HomeMy WebLinkAboutPA2023-0025_20230405_PRR_PWTmplt: 06/07/19
P ROJECT R EVIEW R EQUEST
C O M M U N I T Y D E V E L O P M E N T D E P A R T M E N T
Planning Division
Please Distribute to:
Public Works - David Keely
Building - Tonee Thai
Fire - James Gillespie
Date: 2/15/2023
Please return PRR and Plans to Staff Planner
Oscar Orozco, Assistant Planner
(949) 644-3219, oorozco@newportbeachca.gov
Applicant:
David R. Olson Contact: Stephen Wan
(949) 450-0093
steve@olsonarchitect.com
Project Name Mendes Residence
Address: 208 Via Lido Nord
PA2023-0025 PA2023-0025
Coastal Development Permit request to demolish the existing single unit residence and construct a new
single unit residence.
REPORT REQUESTED BY: 3/1/2023
Zoning Administrator HEARING DATE: TBD
Check all that apply:
No comments on the project
as presented.
Notes:
SEE MARKUPS ON PLANS
David Keely 3349 04/05/23
Signature Ext. Date
Application of Standard Code
requirements are not
expected to alter the project
design.
Recommended conditions of
approval are attached.
Application of Standard Code
requirements or the attached
conditions of approval will
substantially impact or alter
the design of the project.
I contacted the applicant on
To schedule an appt. for
Code review
To discuss the following
(see notes)
LO
T
8
5
8
VIA BARCELONA
ED
G
E
O
F
SE
A
W
A
L
L
2
S
T
O
R
Y
BU
I
L
D
I
N
G
2
S
T
O
R
Y
BU
I
L
D
I
N
G
2
S
T
O
R
Y
BU
I
L
D
I
N
G
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
N 29°00'00" E 90.00'
S 29°00'00" W 90.00'
N
6
1
°
0
0
'
0
0
"
W
3
0
.
0
0
'
PROPOSED BUILDING
FF= 11.50'
PAD=10.75'GARAGE
FF= 12.25'
℄ V
I
A
L
I
D
O
N
O
R
D
UTILITY BOX
PROTECT IN PLACE
WATER METER
PROTECT IN PLACE
11.38 FS
15%
12.07 TG
11.32 INV 1
12.50 TC
12.13 FS
11.21 TG
10.46 INV 1
11.01 TG
10.26 INV 1
10.81 TG
6.31 INV6
2%2%
2%
12.09 FS
2 2 2
12.09 FS
(11.90) FG
(11.49 FL)
11.53 INV5
5%
2%
5%
2
2
SD
3 12.13 TG
11.63 INV
℄
4'
3'
10'
9'1'
3.
1
'
10'
(11.90) FS
15%
15%
15%
PROPOSED BUILDING
FF= 12.50'
PAD=11.75'
11.38 FS
11.38 FS
ELEVATOR
FF= 11.83'
0.8%
12.50 TC
11.58 FG
2%2%
2%2%
5%
SDSDSDSDSDSDSDSDSDSD SD SD SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
11.69 TG
10.94 INV 1 11.37 TG
10.63 INV1 11.22 TG
10.43 INV1 11.18 TG
10.22 INV 1
4
4 4
8
EX
.
C
U
R
B
A
N
D
G
U
T
T
E
R
T
O
B
E
R
E
M
O
V
E
D
N
6
1
°
0
0
'
0
0
"
W
3
0
.
0
0
'
11.50 TOP OF DECK
11.00 FS
11.50 TOP OF DECK
11.00 FS
11.01 TG
10.26 INV 1
10.81 TG
6.31 INV6
2%
2 15.00 TOP OF FENCE
11.50 TW
10.85 FS
15.00 TOP OF FENCE
11.50 TW
10.85 FS
5%
3.
1
'
