HomeMy WebLinkAboutXR2023-3034 - Alternative Material & Methods5M-2o2S - �03`(
���WrORr CITY OF NEWPORT BEACH
a e
F COMMUNITY DEVELOPMENT DEPARTMENT
0 S BUILDING DIVISION
�"` `P 100 Civic Center Drive I P.O. Box 1768 I Newport Beach, CA 92658-8915
CgCrPORN www.newoortbeachca.00v I (949) 644-3200 ,
CASE NO.: C
IZ°
jt7\
LEST FOR MODIFICATION TO PROVISIONS
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
OF THE NEWPORT BEACH MUNICIPAL CODE
(See Reverse for Basis for Approval) (Fee $306)
REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION
(See Reverse for Basis for Approval) (Fee$306)
For above requests, complete Sections 1, 2 & 3
below by printing in ink or typing.
JOB ADDRESS:
to
OE` V o By
�PMF
FEB T 2024
iVEtve 1�OF
cH
III FOR STAFF USE ONLY III
Plan Check # YL+w43 -Z(OA#Fof Stories
Occupancy Classification
Use of Building .;k of Units
ProjectStatus
Construction Type
Verified by A
No. of Items .'L
Fee due _ - _
DISTRIBUTION:
❑ Owner ErPlan Check
2r Petitioner ❑ Inspector
❑ Fire ❑ Other
PETITIONER:
SITE ADDRESS:
Petitioner KARL F DAKTERIS, ARCHITECT
Owner Laura and Jorge Daboub
(Pe6tlonerrobeamhitect or.gineed
Address 2711 Ebbtide Road
Address 1960 SAN BRUNO
NEWPORT BEACH, Zip 92625
NEWPORT BEACH, CA Zip 92660
Daytime Phone ( 949 )300-6379
Daytime Phone ( 949 )702-3573
Email: KARL@KARLDAKTERISARCHITECTS.COM
1 L I REQUEST: Submit plans if necessaryto illustrate request. Additional sheets create may be attached.
REQUEST TO HAVE MASTER BEDROOM #1 AND STUDIO ON 2ND FLOOR EMERGENCY ESCAPE & RESCUF
Petitioner's y q-//
Signature_ �6'�"�/
1 & 2 attached. This fire
Position ARCHITECT
CA Professional Lic. # C-21769
CRC R202, R310
PYlUY.iPioYkl
FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordance with: ❑ CBC 104.11/CFC 104.9
(Alternate materials & methods)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved
By: Date
❑ Request (DOES) (DOES NOT) lessen any fire protection requirements.
❑ Request (DOES) (DOES NOT) lessen the structural integrity
-ABC 104.10/CFC 104.E
(CBC Modification)
❑ Written Comments Attached
The Request is: Granted See reverse for ❑ Denied ( appeal information)
❑ Granted (Ratification required)
Conditions of Approval:
Signature Position
Print Name (T
Dale l7
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of owner or applicant, statement of reasons for appeal and filing fees are required.)
CASHIER RECEIPT NUMBER: K, %1037[ `GL59,yy Foms\modif 08121/23
d�------------
0
MBR 1
ABOVE . 09
LI` � a
T�IB�IEL � PWVO
/ L
C
i
r LlLUL a ��
c I❑ I o o�'�. o o � o ���II,
PM
p �2
1
o
1116"=1'-0"
NEW HOME 1ST FLOOR / SITE
N PUSH -OUT FIXED PUSH -OUT
5'-2" 2'-3" .050 ALUM. SILVER
KYNAR BREAK METAL
AT POSTS. TYPICAL.
