1317 PUNTA FULLY ENTITLED DEVELOPMENT FOR ......FOR SALE 14-UNIT MULTIFAMILY DEVELOPMENT OPPORTUNITY 1317 unt rd t. ant arbara 93103 10.19.20 205 . ARRILL ST. SUIT 00 SANTA BARBARA

2 0 5 E . C A R R I L L O S T . S U I T E 1 0 0 | S A N T A B A R B A R A C A 9 3 1 0 1 | 8 0 5 . 9 6 5 . 5 5 0 0 | R A D I U S G R O U P . C O M

1317 PUNTA GORDA ST.

1317 PUNTAGORDA ST.SANTA BARBARA, CA 93103

1 0 . 1 9 . 2 0

FULLY ENTITLED DEVELOPMENT

FOR SALE

Approved 14-Unit Multifamily

Development on ±.55 Acre Lot

Near Montecito Country Club

All 2BR + 2.5BA Units

5.04% Projected CAP Rate

$ 6 , 9 9 5 , 0 0 0FULLY CONSTRUCTED

F O R S A L E | 1 4 - U N I T M U LT I F A M I LY D E V E L O P M E N T O P P O R T U N I T Y

1 3 1 7 P u n t a G o r d a S t . | S a n t a B a r b a r a , C A 9 3 1 0 3

2 0 5 E . C A R R I L L O S T . S U I T E 1 0 0 | S A N T A B A R B A R A C A 9 3 1 0 1 | 8 0 5 . 9 6 5 . 5 5 0 0 | R A D I U S G R O U P . C O M1 0 . 1 9 . 2 0

Steve G [email protected] LIC. 00772218

The information provided here has been obtained from the owner of the property or from other sources deemed reliable. We have no reason to doubt its accuracy, but we do not guarantee it.

B ria n Jo h n s o [email protected] LIC. 01361925

Incredible opportunity to purchase one of the only new-construction,

turn-key assets that will be available in the city of Santa Barbara. The

offering consists of a ±.55-acre lot with entitlements to build 14 units with

seven (7) two-story duplexes on one lot. All units consist of 2 bedrooms

and 2.5 baths. The property is currently at the end of plan check with

permits expected to be ready to pull in less than two months and a

grading permit accessible in approximately one month. The owner

will deliver the land and fully constructed ±12,908 SF, 14-unit building

for a price of $6,995,000, to close upon issuance of the certificate of

occupancy. At a projected rent of $3,000 for each newly constructed two-

story townhouse unit, the capitalization rate on current income would

be approximately 5.00% for a brand new asset. Furthermore, newly

constructed buildings are not subject to AB1482 rent restrictions. Time to

completion of project is expected to be 18 months from the current date.

D.S.

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UP

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TV

+42"

+42"

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3/DD

V/D

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OCC.

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3/D3/D

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+42"

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+42"

+42"

DD

V/D DD

OCC.

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+42"

+42"

+42"+4

2"

+42"+42"

+42"+42"+42"

+42"3/D3/D

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2"

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"

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02A-6.1

DUPLEX B

DUPLEX C

DUPLEX D

DUPLEX E

DUPLEX F

DUPLEX G

DUPLEX A

COVE

RED T

RASH

ENCL

OSUR

E

SINGL

E STO

RY RE

SIDEN

CE

GARAGE

SINGLE STORY RESIDENCE




DOUB

LE ST

ORY A

PART

MENT

BUILD

ING

GARAGE

PUNT

A GOR

DA

(E) OAK #3,36"

REFER TO

ARBORIST

REPORT

6 FT TALL FENCE, ALL PERIMETER

6 FT TALL FENCE

6 FT TALL FENCE

(E) TREE

(E) TREE

6 FT TALL WOOD FENCE


6 FT TALL WOOD FENCE AROUND PERIMETER, UON

RAMP



TREE BARK

GROUND COVER

8' - 6"

8' - 6"

8' - 6"

8' - 6"

8' - 6"

UNIT 1

UNIT 2

UNIT 3

UNIT 4

UNIT 5

UNIT 6

UNIT 13

UNIT 14

UNIT 11

UNIT 12

UNIT 7

UNIT 8

UNIT 9

UNIT 10

58' - 0

"

RAMP

(E) OAK #1, 27"

REFER TO

ARBORIST

REPORT

(E) OAK #2, 24"

REFER TO

ARBORIST

REPORT

(N) PLANTER

(N) PLANTER

SETB

ACK6' -

0"

(N) PLANTER

(N) PLANTER

(N) PLANTER

(N) PL

ANTE

R

12' - 1

1" 2' - 0

"

16' - 0

"

26' - 0

"

SIDE S

ETBA

CK6' - 0"

FRONT SETBACK10' - 0"

20' X 20' PUBLIC

OPEN SPACE

20' - 0

"

20' - 0"

4" CURB, TYP.

6' - 0"

6' - 0"

8' - 2 1

/2"

6' - 0"

10' - 6"

1

2

3

4

5

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7

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9

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12

13

14

8' - 6"

3' - 0"

MIN RE

QUIRE

D23'

- 0"

5' - 0"

17' - 6

"

8' - 6"

8' - 6"

8' - 6"

8' - 6"

8' - 6"

17' - 6

"

6' - 9 1/2"

FF: 23.2

FF: 22.5

FF: 22.5

FF: 23.0

FF: 23.0

FF: 22.5

FF: 21.3

TELEPHONE POLE,

RELOCATED

(E) TREE

REMOVED

42" HIGH FENCE

42" HIGH FENCE

8' - 6"

8' - 6"

9' - 6"

95 GAL95 GAL

95 GAL95 GAL

95 GAL

95 GAL95 GAL95 GAL

95 GAL95 GAL

3' - 6"

COVERED BIKE

STORAGE BY

"PEAK RACKS"

BELOW. 14

SPACES

11' - 1 1/2"

18' - 0

"

9' - 9"

(N) DRIVEWAY,

PERMEABLE

PAVERS

10' - 0

"

10' - 0

"

VISIBILITY TRIANGLE. 42" HIGH

OBSTRUCTION MAXIMUM

WITHIN THIS ZONE

VISIBILITY TRIANGLE.

42" HIGH

OBSTRUCTION

MAXIMUM WITHIN THIS

ZONE

AISLE4' - 0"

PARKWAY4' - 0"

6" CURB

60'-0" R.O.W.

SLIDING GATES BELOW,

SEE FLOOR PLAN

SIDEWALK6' - 0"

FRONT ZONE1' - 6"

10' - 1

1/2"

10' - 1

"

10' - 6 1/2"

20' - 0"

10' - 4

1/2"

D.S.

D.S.

D.S.

D.S.

D.S.