4%
10.77 TG
9.87 INV 7
10.77 TG
9.74 INV 7
SD SD SD SD
11.18 TG
10.22 INV 1
4
8
8
4%
4%
2%
2%
2%
CONSTRUCTION NOTE
1 INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL PER DETAIL ON SHEET C-3.
2 INSTALL 4" DIA. PVC SCHEDULE 40 OR SDR 35 PIPE DRAIN SYSTEM.
3 INSTALL 12" x 12" CATCH BASIN.
4 CONSTRUCT NEW BUILDING PER ARCHITECTURAL PLAN.
5 INSTALL 3" DIA. PVC SCHEDULE 40 THROUGH THE CURB PER CITY STD-184-L.
6 INSTALL SUMP PUMP PER DETAIL ON SHEET C-3.
7 INSTALL TRENCH DRAIN.
8 INSTALL FRENCH DRAIN PER DETAIL FIGURE A ON SHEET C-3.
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
PROPOSED CONCRETE AREA
EXISTING WALL
PROPOSED LANDSCAPE AREA
PROPOSED STORM DRAIN
FLOW LINE
PROPERTY LINE
SURFACE SLOPE
STORM DRAIN SLOPE
PAD PROPOSED PAD ELEVATION
FS PROPOSED FINISHED SURFACE
FG PROPOSED FINISHED GROUND
FF PROPOSED FINISHED FLOOR
INV INVERT OF PIPE
TG TOP OF GRATE
PL PROPERTY LINE
TW TOP OF WALL
HP HIGH POINT
EXIST EXISTING
100
100
100FS
SD
X.X%
S=X.X
SHEET NO.:
APPROVED BYDATENO.REVISIONS
PROJECT NO.:
OWNER/SUBDIVIDER:
MENDES RESIDENCE
22185
PLANS PREPARED BY:
VICTOR AND VIVIAN MENDES
13356 AVE 168
TIPTON, CA 93272
(559)783-3126 208 VIA LIDO NORD,
NEWPORT BEACH, CA 92663
PROJECT ADDRESS
PRECISE GRADING & DRAINAGE PLAN
C-2
SCALE 1"= 5'
1005105
PRECISE GRADING PLAN
SCALE 1"= 5'
TOP OF GRATE
ELEV. PER PLAN SEE NOTES FOR GRATE TYPE
FINISH GRADE
ADAPTOR
4" PVC RISER (IF NEEDED)
90° PVC ELL.
4" PVC SDR 35 DRAIN PIPE (TYP.)
0.
7
'
M
I
N
.
INV. PER PLAN 1% MIN.
4" MIN PVC MAIN W/ TEE OR WYE
NOTE:
1.ALL FITTINGS BY: NDS, INC. (OR EQUAL) PHONE:
1-800-726-1994
2.REFER TO GRADING PLAN FOR FINISH GRADING.
3.DO NOT GLUE GRATE OR RISER TO PIPE.
4.GLUE "I.P.S. WELD ON" #773 SOLVENT (MEDIUM
BODIED FAST SET) FOR PIPE THRU 6" Ø.
5.ALL PIPES TO BE 4" Ø PVC SDR 35 OR SCHEDULE 40.
1% MIN.
INV. ELEV. PER PLAN
4" PVC
NDS 643 COUPLING
OR
TOP OF GRATE
ELEV. PER PLAN
0.
8
5
'
MI
N
.
*USE 6" NDS 66 EXTENSIONS WHERE
NEEDED
NDS SPEED-D-BASIN NDS 101
SINGLE OR NDS 201 DOUBLE
OUTLET CATCH BASIN.
SEE NOTES FOR GRATE TYPE
FINISH GRADE
INLET DRAIN
DETAIL
NOT TO SCALE
1
10
5
15
20
⅊⅊
10
5
15
20
10
5
15
20
2%
GARAGE
FF= 12.27'
2%
OVER-EXCAVATION
EXIST SURFACE
3'
FF= 12.50'
PAD= 11.75'
ELEVATOR
FF= 11.83'
5%2%2%
10
5
15
20
⅊⅊
10
5
15
20
10
5
15
20
FF= 11.50'
PAD= 10.75'
3'
2%2%
OVER-EXCAVATION
EXIST SURFACE
2%2%
⅊
2020
⅊⅊
10
5
15
20
℄
VIA LIDO
NORD
10
5
15
20
15%
4%
GARAGE
FF= 12.25'FF= 11.50'
PAD= 10.75'
OVER-EXCAVATION
EXIST SURFACE
3'
3'
OVER-EXCAVATION
0.8%
FF= 12.50'
PAD= 11.75'
2%
SHEET NO.:
APPROVED BYDATENO.REVISIONS
PROJECT NO.:
OWNER/SUBDIVIDER:
MENDES RESIDENCE
22185
PLANS PREPARED BY:
VICTOR AND VIVIAN MENDES
13356 AVE 168
TIPTON, CA 93272
(559)783-3126 208 VIA LIDO NORD,
NEWPORT BEACH, CA 92663
PROJECT ADDRESS
SECTION & DETAILS
C-3
SECTION C-C
SCALE 1"= 5'
SECTION A-A
SCALE 1"= 5'
SECTION B-B
SCALE 1"= 5'
4' X 4' SQUARE
3'
Ø
6
kitchen
elev
pantry
great room
stair
powder
garage
up
stor
open above
dining room hallup
10'-0"
REAR SETBACK
3'
-
0
"
SI
D
E
SE
T
B
A
C
K
3'
-
0
"
SI
D
E
SE
T
B
A
C
K
4'-0"
FRONT
SETBACK
S6
1
°
0
0
'
0
0
"
E
3
0
.
