HomeMy WebLinkAboutPA2023-0051_20230412_Incomplete Letter_
COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION
100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915
949-644-3200
www.newportbeachca.gov
NOTICE OF INCOMPLETE COASTAL DEVELOPMENT
PERMIT APPLICATION FILING
April 12, 2023
David R. Olson Architects
Attn: Stephen Wan
9 Jenner, Suite 290
Irvine, CA 92618
Application No. • Coastal Development Permit
(PA2023-0051)
Address 413 Via Lido Soud
Please be advised that after reviewing the subject application, your submittal has been
deemed incomplete and further information is required before we are able to proceed
with the application process.
The following documentation is required to complete the application:
1. Property Development Standards.
Please be advised, the project as designed does not comply with all required property
development standards identified in Newport Beach Municipal Code (NBMC)
Chapter 21.30 (Property Development Standards). Reference the attached plan
check correction sheet for a list of the required changes.
2. Plant Selection and Grouping.
Please provide a detailed planting plan in accordance with Newport Beach Municipal
Code (NBMC) Section 21.30.075(3) (Landscaping – Plant Selection and Grouping)
and Section 21.30.085 (Water Efficient Landscaping). Refer to the California Invasive
Plant Council and California Native Plant Society websites for a list of prohibited and
drought tolerant plant types for environmentally sensitive areas.
3. Notice of Public Hearing.
Please provide the Excel file for the mailing labels. Refer to the Public Hearing
Requirements for formatting.
April 12, 2023
PA2023-0051
Page 2
Tmplt. 10/23/2018
4. Preliminary Geotechnical Report.
As this property is located within a coastal hazards area subject to liquefaction,
please provide a copy of the preliminary geotechnical report for this project.
5. Block Wall
The coastal hazards report concludes that a site block wall can be built along site
property lines to elevation of +14.4’NAVD88. The current site shows a wall. If the
existing block wall is to remain, submit a Bulkhead condition report. The report is
required to be prepared by in accordance with Newport Beach Municipal Code
Section 21.30.015(E)(3). In addition to the other requirements the report must include
an analysis of whether the existing bulkhead is required to protect the existing
principal structure.
If the existing wall is to be removed, a bulkhead built to +10.9’NAVD88 (with
adaptability up to +14.1’NAVD88) as concluded in the coastal hazards report must
be provided. Show this proposed block wall on the plans with top of wall elevations.
6. Please be aware, a Waiver of Future Protection will likely be required as a condition
of approval for this project in accordance with Section 21.30.015(E)(5). This is a
recorded agreement waiving any potential right to future protection devices to
address threats from natural hazards for the economic life of the development.
7. Public Works Review
See attachments for Public Works review and markups and address all comments.
8. Building Review
See attachments for Building review and comments. Comments may be addressed
during the building permit review.
9. Notice of Application Filing
A Notice of Application Filing must be posted on site at a conspicuous place, easily
readable by the public and placed as close as possible to the site of the proposed
development. A copy of the notice can be picked up at the office front counter. Please
arrange with me by email at jtran@newportbeachca.gov to pick-up a copy from the
office.
Once posted on-site, submit a photo of the posting with clear location either by email
to jtran@newportbeachca.gov or by uploading directly to City Virtual Connect (CiViC)
portal.
April 12, 2023
PA2023-0051
Page 3
Tmplt. 10/23/2018
For your information: The project proposed to demolish an existing triplex and build a
duplex and ADU. Although an ADU is allowed by SB330 to qualify as a replacement unit,
Coastal Commission has appealed projects in the past for ADUs/JADUs not being
equivalent or substantial in size. Please provide the existing (or approximate) square footage
of each unit separately in order to prevent delays with the Coastal Commission.
Upon verification of completion, the application will be processed and scheduled for a
Zoning Administrator Hearing. Should you have any questions regarding submittal
requirements, please contact Jenny Tran, Assistant Planner, at 949-644-3212 or
jtran@newportbeachca.gov.