32.0132.01

32.05

32.05

32.03

32.05

32.05

32.05

32.0532.07

32.03

32.04

32.04

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32.09

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32.05

06.01

06.01

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32.04

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32.04

32.09

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32.03

32.03

23.01

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23.01

DUPLEX B

DUPLEX F

DUPLEX A

20' X 20' PUBLIC

OPEN SPACE

DUPLEX D

DUPLEX E

DUPLEX G

DUPLEX C

14' - 8"

10' - 0"

4,243 SF OPEN SPACE W/

MINIMUM DIMENSION OF 10'

10' - 6"

15' - 7"

GENERAL NOTES - GRADING

1. ALL GRADING SHALL CONFORM WITH SANTA BARBARA COUNTY CODE CHAPTER 14 GRADING

ORDINANCE #4477 AND STANDARDS AND REQUIREMENTS PERTAINING THERETO, THESE

CONSTRUCTION DRAWINGS AND THE RECOMMENDATIONS OF THE SOILS ENGINEER AND

ENGINEERING GEOLOGIST.

2. CONTRACTOR TO NOTIFY THE COUNTY GRADING INSPECTOR AND SOILS LABORATORY AT

LEAST 48 HOURS BEFORE START OF GRADING WORK OR PRE-CONSTRUCTION MEETING.

3. CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO

PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO ADJACENT

PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE TO

PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. CONTRACTOR SHALL BE

RESPONSIBLE FOR DAMAGE CAUSED BY DUST FROM HIS GRADING OPERATION.

4. BEFORE BEGINNING WORK REQUIRING EXPORTING OR IMPORTING OF MATERIALS, THE

CONTRACTOR SHALL OBTAIN APPROVAL FROM THE PUBLIC WORKS ROAD DIVISION FOR HAUL

ROUTES USED AND METHODS PROVIDED TO MINIMIZE THE DEPOSIT OF SOILS ON COUNTY

ROADS. GRADING/ROAD INSPECTORS SHALL MONITOR THIS REQUIREMENT WITH THE

CONTRACTOR.

5. THE GEOTECHNICAL ENGINEER SHALL PROVIDE OBSERVATION AND TESTING DURING

GRADING OPERATIONS IN THE FIELD AND SHALL SUBMIT A FINAL REPORT STATING THAT ALL

EARTH WORK WAS PROPERLY COMPLETED AND IS IN SUBSTANTIAL CONFORMANCE WITH THE

REQUIREMENTS OF THE GRADING ORDINANCE.

6. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION INCLUDING ROOTS AND

OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL, THEN SCARIFIED TO A DEPTH OF 6"

PRIOR TO PLACING OF ANY FILL. CALL GRADING INSPECTOR FOR INITIAL INSPECTION.

7. A THOROUGH SEARCH SHALL BE MADE FOR ALL ABANDONED MAN-MADE FACILITIES SUCH AS

SEPTIC TANK SYSTEMS, FUEL OR WATER STORAGE TANKS, AND PIPELINES OR CONDUITS. ANY

SUCH FACILITIES ENCOUNTERED SHALL BE REMOVED AND THE DEPRESSION PROPERLY FILLED

AND COMPACTED UNDER OBSERVATION OF THE GEOTECHNICAL ENGINEER.

8. AREAS WITH EXISTING SLOPES WHICH ARE TO RECEIVE FILL MATERIAL SHALL BE KEYED AND

BENCHED. THE DESIGN AND INSTALLATION OF THE KEYWAY SHALL BE PER THE GEOTECHNICAL

ENGINEER'S RECOMMENDATION OR PER COUNTY STANDARD DETAIL NO. G-13.

9. FILL MATERIAL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 6" IN COMPACTED THICKNESS,

MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT AND

COMPACTED BY AN APPROVED METHOD. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM

OF 90% MAXIMUM DENSITY AS DETERMINED BY 1957 ASTM D - 1557 - 91 MODIFIED PROCTOR

(AASHO) TEST OR SIMILAR APPROVED METHODS. SOME FILL AREAS MAY REQUIRE

COMPACTION TO A GREATER DENSITY IF CALLED FOR IN THE CONSTRUCTION DOCUMENTS.

SOIL TESTS SHALL BE CONDUCTED AT NOT LESS THAN ONE TEST FOR EACH 18" OF FILL

AND/OR FOR EACH 500 CUBIC YARDS OF FILL PLACED.

10. CUT SLOPES SHALL NOT EXCEED A GRADE OF 1½-HORIZONTAL TO 1-VERTICAL. FILL AND

COMBINATION FILL AND CUT SLOPES SHALL NOT EXCEED 2-HORIZONTAL TO 1-VERTICAL.

SLOPES OVER 3-FEET IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED PERENNIAL

VEGETATION OR TREATED WITH EQUALLY APPROVED EROSION CONTROL MEASURES PRIOR

TO FINAL INSPECTION.

11. SURFACE DRAINAGE SHALL BE PROVIDED AT A MINIMUM OF 2% FOR 5 FEET AWAY FROM

THE FOUNDATION LINE OR ANY STRUCTURE.

12. ALL TREES THAT ARE TO REMAIN ON SITE SHALL BE TEMPORARILY FENCED AND

PROTECTED AROUND THE DRIP LINE DURING GRADING OPERATION.

13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE REQUIRED AS PART OF THE

GRADING PLAN AND PERMIT REQUIREMENTS.

KEYNOTES

X.XX

KEYNOTE DESIGNATION

C-22199

Thomas

Ochsner AIA

Architect

D

FW

PROJECT NAME

OA

TSR

ETE

EN

ECS

IL

THMAO

SEN

LCA 19

FI/

LA

9

RO N AI

ET

OG.

HS

CTC

R

II

ENHC

ARI

COPYTRIGHT.

2017 BY THOMAS OCHSNER.

ALL RIGHTS RESERVED.

NO PART OF THIS DRAWING MAY

BE

REPRODUCED.

ARCHITECTURE & PLANNING10 E. Yanonali Street

Suite 2D

Santa Barbara, CA

93101

Tel 805.770.7576

Cel 805.705.6558

[email protected]

www.toarchitect.com

CLIE

NT

PRO

JECT

SHEET T

ITLE

SUBM

ITTALS

/ REVIS

IONS

SHEET N

O.

DATE D

RAW

N

PRO

JECT #

DATE

PUNTA GORDA AUD

HOUSING1317 PUNTA GORDA STREET

SITE PLAN

PUNTA GORDA AUD HOUSINGA-1.1

JIM CARR

11/14/2019

SCALE: 1/8" = 1'-0"

SITE PLAN

N

TRUE NORTH

SCALE: 1" = 30'-0"

COMMON OPEN SPACE DIAGRAM

CONCEPT SUBMITTAL

10/23/2018

CONCEPT SUBMITTAL

9/17/2019KEY VALUE

KEYNOTE TEXT

06.01

WOOD TRELLIS, SEE STRUCTURAL

23.01

CONDENSER ON CONCRETE PAD

32.01

DRIVEWAY W/ PERMEABLE PAVING. SEE CIVIL AND LANDSCAPE

32.03

PERMEABLE WALKWAY, SEE CIVIL AND LANDSCAPE

32.04

PLANTER, SEE LANDSCAPE

32.05

TREE BARK GROUND COVER, SEE LANDSCAPE

32.07

MAILBOXES

32.09

EXTERIOR DECK, SLOPE PER PLAN. SEE LANDSCAPE AND CIVIL. SEE FINISH SCHEDULE

FOR MATERIAL

duplexd

duplexe

duplexf

duplexg

duplexc

duplexb

duplexa

pu

nt

a g

or

da

st

re

et

Offering Specifics

Units 14 Units | (14) 2BD/2.5BA

Price $6,995,000 (Fully Constructed)

Building Size ±12,908 SF

Lot Size ±23,958 SF/±0.55 Acre

Zoning R-3

APN 017-300-017

At a 5% projected cap rate, an investor has the potential to realize immediate value add, since Santa Barbara capitalization rates for similar, stabilized multi-family assets range from 3.5%–4.2%, making for a potential intrinsic value of $8,000,000–$9,200,000.

mailto:sgolis%40radiusgroup.com?subject=







1317 PUNTAGORDA ST.

US HIGH

WAY 101

Punt

a G

orda

St.