0
'
ne
w
p
o
r
t
b
a
y
N29°00'00"E 90.0'
N29°00'00"E 90.0'
S6
1
°
0
0
'
0
0
"
E
3
0
.
0
'
vi
a
l
i
d
o
n
o
r
d
(9.28FS)
(9.2FS)
(12.64FS)(12.17FS)
(12.01FS)
(1
1
.
0
4
F
S
)
(11.06FS)
(11.54FF)
(29.63)
TOR
(1
1
.
0
F
S
)
(13.27TW)
(10.86FS)
(10.85FS)
(1
3
.
0
6
T
W
)
(1
0
.
8
5
F
S
)
(7.35TW)
(7
.
3
T
W
)
(7
.
3
1
T
W
)
(7
.
3
T
W
)
(15
.
2
7
T
W
)
(11.28FS)(11.79FS)(12.18FS)
(11.39FS)(12.17FS)
(1
1
.
2
F
S
)
(1
1
.
3
F
S
)
(11.6FS)
(12.
3
4
F
S
)
(12
.
3
7
F
S
)
(1
2
.
9
2
F
F
)
(12.11GF)
(1
2
.
1
F
S
)
(12.1FS)
(1
2
.
0
6
F
S
)
(11.63FS)(12.23FS)(12.09FS)(17.62TW)
(17.64TW)
(18.04
T
W
)
(1
1
.
9
6
T
C
)
(11.92TC)
(11.49FL)
3" OUTLET
(11.94TC)
(1
1
.
5
0
F
L
)
(1
1
.
9
0
F
S
)
(11.9FS)
(34.05)
RIDGE
3'
-
1
1
/
2
"
7'
-
0
"
kitchen
elev
pantry
great room
stair
powder
garage
up
stor
open above
dining room hallup
(3
6
.
0
6
)
TOR
10'-0"
REAR SETBACK
3'-
0
"
SI
D
E
SE
T
B
A
C
K
3'-
0
"
SI
D
E
SE
T
B
A
C
K
4'-0"
FRONT
SETBACK
S6
1
°
0
0
'
0
0
"
E
3
0
.
0
'
ne
w
p
o
r
t
b
a
y
N29°00'00"E 90.0'
N29°00'00"E 90.0'
S6
1
°
0
0
'
0
0
"
E
3
0
.
0
'
vi
a
l
i
d
o
n
o
r
d
(9.28FS)
(9
.
2
F
S
)
(12.64FS)(12.17FS)
(12.01FS)
(1
1
.
0
4
F
S
)
(11.06FS)
(1
1
.
5
4
F
F
)
(29.63)
TOR
(11.0FS)
(13.27TW)
(10.86FS)
(1
0
.
8
5
F
S
)
(1
3
.
0
6
T
W
)
(10.85FS)
(7.35TW)
(7.3
T
W
)
(7.31TW)
(7.3TW)(15
.
2
7
T
W
)
(11.28FS)(11.79FS)(12.18FS)
(11.39FS)(12.17FS)
(11
.
2
F
S
)
(11
.
3
F
S
)
(11.6FS)
(1
2
.
3
4
F
S
)
(1
2
.
3
7
F
S
)
(12
.
9
2
F
F
)
(12.11GF)
(1
2
.
1
F
S
)
(12.1FS)
(12
.
0
6
F
S
)
(11.63FS)(12.23FS)(12.09FS)(17.62TW)
(17.64TW)
(18.04
T
W
)
(11.96TC)
(11.92TC)
(11.49FL)
3" OUTLET
(11.94TC)
(11.50FL)
(11.90FS)
(11.9FS)
(34.05)
RIDGE
expansion
joint
expansion
joint
3"
8"
1 1/2"
1 1/2"
75'-9 1/2"
23
'
-
9
"
75'-9 1/2"
19
'
-
1
0
1
/
2
"
1'-
8
"
7 1/2"
16
'
-
6
1
/
2
"
1'
-
8
"
17'-0"31'-8 1/2"3'-0"10'-8"13'-5"
2'
-
5
1
/
2
"
1'-3"
18
'
-
1
0
"
2'
-
5
1
/
2
"
11'-10 1/2"12'-2 1/2"4'-10 1/2"
5'-
3
"
5'-3"
13'-8"4'-7"
1'
-
0
"
1'
-
7
"
21'-2"
4'-
1
1
1
/
2
"
9'-
8
"
9'
-
8
1
/
2
"
6"
2'-2"
1'-0"
7'-2"
2'-2"
1'
-
3
1
/
2
"
7 1/2"
F.F. = 11.50
1'
-
3
1
/
2
"
T.O.C. = 12.50
T.O.C. = 12.50
6"
6"
1 1
/
2
"
12"
7'-5"
135°135°
90°
1'
-
0
"
6"
6"
12"3"
F.S. = 12.09F.S. = 12.25
F.S. = 12.50
12"
10'-0"
REAR SETBACK
3'
-
0
"
SI
D
E
SE
T
B
A
C
K
3'
-
0
"
SI
D
E
SE
T
B
A
C
K
4'-0"
FRONT
SETBACK
S6
1
°
0
0
'
0
0
"
E
3
0
.
