

1/4" = 1'-0"EXISTING SOUTH ELEVATION

1/4" = 1'-0"EXISTING WEST ELEVATION

Revision Schedule

3 P.C. #3 09-05-19

WH

(N) BEDROOM

(N) BATH

(E) LIVING

(N) KITCHEN

(E) C

OVE

RED

PORC

H

W/D

UP

REINSTALL HISTORICAL STAIRS & RAILING

REINSTALL HISTORICAL RAILING

(N) FIXED WINDOW MATCH EXISTING

FF = 43.89'

C L

15"

15"

CLE

AR30

"

4 5

6

781

2

3

BC

D

E

A

EGRESS EGRESS

(N) 1x6 HORIZONTAL DROP SIDING TO MATCH EXISTING

(N) 1x4 TRIM TO MATCH EXISTING

(N) 1x12 TRIM TO MATCH EXISTING

(E) COMP ROOF

(N) 1x2 DROP TO MATCH EXISTING

(N) 1x6 HORIZONTAL BAND TO MATCH EXISTING

(N) 1x6 VERTICAL WOOD SIDING TO MATCH EXISTING

(N) FIXED WINDOW MATCH EXISTING

F.G. = 41.48'

F.F. = 43.89'

D.F.E. = 39.7'

EXISTING TO BE REMOVED

(N) 1x4 CORNER TRIM TO MATCH EXISTING

REINSTALL HISTORICAL RAILING (NOTE #3)

REINSTALL HISTORICAL POST (NOTE #3)

REINSTALL HISTORICAL STAIRS (NOTE #3)

39A-9.3

(E) SIDING TO REMAIN

(E) UNDERFLOOR VENT TO REMAIN

F.G. = 41.11'

F.F. = 43.89'

F.G. = 39.9'

TO R

EMAI

N

EXIS

TIN

GH

ISTO

RIC

AL

D.F.E. = 39.7'

16'-1

0" B

LDG

HEI

GH

T

3

(N) UTILITY DOOR WITH 6" VERTICAL FINISH & COPPER MESH VENTS -TRIM TO MATCH EXISTING

REINSTALL HISTORICAL STAIRS (NOTE #3)

EXISTING TO BE REMOVED

(N) 1x6 HORIZONTAL BAND TO MATCH EXISTING

(N) 1x2 DRIP TO MATCH EXISTING(N) 6" HORIZONTAL DROP SIDING TO MATCH EXISTING

REINSTALL HISTORICAL POST (NOTE #3)

REINSTALL HISTORICAL RAILING (NOTES #3, 4)

REINSTALL HISTORICAL RAILING TO MATCH EXISTING (NOTES #3, 4)

(N) 1x4 CORNER TRIM TO MATCH EXISTING

(N) WALL MOUNT LED FIXTURE WITH SHIELD & DARK SKY COMPLIANT - REFER TO LIGHTING PLAN PL-1 FOR SPECIFICATIONS

(E) UNDERFLOOR SCREEN VENT TO REMAIN

F.G. = 41.48'

F.F. = 43.89'

F.G. = 39.9'

TO R

EMAI

N

EXIS

TIN

GH

ISTO

RIC

AL

D.F.E. = 39.7'

16'-1

0" B

LDG

HEI

GH

T

3

REINSTALL HISTORICAL STAIRS (NOTE #3)REINSTALL HISTORICAL POST & RAILING (NOTE #3)

EXISTING TO BE REMOVED

REINSTALL HISTORICAL LATTICEWORK - MATCH EXISTING

REINSTALL HISTORICAL EXISTING RAILING (NOTE #3)

43A-9.3

(N) WALL MOUNT LED FIXTURE WITH SHIELD & DARK SKY COMPLIANT - REFER TO LIGHTING PLAN PL-1 FOR SPECIFICATIONS

(E) SIDING TO REMAIN

F.G. = 39.9'D.F.E. = 39.7'