Punt

a G

orda

St.

Salinas St.

Salinas St.

Old Coast Hwy.

OldCoastHwy.








D E V E L O P M E N T P L A N S

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V/D

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OCC.

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+42" +42"

+42"

+42"

3/D3/D

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+42"

WP

+42"

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+42"

+42"

WP

V/D D3

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3/D3/D

3/D3/D

D3/D

V/D

+42"

+42"

+42" +42"

+42"

WP

WP

+42"

+42"

+42"

+42"+42"

+42"

+42"

3/D3/D 3/D3/D

D D

CC

CC

CCC CCC

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CC+42"+42"

+42"+42"

C

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+42" +42"

+42"+42"

WP

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WP

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3/D 3/D

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D3/D3/

D3/D

3/DD

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V/D

TV+42"+42" +4

2"+4

2"

+42"

3/DD

V/D

DD

TV+42"+42"+4

2"+4

2"

+42"DD

V/D

DD

OCC.

WPWP

+42" +4

2"

+42"

+42"

+42"+42"+42"+42"

+42"

+42"

3/D3/D

D3/D

V/D

D3/D

3/D3/D

V/D

+42"

+42"+42" +42"

+42"

WP

+42"

+42"+42" +42"

+42"

WP

V/D

D3/D

3/D3/D3/D3/D

D3/DV/D

+42"

+42"

+42"+42"

+42"

WP

WP

+42"

+42"

+42"+42"+42"

+42"

+42"

3/D3/D 3/D3/D

D D

CCCC

CCC CCC

CC

CC+42"+42"

+42"+42"

C

C

+42"+42"

+42"+42"

WP WP

+42"+42"

+42"

+42"

WP

WP

+42" +42"+42"

+42"

+42"

+42"V/D

3/DD

3/D3/D

3/D3/D

3/D3/D

V/D

D3/D

3/D

3/D

3/D

3/D

TV

TV

TV

TV

WP WP

D3/DTV TV3/D 3/D

D3/D

TV TV

3/D3/D 3/D 3/D

3/D3/D

D3/D3/D3/D3/DD

V/D

V/D

02A-6.1

DUPLEX B

DUPLEX CDUPLEX D

DUPLEX E

DUPLEX F

DUPLEX GDUPLEX A

COVE

RED

TRAS

H EN

CLOS

URE

SING

LE S

TORY

RES

IDEN

CE

GARAGE

SINGLE STORY RESIDENCESINGLE STORY RESIDENCESINGLE STORY RESIDENCE


DOUB

LE S

TORY

APA

RTME

NT B

UILD

ING

GARAGE

PUNT

A GO

RDA

(E) OAK #3,36" REFER TO ARBORIST REPORT

6 FT TALL FENCE, ALL PERIMETER

6 FT TALL FENCE6 FT TALL FENCE

(E) TREE

(E) TREE



6 FT TALL WOOD FENCE AROUND PERIMETER, UON

RAM

P



TREE BARK GROUND COVER

8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"

UNIT 1UNIT 2

UNIT 3UNIT 4

UNIT 5UNIT 6

UNIT 13UNIT 14

UNIT 11UNIT 12

UNIT 7UNIT 8

UNIT 9UNIT 10

58' -

0"

RAMP

(E) OAK #1, 27"REFER TO ARBORIST REPORT

(E) OAK #2, 24" REFER TO ARBORIST REPORT

(N) PLANTER

(N) PLANTER

SETB

ACK

6' - 0

"

(N) PLANTER

(N) PLANTER

(N) PLANTER

(N) P

LANT

ER

12' -

11"

2' - 0

"16

' - 0"

26' -

0"

SIDE

SET

BACK

6' - 0

"

FRONT SETBACK

10' - 0"

20' X 20' PUBLIC OPEN SPACE

20' -

0"

20' - 0"

4" CURB, TYP.

6' - 0

"6'

- 0"

8' - 2

1/2"

6' - 0

"

10' - 6"

123456789

1011121314

8' - 6"3' - 0"

MIN

REQU

IRED

23' -

0"5'

- 0"

17' -

6"

8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"

17' -

6"

6' - 9 1/2"

FF: 23.2

FF: 22.5

FF: 22.5

FF: 23.0 FF: 23.0

FF: 22.5

FF: 21.3

TELEPHONE POLE, RELOCATED

(E) TREE REMOVED

42" HIGH FENCE

42" HIGH FENCE

8' - 6" 8' - 6" 9' - 6"

95 GAL

95 GAL

95 GAL

95 GAL

95 GAL 95 GAL

95 GAL

95 GAL

95 GAL

95 GAL

3' - 6"COVERED BIKE STORAGE BY

"PEAK RACKS" BELOW. 14

SPACES

11' - 1 1/2"

18' -

0"

9' - 9"

(N) DRIVEWAY, PERMEABLE PAVERS

10' -

0"10

' - 0"

VISIBILITY TRIANGLE. 42" HIGH OBSTRUCTION MAXIMUM WITHIN THIS ZONE

VISIBILITY TRIANGLE. 42" HIGH OBSTRUCTION MAXIMUM WITHIN THIS ZONE

AISLE

4' - 0"

PARKWAY

4' - 0"

6" CURB

60'-0" R.O.W.

SLIDING GATES BELOW, SEE FLOOR PLAN

SIDEWALK

6' - 0"

FRONT ZONE1' - 6"

10' -

1 1/2"

10' -

1"

10' - 6 1/2"

20' - 0"10'

- 4 1/

2"

D.S.

D.S.

D.S.

D.S

.

D.S

.

32.0132.01

32.05

32.05

32.0332.05

32.0532.05

32.05

32.07

32.03

32.04

32.04 32.04

32.03

32.0432.04

32.09

32.09

32.09 32.09

32.09

32.09

32.09

32.09

32.09 32.09

32.05

06.01

06.01

32.04

32.04

32.04

32.04

32.04

32.04

32.04

32.04

32.09

32.0932.09

32.09

32.0332.03

23.01

23.01 23.01

23.01

23.01

23.01

23.0123.01

23.01

23.0123.01

23.01

23.01

23.01

23.01

DUPLEX B

DUPLEX F

DUPLEX A

20' X 20' PUBLIC OPEN SPACE

DUPLEX D

DUPLEX E

DUPLEX G

DUPLEX C

14' - 8"

10' - 0"

4,243 SF OPEN SPACE W/ MINIMUM DIMENSION OF 10'

10' - 6"15' - 7"

GENERAL NOTES - GRADING1. ALL GRADING SHALL CONFORM WITH SANTA BARBARA COUNTY CODE CHAPTER 14 GRADING ORDINANCE #4477 AND STANDARDS AND REQUIREMENTS PERTAINING THERETO, THESE CONSTRUCTION DRAWINGS AND THE RECOMMENDATIONS OF THE SOILS ENGINEER AND ENGINEERING GEOLOGIST.