By:
____________________________
Jenny Tran, Assistant Planner
Attachments: Plan Check Corrections
Redline Plans
Public Works Corrections
Building and Geotechnical Review
c:
Edwin Haronian
3347 Clerendon Road
Beverly Hills, CA 90210
Stephen Wan
9 Jenner, Suite 290
Irvine, CA 92618
City of Newport Beach
Community Development Department
100 Civic Center Drive / P.O. Box 1768
Newport Beach, CA 92658
Phone: (949) 644-3200
www.newportbeachca.gov
PLANNING DIVISION
PLAN CHECK
CORRECTIONS
F:\Users\CDD\Shared\Admin\Planning_Division\Current_Templates Revised 09-11-18 – CDD
Plan Checker Jenny Tran
Phone No: 949.644.3212
Email Address: jtran@newportbeachca.gov:
PLAN CHECK NO. PA2023-0051 ADDRESS: 413 VIA LIDO SOUD
CORRECTION DATE: 4/12/2023
CORRECTIONS:
Setbacks: F: 4’ (Via Lido Soud), F: 0’ (Boardwalk), S: 3’
1. The open volume/space calculation on Sheet GN1.3 appears to have an incorrect square
footage (see markup on attached plans). Correct the square footage and calculation.
2. Provide the interior clear dimension of the garage on Sheet A2.1.
3. The kitchen in the ADU must have a full stove and cannot be a hot plate only. Clarify if the
kitchen has a stove.
4. Show the 4’ utility easement along the front property line along Via Lido Soud.
Please submit written responses to this corrections list and redlined plans at the time of
resubmittal.
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
dn
up
1331.6 sf
226.1 sf
118.5 sf
374.3 sf
429.2 sf
<182.7 sf>
<21.7 sf>
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
up
dn
1956.1 sf
133.1 sf
<179.2 sf>
<293.6 sf>
(70.3 sf)
<54.0 sf>
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
dn
498.7 sf
77.4 sf
a/c well
DESCRIPTIONISSUE DATE
pr
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s
s
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t
1-
1
9
-
2
2
10/20/17
4
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9
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
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LANDLORD SUB 1
41
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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
2/17/23COASTAL DEVELOPMENT 1
GN1.3
area
calculations
first floor / garage area calculation 3/16"=1'-0"A
area calculations
second floor area calculation Broof deck area calculation C 3/16"=1'-0"3/16"=1'-0"
MAXIMUM LOT COVERAGE
MAXIMUM GROSS SQ. FTG.
F.A.R.
PROPOSED
5,117 SF
ALLOWED
FLOOR AREA
TOTAL
FLOOR AREA CALCULATION
BUILDABLE AREA
LOT SIZE 3,601.8 SF
DECK AREA CALCULATIONS REQUIREDOFF-STREET PARKING
GROSS DWELLING FLOOR AREA
REQUIRED
NUMBER OF TOTAL PARKING SPACES
NUMBER OF GARAGE SPACES
2ND FLOOR COVERED DECK
ROOF DECK (UNCOVERED)
TOTAL DECK AREA
1956.1 SF
PROPOSED
940 SF
PROPOSED
2,924 SF
1.75
N/A
PROPOSED
TOTAL
2,449.4 SF
498.7 SF
ADU
2,449.4 SF
GARAGE
2 PER UNIT
2 PER UNIT
17'-6"X19'
2
2
20'-0"X20'-0"
118.5 SF
N/A
363.9 SF
OPEN SPACE CALC
15% OF BUILDABLE AREA
GROSS DWELLING FLOOR AREA
AREA
REQUIRED
438.75 SF
BUILDABLE AREA 2,925 SF
AREA
PROPOSED
884.5 SF
175.0 SF
293.6 SF
182.7 SF
179.2 SF
54.0 SF
PROPOSED
UNIT A UNIT B
1,990.3 SF
10'-0"X35'-0"
2
2 4,439.7 S.F.