J �/ III `\
7,/2 1 2 z
FIXED WINDOWS MULL TO PUSH -OUT WINDOWS. g
ALUM. KYNAR BLACK. FRAME W/ THERMAL BREAK. —
DBL. E-366A89 ENERGY GLASS, TEMPERED
oEx MBR 1'
L-V
1
II
,\
I
I
I 1
I
�
2
I
F,
3
I�
o
I
i
N
EGRESS WINDOW PER
WINDOW SCHEDULE S
PROVIDES DIRECT
_____ _
y� F
EGRESS TO EBBTIDE
ROAD
I 1
I I
pg
----------------
--
STUDIO
O �- snloio
Baia Hof
a
�1
'
HANG ABOVE ALLOWED
pVER
CWN MDBEL➢
—�g1y
a
xu:euena
IL
�2
/
_ vaae
OFICf
-®
®
bFIC
^a
® li Y -. R F
z �,�
COJ
----
�I
WINDOW PER
_,,--EGRESS
WINDOW SCHEDULE FF
ROVIDES DIRECTEGRESS
a
TO BACK
YARD AND PEBBLE ST.
�,.
OVERHANG
BELOW AND
ABOVE ALLOWED
1/16"=1'-0"
NEW HOME 2ND FLOOR
418
1 HR. RATED ROOF OVERHAN
DETAIL 2
=5'-O"ERHAN=9DMBR
HOA HEIGHT LIMIT 294.00 2'-0" @ EAVES
- - - - -- --
24 FT. HORIZ. HEIGHT LIMIT 293.00
TOP OF PARAPET 292.92 3
�u.
21\1D FLR. + 9'-4" PLATE 6 - - - +_ }
2ND FLR. + 8'-8" HEADER R.O.
30
1 HR. RATED WALL/HEADER
TOP OF GUARDRAIL +42" FROM F.F. DECK
14
23..
2ND FLR.+ 11'-6-3/4" T.S._f+0")
1 ST FLR. + 10' PLATE
1ST FLR. + 9'-6-1/2" SOFFIT
1ST FLR. + 8'-8" HEADER R.O.
6
1 HR. RATED DECK
DETAIL 1
POOL PATIO
RECESS THRESHOLD -
DRAIN TO SLAB
33
F.S. 269.80 +0"
25
24
30A
MBR #1
22'-
1111IIIIIIINIM
25
2
400A
1 HR. RATED LIVING RM.
WALL/HEADER
26
F.F. 269.88
1 /4"=V-0"
SECTION AT MASTER BEDROOM 1
POOL DECK
P.D.T. FLR.
F. F.269.88
_._.,.G. /� 1, 2 P.T. FLR. -_
s,
i 17 8'-8" SOFF. 33 3
14 9'-6" CLG 92
�'•�1 S.D. 91
HR. RATED 91
WALL/HEADER ABOVE
I'
9
34 38
91 1
LIVING RM.
10'-0'' CEILING S
P.T FLR. FLOOR ABC)'
F.F. 269.88
38
a]
91
O
m
1/4"=1'-0"
FIRST LEVEL BELOW MASTER BEDROOM
OVERHANG 1 HR. RATED. —
DETAIL- 1. THE RATING AS
DETAILED SHALL EXTEND TO
NEXT STRUCTURAL JOIST
MEMBER AND WRAP
AROUND IT.
m
z
0
o ,� 1
JV D.S.I.O_
� co
o41. f
DOORS
4u � --
I T-2" CLG. I L� -
63 21
91 I
91 T-2" CLG.
I 92 P.T. FLR.
37
YLA
EGRESS
W ND /// T-T' SO'FF. 58�7 -2" CLG.
�O / /� ,� P.T. FLR.
/RATED7B�OV�E
90 CLG/WAS L/HEADER
0�ERHANG 1 HR. RATED. DETAARMOIRE
IL 2:
/�� J ; fHE RATING AS DETAILED SHALL
O S,p-, EXTEND TO NEXT STRUCTURAL JOIST
1.
FOLD
DOORS
DECK
P.D.T. FLR.
F.T.+S"
_ 117 l / //MEMBER AND WRAP AROUND IT. /
34/ / / MBR 1
9'-6' CLG '
/ HW. FLR.
91
2 i 4
44
/ 9'�O' CLG
41V SITTIN
•//%
,0
37
%i
l� I/%/// • � viii�iriii,
i
LOFT
9'-0" CLG
HW. FLR.