2. CONTRACTOR TO NOTIFY THE COUNTY GRADING INSPECTOR AND SOILS LABORATORY AT LEAST 48 HOURS BEFORE START OF GRADING WORK OR PRE-CONSTRUCTION MEETING.

3. CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO ADJACENT PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY DUST FROM HIS GRADING OPERATION.

4. BEFORE BEGINNING WORK REQUIRING EXPORTING OR IMPORTING OF MATERIALS, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE PUBLIC WORKS ROAD DIVISION FOR HAUL ROUTES USED AND METHODS PROVIDED TO MINIMIZE THE DEPOSIT OF SOILS ON COUNTY ROADS. GRADING/ROAD INSPECTORS SHALL MONITOR THIS REQUIREMENT WITH THE CONTRACTOR.

5. THE GEOTECHNICAL ENGINEER SHALL PROVIDE OBSERVATION AND TESTING DURING GRADING OPERATIONS IN THE FIELD AND SHALL SUBMIT A FINAL REPORT STATING THAT ALL EARTH WORK WAS PROPERLY COMPLETED AND IS IN SUBSTANTIAL CONFORMANCE WITH THE REQUIREMENTS OF THE GRADING ORDINANCE.

6. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION INCLUDING ROOTS AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL, THEN SCARIFIED TO A DEPTH OF 6" PRIOR TO PLACING OF ANY FILL. CALL GRADING INSPECTOR FOR INITIAL INSPECTION.

7. A THOROUGH SEARCH SHALL BE MADE FOR ALL ABANDONED MAN-MADE FACILITIES SUCH AS SEPTIC TANK SYSTEMS, FUEL OR WATER STORAGE TANKS, AND PIPELINES OR CONDUITS. ANY SUCH FACILITIES ENCOUNTERED SHALL BE REMOVED AND THE DEPRESSION PROPERLY FILLED AND COMPACTED UNDER OBSERVATION OF THE GEOTECHNICAL ENGINEER.

8. AREAS WITH EXISTING SLOPES WHICH ARE TO RECEIVE FILL MATERIAL SHALL BE KEYED AND BENCHED. THE DESIGN AND INSTALLATION OF THE KEYWAY SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATION OR PER COUNTY STANDARD DETAIL NO. G-13.

9. FILL MATERIAL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 6" IN COMPACTED THICKNESS, MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED BY AN APPROVED METHOD. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY 1957 ASTM D - 1557 - 91 MODIFIED PROCTOR (AASHO) TEST OR SIMILAR APPROVED METHODS. SOME FILL AREAS MAY REQUIRE COMPACTION TO A GREATER DENSITY IF CALLED FOR IN THE CONSTRUCTION DOCUMENTS. SOIL TESTS SHALL BE CONDUCTED AT NOT LESS THAN ONE TEST FOR EACH 18" OF FILL AND/OR FOR EACH 500 CUBIC YARDS OF FILL PLACED.

10. CUT SLOPES SHALL NOT EXCEED A GRADE OF 1½-HORIZONTAL TO 1-VERTICAL. FILL AND COMBINATION FILL AND CUT SLOPES SHALL NOT EXCEED 2-HORIZONTAL TO 1-VERTICAL. SLOPES OVER 3-FEET IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED PERENNIAL VEGETATION OR TREATED WITH EQUALLY APPROVED EROSION CONTROL MEASURES PRIOR TO FINAL INSPECTION.

11. SURFACE DRAINAGE SHALL BE PROVIDED AT A MINIMUM OF 2% FOR 5 FEET AWAY FROM THE FOUNDATION LINE OR ANY STRUCTURE.

12. ALL TREES THAT ARE TO REMAIN ON SITE SHALL BE TEMPORARILY FENCED AND PROTECTED AROUND THE DRIP LINE DURING GRADING OPERATION.

13. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE REQUIRED AS PART OF THE GRADING PLAN AND PERMIT REQUIREMENTS.

KEYNOTESX.XX KEYNOTE DESIGNATION

C-22199

ThomasOchsner AIA

Architect

D

FW

PROJECT NAME

OAT

S R

ETE

EN

EC SILTH

MA

O

SEN

LCA

19

FI/LA 9 RO

NAI

ETOG. HS

C TCRII

EN

HCAR I

COPYTRIGHT.2017 BY THOMAS OCHSNER.

ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY

BEREPRODUCED.

ARCHITECTURE & PLANNING

10 E. Yanonali StreetSuite 2D

Santa Barbara, CA 93101

Tel 805.770.7576Cel 805.705.6558

[email protected]

CLIENT

PROJECT

SHEET TITLE

SUBMITTALS/ REVISIONS

SHEET NO.

DATE DRAWN

PROJECT #

DATE

PUNTA GORDA AUDHOUSING

1317 PUNTA GORDA STREET

SITE PLAN

PUNTA GORDA AUD HOUSING

A-1.1

JIM CARR

11/14/2019

SCALE: 1/8" = 1'-0"SITE PLAN

N

TRUE NORTH

SCALE: 1" = 30'-0"COMMON OPEN SPACE DIAGRAM

CONCEPT SUBMITTAL 10/23/2018CONCEPT SUBMITTAL 9/17/2019

KEY VALUE KEYNOTE TEXT

06.01 WOOD TRELLIS, SEE STRUCTURAL23.01 CONDENSER ON CONCRETE PAD32.01 DRIVEWAY W/ PERMEABLE PAVING. SEE CIVIL AND LANDSCAPE32.03 PERMEABLE WALKWAY, SEE CIVIL AND LANDSCAPE32.04 PLANTER, SEE LANDSCAPE32.05 TREE BARK GROUND COVER, SEE LANDSCAPE32.07 MAILBOXES32.09 EXTERIOR DECK, SLOPE PER PLAN. SEE LANDSCAPE AND CIVIL. SEE FINISH SCHEDULE

FOR MATERIAL

duplex aduplex g

duplex f

duplex e

duplex d duplex c

duplex b

pu

nt

a g

or

da

st

re

et

1

2

3

4

5

6

7

8

9

1

2

3

4

5

6

7

8

9KEYNOTES

X.XX KEYNOTE DESIGNATION

LEVEL 11' - 0"

LEVEL 210' - 0"

FINISHED GRADE 200"

PLATE HT 218' - 0"

PLATE HT 19' - 0"

CLST LNDRY

LIVING LIVING

CLSTLNDR

8:12 8:12 8:

128:12

7:1

2

7:1

2

2ND

FLO

OR

PLA

TE

8' -

0"

1ST

FLO

OR

PLA

TE

8' -

0"

3' -

0"

2ND

FLO

OR

PLA

TE

8' -

0"

2X6 TOP PLATE

FRAMING PER STRUCTURAL

5/8" TYPE GYP BOARD ON EACH SIDE

2X6 BOTTOM PLATE

2X6 CEILING JOIST AT 16" O.C. 2X6 HEADER

DBL 2X6 TOP PLATE

R @ 6 3/4"16R @ 6 3/4"16

5' -

0"

3' - 0"

2' - 0"

25' -

9 3

/4"

TOP OF ROOF A24' - 6"

LEVEL 11' - 0"

LEVEL 210' - 0"

FINISHED GRADE 200"

PLATE HT 218' - 0"

PLATE HT 19' - 0"

TY

P 2

ND

FLO

OR

PLA

TE

8' -

0"

TY

P 1

ST

FLO

OR

PLA

TE

8' -

0"

25' -

10

3/4"

TY

P H

EA

DE

R H

EIG

HT

7' -

0"

TY

P H

EA

DE

R H

EIG

HT

7' -

0"

7:1

27

:12

7:1

27

:12

EX-01

EX-02

?