PROPOSED
UNIT A UNIT B
FIRST FLOOR
SECOND FLOOR
226.1 SF
1335.0 SF
429.2 SF 374.8 SF
1,990.3 SF
2,449.4 SF1,990.3 SF
70.3 SF
293.6 SF
EXTERIOR STAIR (UNCOVERED)77.4 SF
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'
-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
w/d
uc ref
ice
garage a
garage b wh
adu/bed 2a
laundry a
bar
living akitchen a great room
hall a
covered deck
ref/frz
dw
dn
uc ref
bath 2a
master bed a
master bath a
dssr
wh
foyer b
bed 1a
pantry
elev
up
bath 1a
powder
micro
bbq
ct
dssr
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
3'
-
5
12"
33
'
-
4
12"
9'-
6
"
37
'
-
1
12"
2'-6"26'-1112"2'-6"
32'-0"
1'
-
8
"
4'-
7
12"
4'
-
8
"
5'
-
0
"
7'-
6
"
1'-
6
"
26
'
-
4
"
1'
-
1
1
12"
1'
-
1
1
12"
6'-
1
0
"
19
'
-
3
12"
1'-1112"
8'-0"
1'-1112"
17'-0"
1'-1112"
30'-1012"
2'-112"
3'-
1
0
"
14
'
-
7
"
13
'
-
1
1
12"
10
'
-
1
1
12"
1'-0"
1'-0"
1'-0"
1'
-
8
"
3'-0"
SIDE
SETBACK
3'-0"
SIDE
SETBACK
4'-
0
"
FR
O
N
T
SE
T
B
A
C
K
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
N72°31'00"W 40.02'
N72°31'00"W 40.02'
N1
7
°
2
9
'
0
0
"
E
9
0
.
0
0
'
boardwalk
existing
boat
yard
existing
triplex
ref/
frz
pantry
kitchen b
dw
bbq
bar
up
open
master bed b
bed 3b
bed 2b
living bdining b
covered outdoor room
hall b
ext.
stairs b
balcony
uc wine uc ref
roof
below
li
n
e
n
powder
fp
/
t
v
a
b
v
ba 2b
linen
ba 3b
ju
l
i
e
t
t
e
b
a
l
c
o
n
y
master closet b
master bath b
fp / tv abv
coats
elev
den / bed 1b
ba 1b
stacked
dn
micro
b a4.1
f
a4.2
e
a4.2
a a4.1 c a4.1
d
a4.2
8'-
5
"
40
'
-
8
"
3'
-
9
12"
5'
-
3
12"
3'
-
3
12"
1'
-
0
"
5'-1112"
3'-8"
3'-0"3'-5"9'-0"3'-5"3'-412"
3'
-
3
12"
15
'
-
5
"
14
'
-
7
"
16
'
-
3
"
1'
-
4
"
7'-
3
12"
5'
-
4
"
6'
-
0
"
5'-
6
"
9'
-
7
"
32'-0"
16
'
-
9
12"
17
'
-
7
"
12
'
-
1
12"
3'-0"1'-0"
4'-0"
2'-112"
1'-0"
1'
-
4
"
19
'
-
9
12"
12
'
-
4
12"
DESCRIPTIONISSUE DATE
pr
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e
s
s
s
e
t
1-
1
9
-
2
2
10/20/17
4
7
0
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c
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2
6
1
8
(9
4
9
)
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9
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JOB NO.
IN-HOUSE XX/XX/XX
2203
PLAN CHECK :- - -
PLOT DATE 2/17/23
41
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LANDLORD SUB 1
41
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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
2/17/23COASTAL DEVELOPMENT 1
A2.1
first & second floor
construction
plans
first floor / garage plan 1/4"=1'-0"A
2X4 WOOD STUD WALL WITH STUDS AT 16" O.C.; PROVIDE 3 1/2" UNFACED BATT
INSULATION AT INTERIOR WALLS; USE 3X4 WHERE REQUIRED BY STRUCTURAL
DRAWINGS; CARRY FULL HEIGHT AT BEDROOM/BATHROOM/ MECH. RM. WALLS
WITH ONE LAYER OF 5/8" TYPE "X" AND BATT INSUALTION FOR SOUND
ATTENUATION. USE SLIP JOINT AT NON-BEARING CONDITIONS PER STRUCTURAL;
USE 2X6 OR 2X8 WHERE INDICATED ON PLAN OR REQUIRED BY STRUCTURAL.