16'-1

0" B

LDG

HEI

GH

T

3

CORNER TRIM - MATCH EXISTING

1X TRIM - MATCH EXISTING

HORIZONTAL DROP SIDING - MATCH EXISTING

1X DRIP - MATCH EXISTING1X HORIZONTAL BAND - MATCH EXISTING

CEMENTITIOUS SIDING - WIDTH / THICKNESS TO MATCH EXISTING

(E) GUTTER

(E) COMP SHINGLE

37A-9.3

38A-9.3

(E) COVERED PORCHUPT=11"R=7"

REINSTALL HISTORICAL 2x3 HANDRAIL / GUARDRAIL (NOTES #3, 4)

REINSTALL HISTORICAL 4x4 NEWEL POST

REINSTALL HISTORICAL 2x3 GUARDRAIL

(E) 4x4 POST

REINSTALL HISTORICAL 4x4 POST

39A-9.3

REINSTALL HISTORICAL STAIRS

(E) 612 - PROPOSED COLORS & MATERIALS:

BODY

ITEM

CHELSEA MAUVE

COLOR

SHERWIN-WILLIAMS 0002

MODEL / MANUFACTURER

A SIDING

LOCATION(S)

TRIM ROYCROFT BRASS SHERWIN-WILLIAMS 2843B HORIZONTAL BAND, POSTS, GARAGE DOORS, FASCIAACCENT POLISHED MAHOGANY SHERWIN-WILLIAMS 2838C WINDOWS, DOORSROOF - COMPOSITION SHINGLE SHADOW GREY CERTAINTEEDD ROOFEXTERIOR LIGHT (WALL MOUNT) HICKORY POINT OUTDOOR POCKET WALL LIGHT FRANKLIN IRON WORKSE ADJACENT TO DOORS

1. NEW MATERIALS AT OR BELOW D.F.E. SHALL BE COMPLIANT WITH FEMA TECHNICAL BULLETIN #2 FOR WATER RESISTANT CONSTRUCTION INCLUDING FINSIHES, ADHESIVES & METALS. (REFER TO TABLE 2 FOR COMPLETE LIST.

2. ELECTRICAL, MECHANICAL, PLUBMING SYSTEMS SHALL COMPLY WITH FEMA P-348, EDITION #2. NO ELECTRICAL, MECHANICAL SYSTEMS SHALL BE BELOW D.F.E.

3. THE EXISTING BUILDING IS ABOVE D.F.E.

612 CASTILLO

D.F.E. = 39.7' NAVD 1988 DATUM

B.F.E. = 38.7' NAVD 1988 DATUM

(E) (3) SCREWS 20x30 @ 600 SQ IN / SCREEN

=1800 SQ IN x 0.45 EFFICIENCY

= 810 SQIN NET AREA = 7.1 SQFT

REQUIRED = 633 SQFT / 150 SQFT PER

SQFT = 4.22 SQFT REQUIRED

AREA = 7.1 SQFT > 4.22 SQFT ∴ OKAY

1. THIS BUILDING IS DESIGNATED AS AN HISTORIC STRUCTURE AS THEY ARE CONTRIBUTING PROPERTIES TO THE "CASTILLO ST. HISTORIC DISTRICT" & IS REULATED UNDER THE 2016 CALIFORNIA HISTORICAL BUILDING CODE (CHBC)

2. PER SECTION 8-503, ESCAPE WINDOWS SHALL HAVE A MINIMUM CLEAR AREA OF 3.3 SQUARE FEET WITH MINIMUM WIDTH OR HEIGHT OF 18 INCHES & BE OPERABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SPECIAL TOOLS.

3. PER SECTION 8-504, HEIGHT & OPENINGS OF RAILINGS / GUARDRAILS MAY CONTUNUE IN THEIR HISTORICAL HEIGHT & SPACING UNLESS HAZARD CREATED BY CHANGE IN USE OR OCCUPANCY.

4. PER SECTION 8-803, NON-STRUCTURAL HISTORICAL MATERIALS WHICH DO NOT MEET REQUIREMENTS OF THE REGULAR CODE THEIR CONTINUED USE IS ALLOWED BY THIS CODE.