T_6" CL
21
51
HER V
1 FC9 --- 8'-6" CLG
HW. FLR.
91,
1/4"=1'-0"
MASTER BEDROOM AT 2ND LEVEL
C --
co V I FCS p
>C + 5�
�. qG - T'
co
x.
LNG ,� ; •.•� FC9
� p. • •••. 99.5 IZ
OVERHANG 1 HR. RATED. •••w i
LINE OF WALL BELOW - .'\ DETAIL- 2. THE RATING AS �•
DETAILED SHALL EXTEND TO
TYPICAL SOLAR PANEL LOCATION--
— • NEXT STRUCTURAL JOIST i f
SETBACK 24" FROM PERIMETER
S`O • MEMBER AND WRAP AROUND IT. ;• �I
MBR 1
TPs + z9z.9z ; BELOW -
UPPER ROOF • •,....------- -- — — — — —
• •
•
UPPER :
x ;• ROOF
5
.yam <`' C-D
• •. �5
JIAAnICV
b/A9.5
r
+
1
•
•
•
•
UPPEF
r •
h!
ROOF HATCH'
30x42 R.O.
13/A9.5
RIDGE
1/4"=1'-0" F ,
ROOF ABOVE MASTER BEDROOM 1
R.5
26
F.F
8'-2" HDR.
R.O.
STAIRWELL
10'-1-1/4" CLG. PLATE
-_2ND FLR. T
Am
491179IA
+ 8'-2" HDR.
R.O.
20 � 11
7'-0" -
22
28 -24 /
,'DING
2- CAR GARAGE 1 5/8" TYPE X GYP
--------- 8'-1" - 9'-0" CEILING BD. AT GARAGE
--------- 24j
CEILING
------ 12
-------- GARAGE SLAB
F.S. 269.80 +0"---------- SLOPE 3/0 ---
F.S.268.72 ------ - -
1 /4"=V-0"
SECTION AT STUDIO
1 HR. RATED ROOF
(DECK) DETAIL 2
--6�
+5'-8" SOFF. 1 HR. RATED
WALL/HEADER
F.S. 267.80
GARAGE
DRIVE 8% 36 5
WALK
Ln
-46
24"
24"
24"
24"
H
IDIO
FRY
FLR.
2"
P
7
4
r
AC ALCOVE
TOSHIBA'' AC- LOW DECIBLE.
7'-4" CLG
WX
2" y
:LR. F.S.268.72
- N
UP o
OONi� M
NG
LR. �
iF
84
Rm
S.D. 84
DIO
r n
Q
24" 24" 24" 24" 4"
ROOFLINE ABOVE
TREE TRASH BIN PAD
24"
a •
H
-
12
FLOOR ABOVE
-_.■■■■r■••.-■..■aaa-mamma•.-■•-■•a..■.■•..-■■
■
■ ■
' 87 'LL
GARAGE 1 :°
■ 8'-1" - 7-0" CEILING ■Q
CONC. FLR.
■ SLOPE PER CIVIL ■ O
5/8" TYPE X GYP :LL
BD. AT GARAGE
18"HI PLATFORM : WALLS & CEILING
FOR WATER HEATERS :
STUDIO ABOVE
UP
2R.@7.00" ■ ■
1T.@12" ■ •
83A
'IN a . a W, . ■ 2
1 . ■ ., ■ a ...■ .■-ka ■ .a. a .,......
1s �
ni
6'-2" /
�6'-0" CLR. MIN. TO FIN.
REAR SETBACK
u
R
C CV <
J GATE
.- > G
■
■ _ D.S.I.O.
r-
■
1 HR. RATED
WALL/HEADER
ABOVE
F.S. 2Z7.80
14 ■
■
■ F B
:
■
■
■
■
■
■
G
1 ST LEVEL BELOW STUDIO
ROOFLINE BELOW
I I
------------------------------ -------------------------------------
LINE OF WALL BELOW
ROOFLINE ABOVE
11 '-2"
2ND FLR. REAR SETBACK
--------------
—►I 2'-0" fI
�i 70 i
9'-0" CLG 56 -64 _
2 59 50 RMOIRE
73 CABINET
47 59
7-b" CLG. .