2X6 WOOD STUD WALL AT ALL PLUMBING WALLS U.N.O. AND WHERE INDICATED ON
PLAN; 16" O.C.; BATT INSULATION TO BE R21 AT EXTERIOR WALLS OR PER T24,
WHICHEVER IS GREATER; PROVIDE 3 1/2" UNFACED BATT INSULATION AT INTERIOR
WALLS FOR SOUND ATTENUATION; CARRY FULL HEIGHT AT
BEDROOM/BATHROOM/MECH. RM. WALLS WITH ONE LAYER OF 5/8" TYPE "X" AND
BATT INSULATION FOR SOUND ATTENUATION; USE SLIP JOINT AT NON-BEARING
CONDITIONS.
VENEER WHERE OCCURS
wall legend
plan keynotes
4
5/8" TYPE "X" GYPSUM BOARD FOR 1 HOUR CONSTRUCTION PER CBC 406.1.4
ON ALL WALLS AND CEILINGS ADJACENT TO LIVING SPACE AND ALL WALLS SUPPORTING THE
HORIZONTAL PORTION OF THE OCCUPANCY SEPARATION WHERE OCCURS.
FIRE & SOUND RATED WALL PER LEGEND
1
2
5
CLOSET SHELF AND POLE AS SELECTED
6
11
3
12
13
8
COOKTOP/RANGE EXHAUST. PROVIDE UTILITIES AS REQUIRED. INSTALL PER MANUFACTURER'S
INSTRUCTIONS.
A) HOOD AS SELECTED BY OWNER; PROVIDE MINIMUM 100 CFM; VENT TO OUTSIDE
B) DOWNDRAFT; INSTALL PER MANUFACTURER'S INSTRUCTIONS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
SINGLE SINK WITH GARBAGE DISPOSAL. PROVIDE POWER TO DISPOSAL AS REQUIRED. SINK
FAUCET TO HAVE MAXIMUM FLOW RATE OF 1.5GPM AT 60 P.S.I; PROVIDE POWER TO DISPOSAL
AS REQUIRED
REFRIGERATOR/FREEZER AS SELECTED. PROVIDE POWER AND COLD WATER SUPPLY AS
REQUIRED. INSTALL OUTLET AT HEIGHT AS RECOMMENDED BY MANUFACTURER
TUB AS SELECTED
DISHWASHER AS SELECTED; PROVIDE UTILITIES AS REQUIRED
VERIFY PULLMAN/COUNTER WITH OWNER. WALL MOUNTED LAVATORIES AND TOILETS ARE NOT
PERMITTED IN SOUND-RATED PARTITIONS
MINIMUM CLEARANCE REQUIREMENTS FOR WATER CLOSETS TO BE 30" WIDE AND
MINIMUM CLEARANCE IN FRONT OF WATER CLOSET TO BE 24". WATER CLOSETS
TO BE LOW FLUSH TOILETS PER HSC 17921.3(b). WALL MOUNTED LAVATORIES AND TOILETS ARE
NOT PERMITTED IN SOUND-RATED PARTITIONS.
SOAP/SHAMPOO NICHE;
A) 12" W X 16" H SHAMPOO NICHE WITH SHELF AT 4" FROM TOP; SET BOTTOM OF SOAP NICHE AT
36"± ABOVE SHOWER FLOOR. SLOPE BOTTOM OF EACH NICHE SLIGHTLY FOR DRAINAGE.
B)12"X12" SHAMPOO NICHE (VERIFY DIMENSIONS W/OWNER); SET BOTTOM OF SHAMPOO NICHE
AT 36"± ABOVE TUB DECK (MAINTAIN 12" MODULE) AND SET SOAP NICHE AT 12" ABOVE TUB
DECK. SLOPE BOTTOM OF EACH NICHE SLIGHTLY FOR DRAINAGE.