EX-06

EX-06

EX-01

A-5.14

Sim


LEVEL 11' - 0"

LEVEL 210' - 0"

FINISHED GRADE 200"

PLATE HT 218' - 0"

PLATE HT 19' - 0"

8' -

0"8'

- 0"

EX-01

EX-02

EX-03

EX-05EX-05


EXTERIOR FINISH & MATERIAL INDEXTAG DESCRIPTION

EX-01 COMPOSITE SHINGLES ROOFING, CLASS A , COLORS VARY

EX-02 PAINTED TRIM, COLOR : WHITE

EX-03 METAL DOWNSPOUT, WHITE

EX-04 NOT USED

EX-05 HORIZONTAL HARDIE SIDING, 8". COLOR DIFFERS PER UNIT

EX-06 VERTICAL HARDIE SIDING, 8" - 10". COLOR DIFFERS PER UNIT

EX-07 DESCRIPTION / MATERIAL / TEXTURE / COLOR

VERTICAL WOOD NAILER @ 16" O.C. AND AT CORNERS

2X6 STAINED CEDAR PLANKS

GALVANIZED PLANTER BOX

PROVIDE DRAIN AND GRAVEL AT BOTTOM - DRAIN TO ADJACENT PLANTER OR STORM DRAIN PER CIVIL

PLANTING, SEE LANDSCAPE PLAN

ROOF DOWNSPOUT, DRAIN INTO PLANTER

EXTERIOR BUILDING WALL

4"

3' -

0"

ThomasOchsner AIA

Architect

PROJECT NAME




Tel 805.770.7576Cel 805.705.6558

[email protected]

CLIENT

PROJECT

SHEET TITLE

REVISIONS

SHEET NO.

DATE DRAWN

PROJECT #

DATE

1630 MIRA VISTA AVE.SANTA BARBARA, CA 93103

PUNTA GORDAAUD HOUSING


JOB NO. XXXX

BUILDINGSECTIONS


A-5.1

JIM CARR

10/23/2018

KEYVALUE KEYNOTE TEXT

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

TYPICAL SECTION

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

TYPICAL ELEVATION

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

TYPICAL ELEVATION 2

SCALE: 1" = 1'-0"

BIOFILTRATION PLANTER DETAIL








F L O O R P L A N S

DW DW

W/D

W/D

W/D

D.S. D.S.

D.S.D.S.

D.S.

D.S.D.S.

LIVING KITCHEN KITCHENLIVING

BIKE STORAGE

PWDR PWDR

BEDROOM 2 BEDROOM 1 BEDROOM 1 BEDROOM 2

CLSTCLST

BATH 2 BATH 2

BATH 1BATH 1 LNDRYLNDRY

04A-9.1

04A-9.1

04A-9.1

04A-9.1

04A-9.1

04A-9.1

03A-9.1

03A-9.1

04A-9.1

04A-9.1

A-9.105

A-9.105

01A-9.1

01A-9.1

02A-9.1 02

A-9.1

01A-9.1

02A-9.1

02A-9.1

01A-9.1

02A-9.1

02A-9.1

01A-9.1

02A-9.1

02A-9.1

04A-9.1

04A-9.1

UNIT 2 UNIT 1

1A-3.12

3A-3.12

8" /

12"

8" /

12"

RIDGE

RIDG

E RID

GE

VALLE

Y VALLEY

1' - 6

"

8"

1' - 6

"

8"

1' - 6

"

8"

05.04 07.02

12

DUPLEX A

34

5678

910

1112

1314

KEY PLAN

1 HOUR RATED DEMISING WALL BETWEEN UNITS 2X6 FRAMING W/ 5/8" TYPE X GYPSUM BOARD EA. SIDE

NOTE: SEE DETAIL CALLOUTS ON PLANS AND SECTIONS FOR TYPICAL WALL ASSEMBLIES

EXTERIOR 2X6 FRAMED WALL - SEE ELEVATIONS FOR FINISHES

INTERIOR 2X4 FRAMED WALL


WALL TYPES LEGEND

GENERAL NOTES - FLOOR PLAN1. HARDWIRED SMOKE DETECTORS W/ BATTERY BACK-UP ARE REQUIRED IN EA BEDROOM & IN AREAS LEADING TO BEDROOMS & AT TOP OF STAIRS.

2. ALL BEDROOMS REQUIRE AT LEAST ONE EGRESS WINDOW PER CBC SECTION 310.

3. GLAZING MUST CONFORM TO CBC SECTION 2406 WHERE APPLICABLE.

4. FURNITURE NOT IN CONTRACT.


INSULATION SCHEDULE1. SEE TITLE24 SHEETS FOR ENERGY + ENVELOPE COMPLIANCE.2. QUALITY INSULATION INSTALLATION IS REQUIRED3. PROVIDE THERMAL INSULATION AS SHOWN ON THE DRAWINGS, WITH THE FOLLOWING

MINIMUMS:A. EXTERIOR WALLS AND WALLS BETWEEN HEATED AND UNHEATED SPACES: R-21 BATT

INSULATIONB. CEILINGS BETWEEN HEATED AND UNHEATED SPACES: R-30 BATT INSULATIONC. BATHROOM WALLS: R-11 SOUND INSULATIOND. KITCHEN WALLS: R-11 SOUND INSULATIONE. MECHANICAL / ELECTRICAL CLOSETS: R-11 SOUND INSULATIONF. DROP CEILINGS UNDER MECHANICAL UNITS: R-11 SOUND INSULATION

4. INSULATE ALL PIPE CHASES FOR SOUND.5. PROVIDE ROCK WOOL INSULATION OR EQUIVALENT BETWEEN ALL WINDOW AND EXTERIOR

DOOR FRAME AND ROUGH FRAMING.

GENERAL NOTES - ROOF PLAN1. PROVIDE FLASHING (8" MIN. LAP) AT ROOF JOINTS, COORDINATE FLASHING MATERIAL

SELECTION W/ ARCHITECT, TYP.

2. COORINDATE LOCATION OF (N) VENT RISERS WITH ARCHITECT.

3. ROOF DRAINS AND OVERFLOW DRAINS, WHERE CONCEALED WITHIN THE CONSTRUCTION OF THE BUILDING, SHALL BE INSTALLED IN ACCORDANCE WITH THE PLUMBING CODE [2010 CBC SECTION 506.4}

4. ATTIC VENT AREA & CALCULATIONS [PER 2010 CBC SECTION 1505.3]

NOTE: ENCLOSED ATTICS & ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRCTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN 1/300TH OF THE SPACE VENTILATED PROVIDED A VAPOR BARRIER NOT EXCEEDING (1) PERM IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION.