21 ` •
DR 7@7.54"
6T.@10" DN 47 BATH 6
LANDING, r' v '43 7R.97.54" O P.T. FLR
DN ° iHW FLR'. S.D STUDIO 88
7R.@7.54" M 5 ..
6T @10" 9'-0" CLG
I
HW. FLR. FC7 47 L�AlT+42" 92 II I
W 36" CLR.
FCb 50 ARMOIRE I
50 88 CABINET
• I
I I
I " I I
DRESSING AREA
9'-0" CLG 8'-6" CLG. HW. FLR
W/DII -
V 50— - — —I 0 F-9 �l� T I
l —
I
-STONEVERER--
I I
L---------------------------------------------------I
ROOFLINE ABOVE
w
Ln
w
ZI
�
O fk�
---- 0
J
I LL
_J C)
Z
N
i
LOW
ROOF
w
z
O
O
H
0
IUm
H
ROOF (FLOOR) AREA 1 HR. RATED.
DETAIL - 2. THE RATING AS
DETAILED SHALL EXTEND TO NEXT
STRUCTURAL JOIST MEMBER AND
WRAP AROUND IT
iffilmiQ1y
STUDIO AT 2ND LEVEL
Y
W
p
0
0
w
W
ml
Q
Z_
N
O
U
Z
F W Q U
ao Wa 0 22
2 W w Q z IX
O w co = p
IL 0O
0 LL > Z O
~ LL i= 3
a�g �¢W
Og
Vag c=-
3WFA
i 2 p F
d.0
*k -0 � d0
Boni �¢ U)
F- d pa
N 6 W 0 00 Z>
K z O LL F W O
Fm J ULU
Pox
Z
z W O D Y W Z Q
w J 0� U> W LL
o� ¢Ir6Q
qLLcQ
LaC
Z.
CO
gc`3ow=z
V
w
OLUWV)F-O
oc)¢QCqacn
QOLLz Jjr
Oo
¢¢ J
a0aZ
w
of=N
p0(AaJ
ww
xX
W
O w
W=Owowm
a.WJWQWW
u¢1¢¢pzQo
JmWWia-
uzQs2mo=Q
N
mUW7QdQyW
U
Y w
U EL
O
WD
rm
�w
a
Lm
Oct
y U
w0
ar
mLU
O w
Q N
Q Lu
aw
J
U CD
x
50�
LLw:�
WO
LUP
zw
DOLL
O Z
U=0
a�
O
U Ei d
=wfw
Z W Q
LLmLL
L9�a
Mma
NV K
� F-
m
x
¢¢
fq Izw
vi¢3
C6
N
0
LL
H
U
D
F
N
Y
U
w
U
w
H
Z_
Q =
M W
2
N N
a
0
a
U
Y
O
Er
ul
z
x
LL
SIL:
LLI
LL
01
N
co
I�
LL
0
z
N
M
Z
w
N
3
z
iv
p
w
m
w
U
0
rm
Q�
NU
Cq
Uy
N
nz
i
O
a
O
co
z
w
U
N
w
w
z
(D EL
FJ w
g 0
wW
ya
(.i N
w p
J
aaLU
O
F-
og
co
a
a
m
w
m
0
0 Cr W
tom
m U
Q
J U uI
w U
Z m W
Q Z N
F- N
w
mZ&
w�Q
I >
m N_ Z
LU
0 W
Q z LU J W
Lu
pmzz
U W w W
zaa¢(/�
¢ F-NQ
O m w
N - Z
�3LLd
WU-
glm
ag
X o=
d LU +.,z
r U-
W o
❑ NILL
U Ur
b
� I
ow
Q F Lo
Y
O UJ m
D0
z J
N w C7
Z
, Lug
Y
a Ov7�
W
USma
I
❑ C9
xUOCD<UJ�
III
LLI
U)
lE¢LL
�.