14"X6" SCREENED VENT
LOW VENT FOR COMBUSTION AIR VENT WITHIN 12'' OF FLOOR
HIGH VENT FOR COMBUSTION AIR VENT WITHIN 12" OF CEILING
18" HIGH X 3/4" PAINTED EXTERIOR PLYWOOD PLATFORM
MAINTAIN 2" CLEARANCE TO COMBUSTIBLE MATERIALS PER LISTING. PROVIDE METAL STUD
SPACERS WHERE REQUIRED
DECK DRAIN ROUTED TO CIVIL SYSTEM SLOPE DECK TO DRAIN FOR POSITIVE DRAINAGE;
PROVIDE ADJACENT THROUGH WALL OVERFLOW AT 2" ABOVE FINISH SURFACE. SEE 15/D1.3
42'' HIGH GUARDRAIL
LINEN CLOSET, STORAGE CABINET, DESK, PANTRY OR BUFFET AS SELECTED
PROVIDE TILE OR STONE MINIMUM 70" ABOVE DRAIN AT ALL SHOWERS; MORTAR SET OVER
MEMBRANE; HOT MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION OF HOT
MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. NET AREA TO BE MINIMUM 1024
IN2. I. W/ MIN. 30" DIA. CIRCLE.
LAUNDRY SINK AS SELECTED
7
PROVIDE RECESSED IRON ANGLE SUPPORTS AT BAR/COUNTERS
9
10
STACKABLE WASHER AND DRYER AS SELECTED; PROVIDE UTILITIES AS REQUIRED. PROVIDE
SMOOTH, METAL DRYER VENT TO OUTSIDE PER CODE AND LOCAL AGENCY REQUIREMENTS.
USE 5" ROUND DUCTS WITH (2) 90 DEGREE BENDS; DRYER DUCT SHALL HAVE A BACKDRAFT
DAMPER PER CMC 504.1; VENT THROUGH ROOF; MAXIMUM 14'
FIREPLACE FINISHES AS SELECTED
14
15
TEMPERED/SAFETY GLASS ENCLOSURE AT TUB OR SHOWER. SHOWERS TO BE RECESSED
42" HIGH TEMPERED GLASS GUARDRAIL
DASHED LINE INDICATES EDGE OF CEILING OR PROJECTION OR WALL ABOVE
MECHANICAL UNIT PER T-24. MAINTAIN A MINIMUM 30" DEEP UNOBSTRUCTED WORKING SPACE
IN FRONT OF FURNACE PER CMC SECTION 904.11.4. FAU CLOSET MUST BE 12" WIDER THAN THE
FURNACE(S) BEING INSTALLED.
UNDER COUNTER ICE REF; PROVIDE UTILITIES AS REQUIRED
50' MAXIMUM PATH OF TRAVEL TO EXIT STAIR PER R311.440
BAR SINK AS SELECTED, WITH GARBAGE DISPOSAL41
42
PROVIDE CLASS A WATERPROOF ROOF DECK BY DEX-O-TEX WEATHERWEAR OR NOBLE OR
BETTER, SLOPE MIN. 2% TO DECK DRAIN. ICC-ES ESR-1757
LANDINGS SHALL NOT BE MORE THAN 1-1/2" LOWER THAN TOP OF THRESHOLD WHERE THE
DOOR SWINGS OVER THE THRESHOLD. LANDINGS ON THE EXTERIOR SIDE SHALL NOT BE MORE
THAN 7-3/4" INCHES BELOW THE TOP OF THRESHOLD PROVIDED THE DOOR DOES NOT SWING
OVER THE LANDING OR FLOOR (R311.3.1). PROVIDE STAINLESS STEEL FLASHING SHEET AT
FACE OF FOOTING AT TRANSITION TO DOOR THRESHOLD LANDING LENGTH TO BE A MINIMUM
OF 36" IN THE DIRECTION OF TRAVEL.