0
'
ne
w
p
o
r
t
b
a
y
N29°00'00"E 90.0'
N29°00'00"E 90.0'
S6
1
°
0
0
'
0
0
"
E
3
0
.
0
'
vi
a
l
i
d
o
n
o
r
d
(9.28FS)
(9
.
2
F
S
)
(12.64FS)(12.17FS)
(12.01FS)
(1
1
.
0
4
F
S
)
(11.06FS)
(11.54FF)
(29.63)
TOR
(1
1
.
0
F
S
)
(13.27TW)
(10.86FS)
(10.85FS)
(1
3
.
0
6
T
W
)
(10.85FS)
(7.35TW)
(7.3
T
W
)
(7.31TW)
(7
.
3
T
W
)
(15
.
2
7
T
W
)
(11.28FS)(11.79FS)(12.18FS)
(11.39FS)(12.17FS)
(11
.
2
F
S
)
(11
.
3
F
S
)
(11.6FS)
(1
2
.
3
4
F
S
)
(1
2
.
3
7
F
S
)
(1
2
.
9
2
F
F
)
(12.11GF)
(1
2
.
1
F
S
)
(1
2
.
1
F
S
)
(1
2
.
0
6
F
S
)
(11.63FS)(12.23FS)(12.09FS)(17.62TW)
(17.64TW)
(18.04
T
W
)
(11.96TC)
(1
1
.
9
2
T
C
)
(11.49FL)
3" OUTLET
(11.94TC)
(1
1
.
5
0
F
L
)
(11.90FS)
(1
1
.
9
F
S
)
(34.05)
RIDGE
roof
deck
dn
ice ref
a/c
a/c
mech
mech
RA
K
E
RA
K
E
RIDGE RIDGE
RIDGE
RIDGE
V
A
L
L
E
Y
V
A
L
L
E
Y
VA
L
L
E
Y
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
1'
-
3
1
/
2
"
1'-
0
"
1'-0"
1'-
0
"
1'
-
0
"
2'-
0
"
4'-1"
1'
-
0
"
1'-0"
1'
-
0
"
~3:12
SLOPE~3:12
SLOPE
HIP
HIP
HIP
HIP
2'-
1
1
/
2
"
3'-
5
"
2'
-
1
1
/
2
"
3'-1 1/2"
3'-1 1/2"
HIP
HIP
HIP
HIP
3:12
SLOPE
T.O.R = 24'-0"T.O.W = 23'-9"
T.O.R = 23'-9"
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
5
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE DROA
2110
PLAN CHECK :- - -
PLOT DATE XX/XX/XX
me
n
d
e
s
r
e
s
i
d
e
n
c
e
1
LANDLORD SUB 1
20
8
v
i
a
l
i
d
o
n
o
r
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
s
i
n
g
l
e
f
a
m
i
l
y
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
01/29/23CDP SUB
A1.1
site, slab edge &
roof plans
L
K
J
H
G
F
E
D
C
B
A
site plan general notes
REFER TO CIVIL ENGINEERING PLANS FOR EXACT BUILDING LOCATIONS, GRADING,
DRAINAGE, FLOWLINES, GUTTERS, CURBS, ETC.
REFER TO LANDSCAPE PLANS FOR LANDSCAPE, SITE IRRIGATION, HARDSCAPE WALLS,
GATES, POOL AND FOUNTAIN FEATURES, EXTERIOR SCULPTURE PEDESTALS, EXTERIOR
EQUIPMENT LOCATIONS (CONDENSING UNITS, ETC.), SITE LIGHTING, ETC. NOT A PART
REFER TO CIVIL ENGINEERING PLANS FOR EXISTING UTILITY LOCATIONS, FIELD VERIFY
REFER TO UTILITY PLAN FOR HOSE BIBBS/BBQ GAS STUB OUTS
METER LOCATIONS ARE APPROXIMATE; DESIGN BUILD SUBCONTRACTOR TO FIELD VERIFY
EXACT LOCATION AND TO RECEIVE APPROVAL FROM THE APPROPRIATE UTILITY COMPANY
IN REGARD TO LOCATIONS (CONDENSING UNITS, ETC.), SITE LIGHTING, ETC.
FRONT PROPERTY CORNERS TO BE LOCATED PRIOR TO CONSTRUCTION.
POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES
REQUIRE SEPARATE REVIEWS AND PERMITS.
ELECTRICAL SERVICE TO BE UNDERGROUND IF SERVICE IS RELOCATED OR A NEW
SERVICE IS INSTALLED.
GRADING INSPECTOR IS TO BE CONTACTED TO SCHEDULE A SITE PRE-CONSTRUCTION
MEETING 48 HRS PRIOR TO START OF GRADING OR CONSTRUCTION.
ELECTRIC COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO
INSTALLATION.
FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT
PRIOR TO CONCRETE PLACEMENT.
EXISTING PROPERTY LINE
IN-WALL DRAIN - TIE TO CIVIL SYSTEM
NEW HARDSCAPE WITH SLOPE TO DRAIN PER CIVIL
FLUSH PLANTER AREA
EXISTING PUBLIC SIDEWALK AND CURB
PROPERTY LINE FENCE / WALL PER CIVIL DRAWINGS. MAXIMUM HEIGHT NOT TO EXCEED 6'
ABOVE EXISTING SURFACE. ENTIRE FENCE/WALL TO BE ON THIS PROJECT'S PROPERTY
DASHED LINES INDICATE BUILDING SETBACK LINE TO FACE OF FINISH
NEW GLASS GUARDRAIL
NOT USED
GAS METER LOCATION
MECHANICAL EQUIPMENT LOCATION PER CIVIL
ELECTRICAL METER LOCATION - VERIFY WITH CIVIL
SEWER LATERAL LOCATION - VERIFY WITH CIVIL
UTILITIES AS NOTED - VERIFY WITH CIVIL
AUTOMATICALLY ILLUMINATED BUILDING ADDRESS NUMBERS
NOT USED
S17 NEW GATE
site plan keynotes
S16
S15
S14
S13
S12
S11
S10
S9
S8
S7
S6
S5
S4
S3
S2
S1
S18 BOTTOMLESS TRENCH DRAIN PER CIVIL
S19 EXISTING WALL WITH NEIGHBORING PROPERTY TO REMAIN
S20 NOT USED
S21 NOT USED
S22 NEW CONDENSING UNIT
S23 TRASH AREA
S24 METER LOCATIONS
S25 LINE OF FLOOR ABOVE
S26 NOT USED
S27 DOWNSPOUT-TIE TO CIVIL SYSTEM
S28 MAXIMUM SETBACK ENCROACH AT CHIMNEY TO BE 12" (24" FROM P.L)
M A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING
AND UNDERPINNING."
N POOLS, SPAS, FENCES, PATIO COVERS, AND OTHER FREESTANDING STRUCTURES
REQUIRE SEPARATE REVIEWS AND PERMITS.
O FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY
COMBINATION THEREOF SHALL NOT EXCEED 42" FROM EXISTING GRADE PRIOR TO
CONSTRUCTION WITHIN THE REQUIRED SETBACK AREA(S).
site plan
1/4"=1'-0"
A
first floor / garage slab edge plan B
1/4"=1'-0"
roof plan keynotes
CONNECT ROOF DRAINS TO SUB-GRADE DRAINAGE SYSTEM; VERIFY WITH CIVIL ENGINEER OR
LANDSCAPE ARCHITECT. WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS HAVING
THE SAME SIZE AS THE ROOF, SHALL BE INSTALLED WITH THE INLET FLOOR LINE LOCATED 2"
ABOVE THE LOW POINT OF THE ROOF. OVERFLOW DRAINS SHALL BE INDEPENDENT OF ROOF
DRAINS, ALL ROOF DRAINS SHALL BE EQUIPPED WITH STRAINERS EXTENDING NOT LESS THAN
4" ABOVE THE IMMEDIATE SURFACE.
GANG ALL VENT STACKS WHEREVER POSSIBLE AND WHERE ALLOWED BY CODE TO MINIMIZE
ROOF PENETRATIONS, LOCATE IN AN ORDERLY MANNER AND IN AN AREA SO AS NOT TO BE
SEEN FROM ANY GRADE LEVEL SURROUNDING AREAS, PRIME AND PAINT TO MATCH GRAVEL
BALLAST.
ICC NUMBER FOR BRISTOLITE SKYLIGHTS: ESR-3177
ALL B.U.R. AREAS TO SLOPE AT 1/4" PER FOOT MINIMUM
PROVIDE ATTIC DRAFT STOP AT 3000 S.F. MAXIMUM
ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH
WITH MESH OPENINGS OF 1/4" IN DIMENSION.