C-22199

ThomasOchsner AIA

Architect

D

FW

PROJECT NAME

OAT

S R

ETE

EN

EC SILTH

MA

O

SEN

LCA

19

FI/LA 9 RO

NAI

ETOG. HS

C TCRII

EN

HCAR I



BEREPRODUCED.




Tel 805.770.7576Cel 805.705.6558

[email protected]

CLIENT

PROJECT

SHEET TITLE


SHEET NO.

DATE DRAWN

PROJECT #

DATE



ENLARGED PLANSDUPLEX A


A-3.10

JIM CARR

11/14/2019

SCALE: 1/4" = 1'-0"1ST FLOOR PLAN- DUPLEX A

SCALE: 1/4" = 1'-0"2ND FLOOR PLAN- DUPLEX A

SCALE: 1/4" = 1'-0"ROOF PLAN - DUPLEX A

TXET ETONYEKEULAV YEK

05.04 6" HALF ROUND ALUM. GUTTER W/ 3" ALUM. DOWNSPOUT. PAINT PER MATERIALSCHEDULE

06.10 1 1/2" DIA. WOOD HANDRAIL ATTACHED W/ WALL BRACKETS AT 4' O.C. MAX07.02 CLASS A COMPOSITE ROOF PER MATERIAL SCHEDULE07.07 LINE OF ROOF ABOVE08.05 EMERGENCY ESCAPE AND RESCUE OPENING PER CBC SEC. 1030. MINIMUM NET CLEAR

OPENING OF 5.7 SF. MIN. NET CLEAR OPENING HEIGHT = 24 IN. MIN. NET CLEAROPENING WIDTH = 20 IN. BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 IN.MEASURED FROM THE FLOOR.

09.05 PROVIDE 1/2" TYPE X GYPSUM WALLBOARD AT ENCLOSED AREAS UNDER STAIRS09.09 GRANITE COUNTERTOP W/ 6" SPLASH AND RETURNS AT SIDE09.10 DOUBLE POLE & DOUBLE MOUNTED AT 40 1/2" AND 81" A.F.F. WITH 12" WIDE MDF SHELF

ABOVE11.01 METAL HOOD W/ LIGHT & FAN, PROVIDE 100 CFM EXHAUST FAN & VENT TO O.S.A.11.02 24" CLR. UNDER COUNTER DISHWASHER11.03 REFRIGERATOR - PROVIDE ELECTRIC OUTLET AT 42" AND COLD WATER HOOK-UP; GE

REFRIGERATOR: 21.2 CUFT STAINLESS W TOP FREEZER GIEZ1GSHSS22.04 KITCHEN FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.8 GPM22.05 RESIDENTIAL LAVATORY FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.2 GPM22.06 TOILETS SHALL BE 1.28 GPF MAX22.10 STEEL DOUBLE SINK WITH GARBAGE DISPOSAL - SEE PLUMBING22.12 32" X 60" TUB W/ 3 PIECE SURROUND32.02 6' HIGH WOOD FENCE- SEE DETAILS

CONCEPT SUBMITTAL 10/23/2018CONCEPT SUBMITTAL 9/17/2019PRELIMINARY ABR SUBMITTAL 11/14/2019

DW DW

W/D

W/D

W/D

D.S. D.S.

D.S.D.S.

D.S.

D.S.D.S.

LIVING KITCHEN KITCHENLIVING

BIKE STORAGE

PWDR PWDR

BEDROOM 2 BEDROOM 1 BEDROOM 1 BEDROOM 2

CLSTCLST

BATH 2 BATH 2

BATH 1BATH 1 LNDRYLNDRY

04A-9.1

04A-9.1

04A-9.1

04A-9.1

04A-9.1

04A-9.1

03A-9.1

03A-9.1

04A-9.1

04A-9.1

A-9.105

A-9.105

01A-9.1

01A-9.1

02A-9.1 02

A-9.1

01A-9.1

02A-9.1

02A-9.1

01A-9.1

02A-9.1

02A-9.1

01A-9.1

02A-9.1

02A-9.1

04A-9.1

04A-9.1

UNIT 2 UNIT 1

1A-3.12

3A-3.12

8" /

12"

8" /

12"

RIDGE

RIDG

E RID

GE

VALLE

Y VALLEY

1' - 6

"

8"

1' - 6

"

8"

1' - 6

"

8"

05.04 07.02

12

DUPLEX A

34

5678

910

1112

1314

KEY PLAN

1 HOUR RATED DEMISING WALL BETWEEN UNITS 2X6 FRAMING W/ 5/8" TYPE X GYPSUM BOARD EA. SIDE

NOTE: SEE DETAIL CALLOUTS ON PLANS AND SECTIONS FOR TYPICAL WALL ASSEMBLIES

EXTERIOR 2X6 FRAMED WALL - SEE ELEVATIONS FOR FINISHES



WALL TYPES LEGEND

GENERAL NOTES - FLOOR PLAN1. HARDWIRED SMOKE DETECTORS W/ BATTERY BACK-UP ARE REQUIRED IN EA BEDROOM & IN AREAS LEADING TO BEDROOMS & AT TOP OF STAIRS.

2. ALL BEDROOMS REQUIRE AT LEAST ONE EGRESS WINDOW PER CBC SECTION 310.

3. GLAZING MUST CONFORM TO CBC SECTION 2406 WHERE APPLICABLE.

4. FURNITURE NOT IN CONTRACT.


INSULATION SCHEDULE1. SEE TITLE24 SHEETS FOR ENERGY + ENVELOPE COMPLIANCE.2. QUALITY INSULATION INSTALLATION IS REQUIRED3. PROVIDE THERMAL INSULATION AS SHOWN ON THE DRAWINGS, WITH THE FOLLOWING

MINIMUMS:A. EXTERIOR WALLS AND WALLS BETWEEN HEATED AND UNHEATED SPACES: R-21 BATT

INSULATIONB. CEILINGS BETWEEN HEATED AND UNHEATED SPACES: R-30 BATT INSULATIONC. BATHROOM WALLS: R-11 SOUND INSULATIOND. KITCHEN WALLS: R-11 SOUND INSULATIONE. MECHANICAL / ELECTRICAL CLOSETS: R-11 SOUND INSULATIONF. DROP CEILINGS UNDER MECHANICAL UNITS: R-11 SOUND INSULATION

4. INSULATE ALL PIPE CHASES FOR SOUND.5. PROVIDE ROCK WOOL INSULATION OR EQUIVALENT BETWEEN ALL WINDOW AND EXTERIOR

DOOR FRAME AND ROUGH FRAMING.

GENERAL NOTES - ROOF PLAN1. PROVIDE FLASHING (8" MIN. LAP) AT ROOF JOINTS, COORDINATE FLASHING MATERIAL

SELECTION W/ ARCHITECT, TYP.