43
RECESSED MEDICINE CHEST AS SELECTED; VERIFY LOCATIONS
UNDER COUNTER REFRIGERATOR, PROVIDE UTILITIES AS REQUIRED
A) DIRECT VENT GAS FIREPLACE WITH GLASS FRONT; MONTIGO H42DF OR EQUAL. DRAWINGS
FOR SPECIFICATIONS AS SELECTED. INSTALL PER MANUFACTURER'S SPECS, PROVIDE COVER
GLASS AT MASTER BEDROOM; ROUTE VENT THROUGH FLOOR JOISTS THROUGH EXTERIOR
SIDEWALL
B) DIRECT VENT GAS FIREPLACE WITH GLASS FRONT; MONTIGO P52DF OR EQUAL. DRAWINGS
FOR SPECIFICATIONS AS SELECTED. INSTALL PER MANUFACTURER'S SPECS, PROVIDE COVER
GLASS AT MASTER BEDROOM; ROUTE VENT THROUGH FLOOR JOISTS THROUGH EXTERIOR
SIDEWALL
44 SILL AT 42" A.F.F
45 ALL ACCESSORY STRUCTURES ON ROOF DECK (COUNTERS, BBQ SPA, ETC.) TO COMPLY WITH
FLAT HEIGHT LIMITATION (24')
ELEVATOR CONTROL PANEL. PROVIDE 30X36 WORKING CLEARANCE
1HR FIRE RATED WALL. 2X4 WOOD STUD WALL WITH STUDS AT 16" O.C.; 1 LAYER
5/8" W.R. TYPE "X' GYP. BD. O/ 1/2" PLYWOOD PLYWOOD SHEATHING WHERE
OCCURS PER STRUCTURAL DRAWING ON EXTERIOR. R19 BATT INSULATION.
5/8" TYPE "X" W.R. GYPSUM BOARD ON THE INTERIOR. SEE DETAIL 20/D1.2
46 NOT USED.
HATCHED AREA INDICATES 1HR & SOUND RATED FLOOR ASSEMBLY ABOVE PER DETAIL 18/D1.2
IRON AWAY E-342 FOLD-DOWN IRONING BOARD OR EQUAL; PROVIDE UTITLIES AS REQUIRED
UNDER COUNTER WINE COOLER; PROVIDE UTILITIES AS REQUIRED
AS SELECTED. PROVIDE POWER AND COLD WATER SUPPLY AS REQUIRED. INSTALL OUTLET AT
HEIGHT AS RECOMMENDED BY MANUFACTURER
2x6 PLUMBING WALL PER WALL LEGEND
RESIDENTIAL ELEVATOR PER SPECIFICATIONS
47 DASHED LINE INDICATES ADHERED STONE VENEER
48 DECORATIVE WOOD TRELLIS; PAINT TO MATCH WOOD SIDING
FLOOR DRAIN ROUTED DOWN THROUGH WALL TO CIVIL SYSTEM
2X4 WOOD STUD LOW WALL WITH STUDS AT 16" O.C.
1HR FIRE AND SOUND RATED WALL. 2X WOOD STUD WALL WITH STUDS AT 16"
O.C.; 1 LAYER 1/4" GYP. BD. BASE LAYER EACH SIDE WITH 1 LAYER 5/8" TYPE "X'
GYP. BD. TOP LAYER EACH SIDE. SEE DETAIL 19/D1.2
NOT USED.
second floor plan 1/4"=1'-0"B
3
13
15
10
12
11
21
38 22
19
7
1A
6
3725
83041
42
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42 4219
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25
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23
24
22
19
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543
9 28
26
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16
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42
5
5
38
2
8
19
22
3
37
27
37
27
27
28
26 9 25 5 2423 20
5
27
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SLOPE
SLO
P
E
3
35
15
10
12
11
13
35
83141
1B
6
21
21
2522
19
34
43
423822
16
18
19
22
23
7 1A 6
21
25
3
42 38
38
3
19
22
24
23
25
22
20 2423 2024 23
42 14
19
22
38 25
34
34
19
F
F
A
B
C
D
E
G
G
H
G
G
J
J
L
K
K
L
L
L
C
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MMN
101
102
103
104105
106
107
108
109
110
111
112
113
113
114
115116
117
118
119
201
202
203
204
205
206
207
208
209
210 211
212
213
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216
217
218
120
Tmplt: 06/07/19
P ROJECT R EVIEW R EQUES T
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:
Building – Tonee Thai
Public Works – David Keely
Fire – James Gillespie
Geotechnical Engineer – Sergio Gutierrez
Date: March 16, 2023
Please return PRR and Plans to Staff Planner
Jenny Tran, Assistant Planner
949-644-3212, jtran@newportbeachca.gov
Applicant:
David R. Olson Architects Contact: Stephen Wan
949-450-0093
Steve@OlsonArchitect.com
Project Name Horonian Residence
Address: 413 Via Lido Soud
PA2023-0051 Coastal Development Permit
A coastal development permit to demolish an existing triplex and construct a new 3-story duplex and 1
ADU on Lido Isle.