1. NET OPENABLE AREA OF WINDOW IS 2'-4" (28") x 2'-4" (28") OR 784 SQIN (5.44 SQFT) PER 2016 CHBC 3.3 SQFT REQUIRED ∴ OKAY

REN.

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PrintDate

Project Manager

O N D E S I G N, L L C

ArchitecturePlanning

Interior Design

Keith NolanC -22541

O N

d e s

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LLC

P.O

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X 59

8

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9/5/2019 3:47:46 PM

As indicated

A-A-2.1

BLD

G A

-PR

OPO

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PLA

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Designer

ST G

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HO

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612

Cas

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St.

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A

NORTH PROJECTNORTH

1/4" = 1'-0"BLDG A - PROPOSED FLOOR PLAN

1/4" = 1'-0"BLDG A - PROPOSED EAST ELEVATION

1/4" = 1'-0"BLDG A - PROPOSED NORTH ELEVATION

1/4" = 1'-0"BLDG A - PROPOSED SOUTH ELEVATION

1/4" = 1'-0"BLDG A - PROPOSED WEST ELEVATION

1/2" = 1'-0"BLDG A - PARTIAL PROPOSED EAST ELEVATION

1/2" = 1'-0"BLDG A - ENLARGED (N) STAIR PLAN

Revision Schedule

1 P.C. #1 04-04-193 P.C. #3 09-05-19

NOTE: THIS BUILDING IS EXISTING & IS REGULATED UNDER THE 2016 CALIFORNIA HISTORIC BUILDING CODE (CHBC)

FEMA NOTES

1

AMENDED BASE FLOOD ELEVATION

UNDERFLOOR VENTILATION REQUIREMENTS

1

NOTES

BLDG A - WINDOW SCHEDULE

Sym Width Height Room NameHeadHeight Type

Existing/New Operation Notes

1 2' - 4" 4' - 8" (E) LIVING 6' - 8" A (E) SINGLE HUNG2 2' - 4" 4' - 8" (E) LIVING 6' - 8" A (E) SINGLE HUNG3 2' - 4" 4' - 8" (E) LIVING 6' - 8" A (E) SINGLE HUNG4 2' - 4" 4' - 8" (E) LIVING 6' - 8" A (E) SINGLE HUNG5 2' - 4" 4' - 8" (N) BATH 6' - 8" A (E) SINGLE HUNG6 2' - 4" 4' - 8" (N) BEDROOM 6' - 8" B (N) FIXED7 2' - 4" 4' - 8" (N) BEDROOM 6' - 8" A (E) SINGLE HUNG EGRESS, 18 2' - 4" 4' - 8" (N) BEDROOM 6' - 8" A (E) SINGLE HUNG EGRESS, 1

BLDG A - DOOR SCHEDULE

Sym Width Height Room NameHeadHeight

Existing/ New Type

A 3' - 0" 6' - 8" (E) LIVING 6' - 8" (E) 1B 2' - 6" 6' - 8" (N) KITCHEN 6' - 8" (N) 2C 2' - 6" 6' - 8" (N) BATH 6' - 8" (N) 2D 4' - 0" 6' - 8" (N) BEDROOM 6' - 8" (N) 3E 2' - 4" 6' - 8" MECH 6' - 8" (N) 4

F.F.

F.F.

PLATE

PLATE

9' -

1"9'

- 1"

26' -

4"

1A-9.1

14A-9.1

18A-9.2

17A-9.2

20A-9.2

21A-9.2

28A-9.2

1

2

3

4

5

6

7

8

9

17

2220

46B

N

D.F.E. = 40.7'

2

SOLAR COMPLIANCE

PRO

PER

TY L

INE

18' -

0"

9' -

1"9'

- 1"

F.F.

F.F.