DETAILS FOR VENT PIPE FLASHING 12/D1.2
WATERPROOF DECK BY DEX-O-TEK WEATHERWEAR OR BETTER, SLOPE TO THROUGH WALL
OVER FLOW SCUPPER AND DECK DRAIN WITH IN WALL DRAIN LINE TIED TO CIVIL. ICC-ES
ESR-1757
42" HIGH TEMPERED GLASS GUARDRAIL
LINE OF WALL BELOW
3" DRAIN-ROUTE TO CIVIL SYSTEM
ROOF DECK BELOW
DASHED LINES INDICATE PVE SOLAR ARRAY. SOLAR PV WITH MINIMUM 2.88 kW DC MUST BE
OBTAINED UNDER SEPARATE REVIEW AND PERMIT
NOT USED
ASPHALT ROOF SHINGLES, OVER TWO LAYERS 15 POUND FELT SHEATHING. ROOF ASSEMBLY IS
A CLASS "A" ROOF ASSEMBLY PER ICC ESR-2119.
ROOF ASSEMBLY IS 10LBS PER S.F. INSTALLED. SLOPE AS NOTED,
roof plan general notes
A
B
C
D
E
F
G
R11
R10
R9
R8
R7
R6
R5
R4
R3
R2
R1
R12
PROVIDE THROUGH WALL OVERFLOW SCUPPER
CALIFORNIA FRAMED ROOF AREA. MIN 3:12 SLOPE.
R13
VENT FOR GAS ONLY DIRECT VENT FIREPLACE. INSTALL PER MANUFACTURER'S
REQUIREMENTS. NO ROOF CLEARANCE REQUIREMENTS. PER CMC802.8.2
ATTIC IS UNVENTED SPACE PER R806.5. SEE DETAILS ON D1.2H
NOT USED
CRICKET AS REQUIRED FOR POSITIVE DRAINAGE
roof plan C1/4"=1'-0"
S1
S1
S1
S1
R12
S3
S3
S3
S3
S6
S6
S7
S7
S7
S7
S28
R1
R1
R1
R1
R1
R2
R4 R5
R5 R7 R8
R7R8
R7
R7
R6
R2
R10
R10
R10
R11
R11
R11
R11
R1
R12
R14
6
D1.2
15
D1.2
15
D1.2
15
D1.3
1
D1.2
1
D1.2
5
D1.2
5
D1.2
4
D1.2
4
D1.2
3
D1.2
16
D1.2
slope per civil
1
D1.3
2
D1.3
R13
R13
slope per civil
2%
S
L
O
P
E
2% S
L
O
P
E
2% SLOPE
2% SLOPE
2% SLOPE
2% S
L
O
P
E
F.G.=11.43
T.R.=145.65
F.G.=11.27
(E)T.W.=13.06
(E)T.W.=13.27
S8
(E)T.W.=13.27
(E)T.W.=13.06
a4
.
1
b
a4
.
2
e
a4
.
1
a
8'-
7
"
10
'
-
0
"
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
24
'
-
0
"
M
A
X
F
L
A
T
H
E
I
G
H
T
ES
T
A
B
L
I
S
H
E
D
G
R
A
D
E
3'
-
6
"
GUARDRAIL = 35.53
PLT = 31.16
FF = 32.04
ROOF = 35.71
9'-
7
"
9'-
0
"
PLT = 31.70
GUARDRAIL = 35.28
CURB = 11.94
PLT = 21.50
FF = 22.58
PLT = 21.50
FF = 22.58
EST GRADE = 11.55
FF = 11.50 PAD = 11.54
EST GRADE = 11.55
FF = 12.50
a4
.
2
e
a4
.
1
a
a4
.