Q
dacDw
oJoa
III
m
Z W
Q =
Cn
w ca= -g
z
> N
O
?g��
Ocnm
.I III
o
c,
0www?
J
'M
O
0:
d¢a
N
CV
mzxX-m
Qa�
�
N U)
aip�u�
cg0A3:i
z¢
pF x
IL
Orj
w'Jw6
~
Nz
U` o�LL'
�
LLJXPOfL
Wo
d'gZcim
o
"W z
Y
f-w
W w?m
¢
Y
x�
U=
U
(Y.)WL)Lu�w
mog`��
III
0m =
w'
z=
o
�aNOf
auWi�LL
LL
D;
O
�Y
m
x w
Ol
X
W
o-
r
LU
�Z
H0
X�
W co
0o ❑
in o U
W o zb
i m (V
grLU
N C7 Q
it W
0
J m
��LU
a
a0FQ-
Q 8 Z
a0 co O z
Z 7-
0
L)
zmN
of
o=3N
z
a
N ¢ N
aao
aLLI
J
w?a
a s m V W
�0 i La❑w = (� F- W < V
LLO LLO Wm0a Z g 7
0 1Vy Z h 2 W ILL J L
❑o� no M ❑100 Z H � a � U
nZ �Z nm= a a J Q
OW>o 0o Oc-s H W WH U _ V O- p _ �� ��-
Ww as WYW- a 4 .r a �O ~ O r \�
-imMo "JO J�Wa N W III = ��- w� (~!) m N N F' /
�f Mr �w=� MO 3 zr
Ir W M ON , O
=z MCI
W�JQ N LL QN Q'O
r= r JLLF ❑ ZZ OZ¢ f
g g ga o aO HQ
wg wwa = Nx a w�
Z ZLL ZOJ� ' �nr t7❑ O 11 I
ON
LL
I I r
II -
W III
w� II
\ rwii 4 w
5< w w
MW `o III o
C7m it m J
N� I I 1 LU
U
IF
;U �
0 2
i
U
oOf oN 1 0� O I °�° a
G 20 a -Id
m Y O K Oi , ON � I J w V V
UW W m@a II 8m X X
¢mLL� a� W d Ld
a¢
¢O F-
¢ y w r �i RL H as
W p¢ i zm W W wz
�ZIN
a 5�
U C7 + o
C3>� / o w� WI w¢
❑Wa W U'F 0 > H HQ
¢z�W N rn�V w �y X X�� w�
ow �0 d �iW = LL WAN z� o? W WaF- aN Z Q Q f/J 1 F- O' O Z w - - w
w a m / % a U` w? g Q1 3❑ co_awQ VO o z OO-0\001� Z-
W U p / wY KUa K �� Iwo '_'U � � ❑ g0
I a a W X �j Foa Qo o�� Wo w N L)w
H m x /. W z�� a1 z� ww MQ a s W LU � xm
QJ X O o coin i OBI CI �oW uai0 y a Q} zz X o�
W J-- m 'Qa XH R'Q Wi wJ � N li NO
aii Z� mw <�� �� I= N
TABLE 721.1 (3).21-1.1
Base layer s/g"
Type X gypsum
wallboard
1. Wood joists,
applied at right
ood I joists,
angles to joist or
nor trusses and
truss 24" o.c.
with 11/4' Type 5
at or pitched
roof trusses
or Type W
spaced a
drywall screws
maximum 24"
24" o.c. Face
o.c. with Vz'
layer 5/8"Type X
wood structural
gypsum
panels with
wallboard or
xteriorglue
veneer base
applied at right
21 1.1
applied at right
—
—
Varies
—
—
—
i t/4
ogles to top of
angles to joist or
oist or top
truss through
base layer with
chord of trusses
with 8 dnails.
17/8' Type S or
The wood
Type W drywall
structural panel
screws 12" o.c.
thickness shall
atjointsand
be not less than
intermediate
nominal '/Z" nor
joist or truss.
less than
Face layer Type
required by
G drywall screws
Chapter 23.
placed 2" back
on either side of
face layer end
joints, 12" o.c.