REPORT REQUESTED BY: March 30, 2023
Zoning Administrator Hearing: Hearing Date: TBD
Check all that apply:
❑ No comments on the project
as presented.
Notes:
1. 2022 California Building Codes will apply to this project, not
the 2022 California Residential Code.
2. This site is in a Soils Liquefaction Seismic Hazard Area.
This information will need to be added to the building data
on the cover sheet. The soils report will be required to
comply with Newport Beach Building Code Policy CBC
1803.5.11-12.
3. An NFPA 13R fire sprinkler system is required (CBC
903.3.1.2, 1006.2). Fire sprinkler protection for the roof
deck and covered decks on the 1st and 2nd floors is required
(CBC 903.3.1.2.1).
4. A single exit is permitted for the dwelling unit occupying the
second floor and roof deck if the exit access travel distance
complies with CBC Table 1006.3.4(1) or if the stairway from
the 2nd to the 1st floor is constructed as in interior exit
stairway according to CBC 1027 (CBC 1006.3.4 Part 1 or 5).
5. The BBQs on the covered decks are required to be listed for
use beneath combustible construction. If hoods are
X 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)
Tmplt: 06/07/19
provided as a means of protection for the combustible
construction, the hood is required to be listed with the BBQ.
6. Doors in 1-hr fire rated partitions separating dwelling units
shall be fire rated according to CBC Table 716.1(2) and
hardware shall comply with CBC 716.2.6. This requirement
also applies where there are exterior spaces between
dwelling units and walls are separated by less than 6’. See
for example the exterior space between Garage ‘a’ and
ADU/Bed 2a.
7. Floor separating dwelling units is required to be 1-hr fire
resistance rated (CBC 420.3, 711.2.4.3). The stairway
between the 1st and 2nd floor shall be fire rated as a floor
assembly where it separates upper and lower dwellings.
8. Walls and floor separating dwelling units are required to be
sound rated according to requirements in CBC 1206.
9. Openings in exterior walls parallel to property lines are
required to comply with the requirements for limitation of
openings in CBC 705.8. Openings include those below the
floor and roof framing where the covered 1st and 2nd floor
deck areas occur.
Signature Ext. Date
Tmplt: 06/07/19
P ROJECT R EVIEW R EQUES T
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:
Engineer Geologist – Sergio Gutierrez Date: March 16, 2023
Please return PRR and Plans to Staff Planner
Jenny Tran, Assistant Planner
949-644-3212, jtran@newportbeachca.gov
Applicant:
David R. Olson Architects Contact: Stephen Wan
949-450-0093
Steve@OlsonArchitect.com
Project Name Horonian Residence
Address: 413 Via Lido Soud
PA2023-0051 Coastal Development Permit
A coastal development permit to demolish an existing triplex and construct a new 3-story duplex and 1
ADU on Lido Isle.
REPORT REQUESTED BY: March 30, 2023
Zoning Administrator Hearing: Hearing Date: TBD
Check all that apply:
❑ No comments on the project
as presented.
Notes:
Based on Preliminary review of proposed Grading Plan by AQX
finish grade elevation and Preliminary WQMP the project is deemed
satisfactory for CDP permit, pending formal review during building
review.
Sergio Gutierrez 3213 23/22/2023
Signature Ext. Date
X 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)