2. COORINDATE LOCATION OF (N) VENT RISERS WITH ARCHITECT.

3. ROOF DRAINS AND OVERFLOW DRAINS, WHERE CONCEALED WITHIN THE CONSTRUCTION OF THE BUILDING, SHALL BE INSTALLED IN ACCORDANCE WITH THE PLUMBING CODE [2010 CBC SECTION 506.4}

4. ATTIC VENT AREA & CALCULATIONS [PER 2010 CBC SECTION 1505.3]

NOTE: ENCLOSED ATTICS & ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRCTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN 1/300TH OF THE SPACE VENTILATED PROVIDED A VAPOR BARRIER NOT EXCEEDING (1) PERM IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION.

C-22199

ThomasOchsner AIA

Architect

D

FW

PROJECT NAME

OAT

S R

ETE

EN

EC SILTH

MA

O

SEN

LCA

19

FI/LA 9 RO

NAI

ETOG. HS

C TCRII

EN

HCAR I



BEREPRODUCED.




Tel 805.770.7576Cel 805.705.6558

[email protected]

CLIENT

PROJECT

SHEET TITLE


SHEET NO.

DATE DRAWN

PROJECT #

DATE



ENLARGED PLANSDUPLEX A


A-3.10

JIM CARR

11/14/2019

SCALE: 1/4" = 1'-0"1ST FLOOR PLAN- DUPLEX A

SCALE: 1/4" = 1'-0"2ND FLOOR PLAN- DUPLEX A

SCALE: 1/4" = 1'-0"ROOF PLAN - DUPLEX A

TXET ETONYEKEULAV YEK

05.04 6" HALF ROUND ALUM. GUTTER W/ 3" ALUM. DOWNSPOUT. PAINT PER MATERIALSCHEDULE

06.10 1 1/2" DIA. WOOD HANDRAIL ATTACHED W/ WALL BRACKETS AT 4' O.C. MAX07.02 CLASS A COMPOSITE ROOF PER MATERIAL SCHEDULE07.07 LINE OF ROOF ABOVE08.05 EMERGENCY ESCAPE AND RESCUE OPENING PER CBC SEC. 1030. MINIMUM NET CLEAR

OPENING OF 5.7 SF. MIN. NET CLEAR OPENING HEIGHT = 24 IN. MIN. NET CLEAROPENING WIDTH = 20 IN. BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 IN.MEASURED FROM THE FLOOR.

09.05 PROVIDE 1/2" TYPE X GYPSUM WALLBOARD AT ENCLOSED AREAS UNDER STAIRS09.09 GRANITE COUNTERTOP W/ 6" SPLASH AND RETURNS AT SIDE09.10 DOUBLE POLE & DOUBLE MOUNTED AT 40 1/2" AND 81" A.F.F. WITH 12" WIDE MDF SHELF

ABOVE11.01 METAL HOOD W/ LIGHT & FAN, PROVIDE 100 CFM EXHAUST FAN & VENT TO O.S.A.11.02 24" CLR. UNDER COUNTER DISHWASHER11.03 REFRIGERATOR - PROVIDE ELECTRIC OUTLET AT 42" AND COLD WATER HOOK-UP; GE

REFRIGERATOR: 21.2 CUFT STAINLESS W TOP FREEZER GIEZ1GSHSS22.04 KITCHEN FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.8 GPM22.05 RESIDENTIAL LAVATORY FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.2 GPM22.06 TOILETS SHALL BE 1.28 GPF MAX22.10 STEEL DOUBLE SINK WITH GARBAGE DISPOSAL - SEE PLUMBING22.12 32" X 60" TUB W/ 3 PIECE SURROUND32.02 6' HIGH WOOD FENCE- SEE DETAILS

CONCEPT SUBMITTAL 10/23/2018CONCEPT SUBMITTAL 9/17/2019PRELIMINARY ABR SUBMITTAL 11/14/2019

Not to scale

Unit A

Unit A

Unit B

Unit B

1st Floor

2nd Floor








A N A LY S I S

Analysis

Purchase Price: $ 6,995,000

Current CAP: 5.04%

Projected CAP: 5.04%

Current GRM: 13.88

Projected GRM: 13.88

PPU: $ 499,643

PPSF: $ 541.91

Unit Mix & Current Rent Data

Units Unit Mix Rent/Unit (Avg) Mo. Rent Market Rent

14 2 + 2 $3,000 $42,000 $3,000

Scheduled Gross IncomeCurrent Projected

Total Monthly Rent: $42,000 • • • $42,000 • • •

Monthly Laundry Income: • • • • • •

Other Monthly Income: • • • • • •

Total Monthly Gross Income: $42,000 • • • $42,000 • • •

ANNUAL GROSS INCOME: $504,000 • • • $504,000 • • •

Less Annual Vacancy Reserve: $10,080 2.00% $10,080 2.00%

Gross Annual Operating Income: $493,920 • • • $493,920 • • •

Less Annual Expenses: $141,081 27.99% $141,081 27.99%

NET ANNUAL OPERATING INCOME: $352,839 • • • $352,839 • • •

Less Annual Loan Payments: • • • • • •

Annual Pre-Tax Cash Flow:

Plus Annual Principal Reduction: • • • • • •

TOTAL ANNUAL PRE-TAX RETURN:

Estimated Annual ExpensesCurrent Projected Current Projected

Property Taxes* (*Based on purchase price): $ 74,185 $ 74,185 Pest Control (Est.): $2,500 $2,500

Insurance (Est. $2,100/Bldg.): $14,700 $14,700 Electric: (Common Area Est.): $2,500 $2,500

Property Management (Est. 5%): $24,696 $24,696 Water (Tenant Pays): $0 $0

Advertising (Act.): $1,000 $1,000 Sewer (Tenant Pays): $0 $0

General & Administrative (Est.): $1,500 $1,500 Trash (Tenant Pays): $0 $0

Maintenance & Repairs (Est. $750/Unit): $10,500 $10,500 Gas (Tenant Pays): $0 $0

Grounds (Est.): $5,000 $5,000 Reserves: (Est.): $7,000 $7,000

TOTAL ESTIMATED ANNUAL EXPENSES: $141,081 $141,081

ESTIMATED ANNUAL EXPENSES PER UNIT: $10,077 $10,077

General Information

No. Units: 14

Lot Size: 0.55 Acres

APN: 017-300-017








C O M P A R A B L E S O L D M U LT I F A M I LY P R O P E R T I E S

ADDRESS DATE OF SALE PRICE PRICE PER UNIT NO. OF UNITS UNIT MIX CAP RATE

1Subject Property

1317 Punta Gorda St.– $6,995,000 $499,643 14 (14) 2BD/2.5BA 5.04% (Proforma)

2 125 W. Mason St. 8/24/2018 $3,400,000 $680,000 5(3) 1BD/1BA; (1) 2BD/1BA;

(1) Studio3.15%

3 104 Chapala St. & 28 W. Mason St. 8/15/2018 $3,650,000 $456,250 8 (4) Studio; (4) 1BD/1BA 3.33%

4 215 W. Arrellaga St. 4/17/2018 $3,700,000 $370,000 10 (6) 1BD/1BA; (4) 2BD/1BA 3.40%

5 1501 Santa Barbara St. 1/16/2019 $4,394,000 $549,250 8 (8) 2BD/2BA

1

3

4

7

6

5

2

Potential stabilized asset value: $8,000,000–$9,200,000








C O M P A R A B L E S O L D M U LT I F A M I LY P R O P E R T I E S , C O N T.

