1317 PUNTA FULLY ENTITLED DEVELOPMENT FOR ......FOR SALE 14-UNIT MULTIFAMILY DEVELOPMENT OPPORTUNITY...
Transcript of 1317 PUNTA FULLY ENTITLED DEVELOPMENT FOR ......FOR SALE 14-UNIT MULTIFAMILY DEVELOPMENT OPPORTUNITY...
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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
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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.
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DUPLEX B
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PUNT
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(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
6 FT TALL WOOD FENCE AROUND PERIMETER, UON
RAMP
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6 FT TALL WOOD FENCE
TREE BARK
GROUND COVER
8' - 6"
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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"
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(E) OAK #2, 24"
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(N) PLANTER
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SETB
ACK6' -
0"
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1" 2' - 0
"
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SIDE S
ETBA
CK6' - 0"
FRONT SETBACK10' - 0"
20' X 20' PUBLIC
OPEN SPACE
20' - 0
"
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4" CURB, TYP.
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8' - 2 1
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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"
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95 GAL95 GAL
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COVERED BIKE
STORAGE BY
"PEAK RACKS"
BELOW. 14
SPACES
11' - 1 1/2"
18' - 0
"
9' - 9"
(N) DRIVEWAY,
PERMEABLE
PAVERS
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"
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"
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"
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"
10' - 6 1/2"
20' - 0"
10' - 4
1/2"
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DUPLEX B
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20' X 20' PUBLIC
OPEN SPACE
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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
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
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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=
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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
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.
mailto:sgolis%40radiusgroup.com?subject=
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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
D E V E L O P M E N T P L A N S
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D3/D3/D3/D3/DD
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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
SINGLE 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
6 FT TALL WOOD FENCE
6 FT TALL WOOD FENCE AROUND PERIMETER, UON
RAM
P
6 FT TALL WOOD FENCE
6 FT TALL WOOD FENCE
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
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
TOP OF ROOF A24' - 6"
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
TOP OF ROOF A24' - 6"
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
ARCHITECTURE & PLANNING
10 E. Yanonali StreetSuite 2D
Santa Barbara, CA 93101
Tel 805.770.7576Cel 805.705.6558
CLIENT
PROJECT
SHEET TITLE
REVISIONS
SHEET NO.
DATE DRAWN
PROJECT #
DATE
1630 MIRA VISTA AVE.SANTA BARBARA, CA 93103
PUNTA GORDAAUD HOUSING
1317 PUNTA GORDA STREET
JOB NO. XXXX
BUILDINGSECTIONS
PUNTA GORDA AUD HOUSING
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
mailto:sgolis%40radiusgroup.com?subject=
-
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
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
INTERIOR 2X6 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.
KEYNOTESX.XX KEYNOTE DESIGNATION
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
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
CLIENT
PROJECT
SHEET TITLE
SUBMITTALS/ REVISIONS
SHEET NO.
DATE DRAWN
PROJECT #
DATE
PUNTA GORDA AUDHOUSING
1317 PUNTA GORDA STREET
ENLARGED PLANSDUPLEX A
PUNTA GORDA AUD HOUSING
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
INTERIOR 2X4 FRAMED WALL
INTERIOR 2X6 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.
KEYNOTESX.XX KEYNOTE DESIGNATION
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
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
CLIENT
PROJECT
SHEET TITLE
SUBMITTALS/ REVISIONS
SHEET NO.
DATE DRAWN
PROJECT #
DATE
PUNTA GORDA AUDHOUSING
1317 PUNTA GORDA STREET
ENLARGED PLANSDUPLEX A
PUNTA GORDA AUD HOUSING
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
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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
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
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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
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
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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
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
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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
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
Riviera Vista 835 E. Canon
Perdido St.2BD/2BA $3,345 984 SF
Riviera Vista 835 E. Canon
Perdido St.2BD/2BA $3,645 863 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"
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
TOP OF ROOF A24' - 6"
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
TOP OF ROOF A24' - 6"
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
ARCHITECTURE & PLANNING
10 E. Yanonali StreetSuite 2D
Santa Barbara, CA 93101
Tel 805.770.7576Cel 805.705.6558
CLIENT
PROJECT
SHEET TITLE
REVISIONS
SHEET NO.
DATE DRAWN
PROJECT #
DATE
1630 MIRA VISTA AVE.SANTA BARBARA, CA 93103
PUNTA GORDAAUD HOUSING
1317 PUNTA GORDA STREET
JOB NO. XXXX
BUILDINGSECTIONS
PUNTA GORDA AUD HOUSING
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
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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
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
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