PLATE

PLATE

6' - 0"

30°

25' -

11"

1A-9.1

2A-9.1

4A-9.1

13A-9.1

14A-9.1

17A-9.2

18A-9.2

20A-9.2

21A-9.2

24A-9.2

23A-9.2

27A-9.2

28A-9.2

1

2

10

11

34

5

6

7

8

12

13

14

15

1717

F.G. TO BLDG = 41.69'

F.G. = 41.6'

1

18 17 O

5

LM

D.F.E. = 40.7'

2

SOLAR COMPLIANCE

PRO

PER

TY L

INE

9' -

1"9'

- 1"

F.F.

F.F.

PLATE

PLATE

6' - 0"

18' -

0"

30°

26' -

4"

1A-9.1

4A-9.1

14A-9.1

17A-9.2

18A-9.2

20A-9.2

21A-9.2

23A-9.2

28A-9.2

14

1

2

3

4

5

6

7

8

17

26 25 24

910

D.F.E. = 40.7'2

F.F.

F.F.

PLATE

PLATE9'

- 1"

9' -

1"

26' -

4"

1A-9.1

2A-9.1

4A-9.1

4A-9.1

14A-9.1

17A-9.2

18A-9.2

20A-9.2

21A-9.2

23A-9.2

24A-9.2

27A-9.2

28A-9.2

1

2

16

3

4

5

9

6

7

8 13

14

17

17

1615

13 12

2AK

3

D.F.E. = 40.7'

2

BLDG "B" - COLORS & MATERIALS:

BODY

ITEM

CHELSEA MAUVE

COLOR

SHERWIN-WILLIAMS 0002

MODEL / MANUFACTURER

A SIDING

LOCATION(S)

TRIM ROYCROFT BRASS SHERWIN-WILLIAMS 2843B HORIZONTAL BAND, POSTS, GARAGE DOORS, FASCIAACCENT POLISHED MAHOGANY SHERWIN-WILLIAMS 2838C WINDOWS, DOORSROOF - COMPOSITION SHINGLE SHADOW GREY CERTAINTEED PRESIDENTIAL SHAKE TLD ROOFEXTERIOR LIGHT (WALL MOUNT) HICKORY POINT OUTDOOR POCKET WALL LIGHT FRANKLIN IRON WORKSE ADJACENT TO DOORS

ROOF PROTRUSIONS (ETCH/PREP, PRIME & PAINT TO MATCH ROOF)

FOR PENETRATIONS IN RATED WALL ASSEMBLIES, REFER TO C.R.C.

SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR ALL TRADE RELATED ITEMS AS CONTAINED WITHIN FULL CONSTRUCTION DOCUMENTS & ITEMS REQUIRED

ALL ELECTRICAL, GAS, PLUMBING & MECHANICAL PENETRATIONS IN EXTERIOR WALLS SHALL BE FLASHED WITH "QUICKFLASH" WATERPROOFING PRODUCTS (WWW.QUICKFLASHPRODUCTS.COM) (OR EQUAL)

EXTERIOR OF BUILDING, SHALL BE WRAPPED WITH MIN. GRADE "D" PRIOR TO INSTALLING FINISH MATERIAL. INSTALL PER MFR INSTRUCTIONS

ALL FLASHING SHALL BE CONSISTENT WITH ROOF & WALL FINISH MFRS. DISSIMILAR METALS SHALL NOT BE IN CONTACT WITH EACH OTHER

BACKPRIME ALL UNFINISHED TRIM EDGES PRIOR TO INSTALLATION (TYPICAL)

FLASH/COUNTER FLASH AT ALL ROOF-TO-WALL CONDITIONS

1.

2.

3.

4.

5.

6.

7.

8.