ADDRESS DATE OF SALE PRICE PRICE PER UNIT NO. OF UNITS UNIT MIX CAP RATE

1Subject Property

1317 Punta Gorda St.– $6,995,000 $499,643 14 (14) 2BD/2.5BA 5.04% (Proforma)

6 221 W. Micheltorena St. 8/24/2018 $3,400,000 $680,000 5(3) 1BD/1BA; (1) 2BD/1BA;

(1) Studio3.15%

7 204 W. Yanonali St. 5/15/2020 $3,650,000 $456,250 8 (4) Studio; (4) 1BD/1BA 3.33%

1

3

4

7

6

5

2

Potential stabilized asset value: $8,000,000–$9,200,000








R E N T C O M P A R A B L E S | S A N TA B A R B A R A

PROPERTY ADDRESS UNIT TYPE RENT SF

Subject Property

1317 Punta

Gorda St.

2BD/2.5BA$3,000/Mo.

(Projected Rent)925 SF

1115 Garden St. 2BD/2BA $3,675 750 SF

Riviera Vista 835 E. Canon

Perdido St.2BD/2BA $3,245 865 SF





55 Ocean View Ave. 2BD/1.5BA $3,300 —

S. Salinas St. & Carpinteria St.

2BD/1BA $3,200 —

AVERAGE $3,402 865.5 SF

1

2

3

4

5

6

7

8

9

1

2

3

4

5

6

7

8

9KEYNOTES

X.XX KEYNOTE DESIGNATION

LEVEL 11' - 0"

LEVEL 210' - 0"

FINISHED GRADE 200"

PLATE HT 218' - 0"

PLATE HT 19' - 0"

CLST LNDRY

LIVING LIVING

CLSTLNDR

8:12 8:12 8:

128:12

7:1

2

7:1

2

2ND

FLO

OR

PLA

TE

8' -

0"

1ST

FLO

OR

PLA

TE

8' -

0"

3' -

0"

2ND

FLO

OR

PLA

TE

8' -

0"

2X6 TOP PLATE

FRAMING PER STRUCTURAL

5/8" TYPE GYP BOARD ON EACH SIDE

2X6 BOTTOM PLATE

2X6 CEILING JOIST AT 16" O.C. 2X6 HEADER

DBL 2X6 TOP PLATE

R @ 6 3/4"16R @ 6 3/4"16

5' -

0"

3' - 0"

2' - 0"

25' -

9 3

/4"


LEVEL 11' - 0"

LEVEL 210' - 0"

FINISHED GRADE 200"

PLATE HT 218' - 0"

PLATE HT 19' - 0"

TY

P 2

ND

FLO

OR

PLA

TE

8' -

0"

TY

P 1

ST

FLO

OR

PLA

TE

8' -

0"

25' -

10

3/4"

TY

P H

EA

DE

R H

EIG

HT

7' -

0"

TY

P H

EA

DE

R H

EIG

HT

7' -

0"

7:1

27

:12

7:1

27

:12

EX-01

EX-02

?

EX-06

EX-06

EX-01

A-5.14

Sim


LEVEL 11' - 0"

LEVEL 210' - 0"

FINISHED GRADE 200"

PLATE HT 218' - 0"

PLATE HT 19' - 0"

8' -

0"8'

- 0"

EX-01

EX-02

EX-03

EX-05EX-05


EXTERIOR FINISH & MATERIAL INDEXTAG DESCRIPTION

EX-01 COMPOSITE SHINGLES ROOFING, CLASS A , COLORS VARY

EX-02 PAINTED TRIM, COLOR : WHITE

EX-03 METAL DOWNSPOUT, WHITE

EX-04 NOT USED

EX-05 HORIZONTAL HARDIE SIDING, 8". COLOR DIFFERS PER UNIT

EX-06 VERTICAL HARDIE SIDING, 8" - 10". COLOR DIFFERS PER UNIT

EX-07 DESCRIPTION / MATERIAL / TEXTURE / COLOR

VERTICAL WOOD NAILER @ 16" O.C. AND AT CORNERS

2X6 STAINED CEDAR PLANKS

GALVANIZED PLANTER BOX

PROVIDE DRAIN AND GRAVEL AT BOTTOM - DRAIN TO ADJACENT PLANTER OR STORM DRAIN PER CIVIL

PLANTING, SEE LANDSCAPE PLAN

ROOF DOWNSPOUT, DRAIN INTO PLANTER

EXTERIOR BUILDING WALL

4"

3' -

0"

ThomasOchsner AIA

Architect

PROJECT NAME




Tel 805.770.7576Cel 805.705.6558

[email protected]

CLIENT

PROJECT

SHEET TITLE

REVISIONS

SHEET NO.

DATE DRAWN

PROJECT #

DATE

1630 MIRA VISTA AVE.SANTA BARBARA, CA 93103

PUNTA GORDAAUD HOUSING


JOB NO. XXXX

BUILDINGSECTIONS


A-5.1

JIM CARR

10/23/2018

KEYVALUE KEYNOTE TEXT

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

TYPICAL SECTION

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

TYPICAL ELEVATION

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

TYPICAL ELEVATION 2

SCALE: 1" = 1'-0"

BIOFILTRATION PLANTER DETAIL

1

2

3

4

5

6

7

72

1

6

3–5








Symbolizing the ultimate in casual California lifestyle, Santa Barbara is undoubtedly one of America’s most desirable destinations to live and travel.

Located on a pristine coastline approximately 337 miles south of San Francisco and 93 miles

north of Los Angeles, Santa Barbara is nestled between the Pacific Ocean and the Santa

Ynez Mountains. This stretch of coast is known as the “American Riviera” because of its

mild Mediterranean climate.

With a population of approximately 92,101, Santa Barbara is both small and vibrant. Locals

and visitors are drawn to the city’s charming downtown and picturesque State Street

with its rich Spanish architecture and historical sites, wide variety of shops and galleries,

numerous Zagat-rated restaurants and thriving open-air shopping centers like the famed

Paseo Nuevo Mall. Pristine, sunny beaches, an exapansive harbor and countless outdoor

attractions including the Santa Barbara Zoo, Santa Barbara Mission, Stearns Wharf and

Santa Barbara Museum of Natural History all add to the area’s appeal. And with nearly 220

vineyards within a short drive, Santa Barbara County is a renowned wine region offering an

array of some of the finest labels in the world.

Santa Barbara | The American Riviera

“Best Beach Town”Sunset Magazine’s 2015 Inaugural Travel Awards

“The 12 Best Cities for a Weekend Getaway”

U.S. News & World Report

“30 Best Small Cities in America”

Condé Nast Traveler’s Readers’ Choice Awards

T H E M A R K E T

Documents

1317 PUNTA FULLY ENTITLED DEVELOPMENT FOR ......FOR SALE 14-UNIT MULTIFAMILY DEVELOPMENT OPPORTUNITY 1317 unt rd t. ant arbara 93103 10.19.20 205 . ARRILL ST. SUIT 00 SANTA BARBARA