1
b
8'-
7
"
10
'
-
0
"
FF = 32.04
GUARDRAIL = 35.53
3'-
6
"
PLT = 31.16
ROOF = 35.71
9'-
7
"
9'-
0
"
PLT = 32.16
GUARDRAIL = 35.53
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
24
'
-
0
"
M
A
X
F
L
A
T
H
E
I
G
H
T
AB
O
V
E
E
X
T
A
B
L
I
S
H
E
D
G
R
A
D
E
ROOF = 35.71
PLT = 21.50
FF = 22.58
PLT = 21.50
FF = 22.58
FF = 11.50
EST GRADE = 11.55
PAD = 11.54
FF = 12.50
EST GRADE = 11.55
CURB = 11.94
3
12
3
12
t.o. railing t.o. railing
t.o. railing
3'
-
6
"
t.o. railing
(oblique view)
(oblique view)
8'
-
0
"
8'
-
0
"
8'
-
4
3
/
4
"
8'
-
0
"
8'-
0
"
8'-
0
"
9'
-
0
"
12
'
-
0
3
/
4
"
14
'
-
7
"
17
'
-
1
1
/
4
"
8'-
0
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
7'
-
8
"
d a4.1 c a4.1fa4.2
9'-
7
"
10
'
-
0
"
PLT = 32.16
FF = 12.50
PLT = 31.16
8'-
7
"
10
'
-
0
"
FF = 11.50
EST GRADE = 11.55
3'-
6
"
FF = 32.04
GUARDRAIL = 35.53
PLT = 31.16
ROOF = 35.71
PLT = 21.50
FF = 22.58
PLT = 21.50
FF = 22.58
CURB = 11.94
24
'
-
0
"
M
A
X
F
L
A
T
H
E
I
G
H
T
ES
T
A
B
L
I
S
H
E
D
G
R
A
D
E
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
3
12
3
12
3'-
6
"
t.o. railing 8'
-
7
"
9'
-
0
"
7"
c a4.1 f a4.2da4.1
9'-
7
"
9'
-
0
"
24
'
-
0
"
M
A
X
H
E
I
G
H
T
AB
O
V
E
C
U
R
B
24
'
-
0
"
M
A
X
F
L
A
T
H
E
I
G
H
T
AB
O
V
E
E
S
T
A
B
L
I
S
H
E
D
G
R
A
D
E
PLT = 32.16
GUARDRAIL = 35.53
ROOF = 35.71
PLT = 21.50
FF = 22.58
CURB = 11.94 FF = 11.50EST GRADE = 11.55
3
12
3
12
7'
-
8
"
7"
3'-
6
"
8'
-
0
"
t.o. railing
DESCRIPTIONISSUE DATE
pr
o
g
r
e
s
s
s
e
t
12
-
0
5
-
2
2
10/20/17
4
7
0
w
a
l
d
ir
v
i
n
e
,
c
a
9
2
6
1
8
(9
4
9
)
4
5
0
.
0
0
9
3
in
f
o
@
o
l
s
o
n
a
r
c
h
i
t
e
c
t
.
c
o
m
JOB NO.
IN-HOUSE DROA
2110
PLAN CHECK :- - -
PLOT DATE XX/XX/XX
me
n
d
e
s
r
e
s
i
d
e
n
c
e
1
LANDLORD SUB 1
20
8
v
i
a
l
i
d
o
n
o
r
d
ne
w
p
o
r
t
b
e
a
c
h
,
c
a
9
2
6
6
3
ne
w
s
i
n
g
l
e
f
a
m
i
l
y
ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS
AND THE SAME SHALL NOT BE DUPLICATED, USED,
OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE
WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS.
10/27/17CITY SUB 1
11/20/17CITY SUB 2
2 12/06/17CITY SUB 3
01/29/23CDP SUB
A3.1
exterior
elevations
1/4"=1'-0"rear elevation (north)1/4"=1'-0"B front elevation (south)A elevation keynotes
elevation general notes
PROVIDE WEEP SCREED PER BELOW FOUNDATION PLATE LINE AND MIN 4" ABOVE
THE EARTH OR 2" ABOVE PAVED AREAS TYPICAL; P.T. SILL TO BE 6" ABOVE ADJACENT
F.G. OR 3" ABOVE F.S. PER R703.7.2.1
2
REFER TO STRUCTURAL DRAWINGS FOR INFORMATION ON WALL BRACING.
REFER TO BUILDING SECTIONS, ROOF PLAN, AND WALL SECTIONS FOR ADDITIONAL
INFORMATION ON ELEVATIONS OF BEAMS, PLATES, ROOF SHEATHING, ETC.
REFER TO DOOR SCHEDULE FOR DOOR DESIGN
DENOTES FINISH COLOR PER "FINISHES" SECTION OF FINISH SCHEDULE ON
SHEET A6.1
PROVIDE MAILBOX AS SELECTED BY OWNER
REFER TO DOOR AND WINDOW SCHEDULES FOR INFORMATION ON TEMPERED GLASS
LOCATIONS
INDICATES PAINT COLOR PER FINISH SCHEDULE
INDICATES TEMPERED GLASS
SETBACK DIMENSIONS ARE TO FACE OF FINISH, TYPICAL
T
A
B
C
D
E
F
10
12
13
15
14
11
4
6
7
8
9
5
1
3
2
16
17
18
19
20
VINYL CLAD WOOD FRAME WINDOWS AND DOORS
SECTIONAL GARAGE DOOR PER DOOR SCHEDULE
FLASH ALL EXTERIOR OPENINGS, TYPICAL
VENT FOR GAS ONLY DIRECT VENT FIREPLACE. INSTALL PER MANUFACTURER'S
REQUIREMENTS. NO ROOF CLEARANCE REQUIREMENTS. PER CMC802.8.2
DECORATIVE WOOD COLUMNS; PAINTED TO MATCH HORIZONTAL BAND
METER LOCATION - VERIFY
ENTRY HOUSE DOOR AS SELECTED
DASHED LINE INDICATING MAXIMUM BUILDING HEIGHT ENVELOPE
GLASS GUARDRAIL 42" A.F.F. PROVIDE SAFETY GLAZING AS REQUIRED
21
22
6'-0" HIGH ENTRY GATE AS SELECTED
23
IN WALL ROOF OR DECK DRAIN TIED TO CIVIL SYSTEM AND IN WALL OVERFLOW
DRAIN ROUTED TO DAYLIGHT AT BOTTOM OF WALL
THROUGH WALL OVERFLOW SCUPPER AT 2" ABOVE DECK SURFACE
1 12" WIDE TRIM ALL DOOR AND WINDOWS; PAINT AS SELECTED
2 X 12 HORIZONTAL BAND WITH FLASHING PER 6/D1.3
ASPHALT SHINGLES, OVER 2 LAYERS OF 15 LB FELT OVER PLYWOOD SHEATHING.