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Scale

PrintDate

Project Manager

O N D E S I G N, L L C

ArchitecturePlanning

Interior Design

Keith NolanC -22541

O N

d e s

i g n

LLC

P.O

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X 59

8

S

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Bar

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Cal

iforn

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9

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8/2/2019 3:11:50 PM

1/4" = 1'-0"

B-A-6.1

BLD

G B

-EX

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S

Designer

ST G

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610

Cas

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A

1/4" = 1'-0"BLDG B - PROPOSED EAST ELEVATION

1/4" = 1'-0"BLDG B - PROPOSED NORTH ELEVATION

1/4" = 1'-0"BLDG B - PROPOSED SOUTH ELEVATION

1/4" = 1'-0"BLDG B - PROPOSED WEST ELEVATION

ELEVATION KEYNOTES1 HORIZONTAL DROP SIDING 7" EXPOSURE2 2x12 HORIZONTAL BAND3 2X HORIZONTAL BAND4 "K" STYLE GUTTER5 2x4 CORNER TRIM6 2x3 HORIZONTAL BAND7 COMP SHINGLES8 HORIZONTAL LAP SIDING 5" EXPOSURE9 3x4 RWD

10 2x6 TRIM11 2x4 TRIM12 RWD POST CAP13 3x4 RWD RAIL14 TURNCRAFT NON-TAPERED SQUARE POST15 4x12 BEAM (FULLY CONCEAL HARDWARE)16 2 OVER 1 WOOD WINDOW WITH OGEE LUGS17 WALL MOUNT LED FIXTURE WITH SHIELD &

DARK SKY COMPLIANT - REFER TO LIGHTINGPLAN PL-1 PLAN FOR SPECIFICATIONS

ELEVATION NOTES

Revision Schedule

1 P.C. #1 04-04-192 P.C. #2 07-09-19

9' -

1"8'

- 1"

F.F.

PLATE

F.F.

PLATE

24' -

11"

1A-9.1

2A-9.1

14A-9.1

18A-9.2

19A-9.2

20A-9.2

21A-9.2

29A-9.2

1

2

2

3

4

4

5

6

7

8

9

98

7

3029

11

33

28

D.F.E. = 40.2'

2

8' -

1"9'

- 1"

PLATE

F.F.

PLATE

F.F.

9' -

1"

PLATE

F.F.

24' -

7"

1A-9.1

18A-9.2

2A-9.1 3

A-9.112

A-9.1

13A-9.1

14A-9.1

19A-9.2

29A-9.2

30A-9.2

42A-9.3

40A-9.3

5A-9.1

1

3

5

10

11

12 13

14

15

23 202

26 25

3

L

E D

D.F.E. = 40.2'2

4

2

9' -

1"

PLATE

F.F.

9' -

1"8'

- 1"

PLATE

F.F.

PLATE

F.F.

1A-9.1

3A-9.1

7A-9.1

SIM. 9A-9.1

14A-9.1

18A-9.2

19A-9.2

29A-9.2

1

3

16

10

22

45A-9.3

23

24' -

11"

18 16

15

12

10

3632

34

8A-9.1

D.F.E. = 40.2'

2

4

2

9' -

1"8'

- 1"

9' -

1"

PLATE

F.F.

PLATE

F.F.

24' -

11"

PLATE

F.F.

2A-9.1 3

A-9.1

5A-9.1 6

A-9.1

8A-9.1

9A-9.1

11A-9.1

10A-9.1

12A-9.1

14A-9.1

18A-9.2

19A-9.2

20A-9.2

21A-9.2

41A-9.3

29A-9.2

30A-9.2

40A-9.3

3

1

17

18

19

15

7

20

21

22

13

1111 19

20 181

6

2124

23

35

C A

D.F.E. = 40.2'

2

4

2

BLDG "C" - COLORS & MATERIALS:

BODY

ITEM

WEATHERED SHINGLE

COLOR

SHERWIN-WILLIAMS 2841

MODEL / MANUFACTURER

A SIDING

LOCATION(S)

TRIM AURORA BROWN SHERWIN-WILLIAMS 2837B HORIZONTAL BAND, POSTS, GARAGE DOORS, FASCIA

ACCENT ROYCROFT BRONZE GREEN SHERWIN-WILLIAMS 2846C WINDOWS, DOORSROOF - COMPOSITION SHINGLE

AUTUMN BLEND CERTAINTEED PRESIDENTIAL SHAKE TL

D ROOF

EXTERIOR LIGHT (WALL MOUNT)

HICKORY POINT OUTDOOR POCKET WALL LIGHT

FRANKLIN IRON WORKSE ADJACENT TO DOORS

ROOF PROTRUSIONS (ETCH/PREP, PRIME & PAINT TO MATCH ROOF)

FOR PENETRATIONS IN RATED WALL ASSEMBLIES, REFER TO C.R.C.

SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR ALL TRADE RELATED ITEMS AS CONTAINED WITHIN FULL CONSTRUCTION DOCUMENTS & ITEMS REQUIRED

ALL ELECTRICAL, GAS, PLUMBING & MECHANICAL PENETRATIONS IN EXTERIOR WALLS SHALL BE FLASHED WITH "QUICKFLASH" WATERPROOFING PRODUCTS (WWW.QUICKFLASHPRODUCTS.COM) (OR EQUAL)

EXTERIOR OF BUILDING, SHALL BE WRAPPED WITH MIN. GRADE "D" PRIOR TO INSTALLING FINISH MATERIAL. INSTALL PER MFR INSTRUCTIONS

ALL FLASHING SHALL BE CONSISTENT WITH ROOF & WALL FINISH MFRS. DISSIMILAR METALS SHALL NOT BE IN CONTACT WITH EACH OTHER

BACKPRIME ALL UNFINISHED TRIM EDGES PRIOR TO INSTALLATION (TYPICAL)

FLASH/COUNTER FLASH AT ALL ROOF-TO-WALL CONDITIONS

1.

2.

3.

4.

5.

6.

7.

8.

REN.

A CRETI

HS DE

ILC

NE

9

FI OR

F AC30L

1TE O

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C-22451

N

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CT

KE

I TH

SA MUE L

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Scale

PrintDate

Project Manager

O N D E S I G N, L L C

ArchitecturePlanning

Interior Design

Keith NolanC -22541

O N

d e s

i g n

LLC

P.O

. BO

X 59

8

S

anta

Bar

bara

Cal

iforn

ia

9

3102

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8/6/2019 3:26:14 PM

1/4" = 1'-0"

C-A-6.1

BLD

G C

-EX

TER

IOR

ELE

VATI

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S

Designer

ST G

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1/4" = 1'-0"BLDG C - PROPOSED EAST ELEVATION

1/4" = 1'-0"BLDG C - PROPOSED NORTH ELEVATION

1/4" = 1'-0"BLDG C - PROPOSED SOUTH ELEVATION

1/4" = 1'-0"BLDG C - PROPOSED WEST ELEVATION

ELEVATION KEYNOTES12 2x4 HORIZONTAL BAND - RESAWN 5°13 1x4 TRIM14 3X RWD CAP15 2X HORIZONTAL BAND16 2 OVER 1 WOOD WINDOW WITH OGEE LUGS17 TURNCRAFT NON-TAPERED SQUARE POST18 1x8 EXT MDF19 3x4 RWD RAIL20 2x4 SILL - RESAWN 5°21 PLYTANIUM PANEL22 5/16" x 8" SMOOTH CEMENTITIOUS BOARDS

(OVER G.I. SCREEN)23 WALL MOUNT LED FIXTURE WITH SHIELD &

DARK SKY COMPLIANT - REFER TO LIGHTINGPLAN PL-1 PLAN FOR SPECIFICATIONS

ELEVATION KEYNOTES1 HORIZONTAL DROP SIDING 7" EXPOSURE2 2x12 HORIZONTAL BAND3 HORIZONTAL LAP SIDING - 6" EXPOSURE4 2x3 HORIZONTAL BAND5 2x4 CORNER TRIM6 COMP SHINGLES7 "K" STYLE GUTTER8 2X4 DRIP9 CORNER TRIM10 RWD POST CAP11 TURNCRAFT 10"x5'-0" TAPERED CLASSICAL

TUSCAN COLUMN

ELEVATION NOTES

Revision Schedule

2 P.C. #2 07-09-19