ROOF ASSEMBLY IS A CLASS "A" ROOF ASSEMBLY PER ICC ESR-2119.
ROOF ASSEMBLY IS 10LBS PER S.F. INSTALLED.
MAX. 1.5" ADHERED BRICK VENEER, RUNNING BOND. INSTALL PER MANUFACTURER'S
SPECIFICATIONS AND CBC CHAPTER 14 ADHERED VENEER INSTALLATION METHOD.
INSTALL OVER LATH AND PLASTER OVER PAPER. LATHING TO COMPLY WITH SECTION
2510. ATTACH VENEER TO PLASTER WITH 1/2" MORTAR SETTING BED. 15 PSF VENEER
WEIGHT. SEE DETAIL 19/D1.1. SPEC, T.B.D.
G
DECORATIVE WOOD GUARDRAIL 42" A.F.F.; AS SELECTED
GLASS GUARDRAIL AT LOW WALL, 42" A.F.F. PROVIDE SAFETY GLAZING AS
REQUIRED
DECORATIVE WOOD TRELLIS; PAINT TO MATCH WOOD SIDING
DECORATIVE WINDOW AS SELECTED. VERIFY SIZE WITH OWNER
24 DECORATIVE WOOD GUARDRAIL 42" A.F.F.; AS SELECTED
25 DECORATIVE LIGHT SCONES; AS SELECTED
6" HORIZONTAL SHIPLAP WOOD SIDING OVER TYVEK OR EQUAL, OVER PLYWOOD
SHEATHING OVER LATH AND PAPER. PAINT AS SELECTED
ADHERED SOLIDER BRICK BOND TRIM TO MATCH BRICK VENEER; INSTALL PER
MANUFACTURER'S SPECIFICATIONS AND CBC CHAPTER 14 ADHERED VENEER
INSTALLATION METHOD
26 SIDE WALL GAS ONLY DIRECT VENT FIREPLACE. INSTALL PER MANUFACTURER'S
REQUIREMENTS. NO ROOF CLEARANCE REQUIREMENTS. PER CMC802.8.2
1/4"=1'-0"right elevation (east)C
1/4"=1'-0"left elevation (west)D
3 1 113
2
2
20
4 7 4 7
4 7 4 7 4 747
16
25
25
25 19
239 9
18
25
13
13 131315
11 16
2
25
2
4 7 4 7
4 7
4 7
18
25
9
16
25
13 1315
20
13
4 7
13
16
8
16
1
11
4 715 1161
25
16
25
11
2
4 7
4 7 133
4 7 1314
20
5
9
1 1471510 10
10
10
18
2
6
9
4 7125
20
23
3
D1.1
4
D1.1
10
D1.1
11
D1.1
10
D1.1
11
D1.1
3
D1.1
4
D1.1
9
D1.1
11
D1.1
17
D1.3
19
D1.3
16
D1.3
12
D1.3
16
D1.3
12
D1.3
16
D1.1
16
D1.1
5
5
5
13
D1.1
14
D1.1
13
D1.1
14
D1.1
13
D1.1
14
D1.1
13
D1.1
13
D1.1
14
D1.1
14
D1.1
13
D1.1
14
D1.1
8
D1.1
10
D1.1
8
D1.1
10
D1.1
13
D1.1
14
D1.1
2
D1.3
5
D1.3
5
D1.3
2
D1.3
2
D1.3
5
D1.3
2
D1.3
26
11
25 1
4
D1.3
4
D1.3
13
D1.1
1
D1.3
1
D1.3
4713
4 7 13
4713
13
D1.1
13
D1.1
14
D1.1
14
D1.1
13
D1.1
14
D1.1
13
D1.1
14
D1.1
18
D1.3
13
D1.1
14
D1.1
4 7
14
D1.1