HomeMy WebLinkAboutXR2023-1446 - Alternative Material & Methods (2)D�� CITY OF NEWPORT BEACH
0
> It COMMUNITY DEVELOPMENT DEPARTMENT
;vti sE BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 9265&8915
www.newoortbeachca.gov 1 (949) 644-3200
CASENO.:PPft2asE2023^71
�R^ECQUEST 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 $297)
REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION
, (See Reverse for Basis for Approval) (Fee $297)
OL^ I y /I�i
For above requests, complete Sections t, 2 & 3
below by printing In Ink or typing.
Plan Check
Use of Buildinl
Project Status
Venfied by
No. of Items
Fee due
DISTRIBUTION:
❑ Owner
® Petitioner
Fire
STAFF USE ONLY
Units
Plan CheckA2
Inspector
Other
T I JOB ADDRESS: PETITIONER:
SITE ADDRESSr 10 Saint Remy Ct, Newport coast. Petitioner: Manuel Esomo
Owner Yonu Yuan (ve .,W b... h��•^eM«d
Address 10 Saint Remy Ct. Newport coast Address 12109 Woodruff Ave Downey
657 Zip 92Zip 90241
Daytime Phone () Daytime Phone (+1) 562-622-9927
Email: amconstruservices(ftn il.ccm
1 2 1 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. I
rated
Petitioner's
Position CIVIL ENGINEER
CA Professional Lic. # C055526
CRC R 310.1
DEPARTMENT ACTION: in accordancewith: ❑ CBC 104.11/CFC 104.9
(Altemale materials & methods)
7 Concurrencefrom Fire Code Official is required. ❑ Approved ❑ Disapproved
�. By: Da
equest (DOES) BOEa-wu+1 lessen any fire protection requirements.
equest (DOES) (S� lessen the structural integrity
Date. 22/08/2023
') CBC 104.10/CFC 104.8
(CBC Modification)
❑ V*ftten Comments Attached
r rro reuyuersa rs: X1 Granted LJ Dented (See reverse for appeal Information)
❑ Granted(RatHlcadonrequlred)
CHIEF BUILDING OFFICIAL
-� Position Date_ O I� - 7 5
Print Name
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: RCrC-019324-ze2,3 Formakmodif07/08/
B
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SEE SHEET S-1.1 FOG
CONCLUSIONS AND FOR
RECOMMENDATIONS REPORT
ADDITIONAL INFORMATION
ARE
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SUB ®
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GG TO APPLY MINIPANIC EARRIE
OVER ALL BESTING SCAB ON BRAD
USE SIM ME PRODUCT OR SEE ] �
MATERIAL FORM ON SUMP T-1.1
FOR ALTERNATE MATERIAL
CITY OF NEWPORT REACH
CONNIUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION
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FOUNDATION NOTES
1, THE CONTRACTOR SHALL NOTIFY INSPECTOR PRRM TO SLATTING EXCAVATIONS OR
ANY GRADING WORK
2. EMEND All EXGAVATONS FOR FOOTINGS BELOW NATURAL GRADE AS SHOWN ON
STRUCTURAL DMWING
3. ALL ESCAVA110NS FOR TOOMBS MUST BE INSPECTED AND APPROVED BY
INSPECTOR PRIOR TO POURING OF CONCRETE
4. ALL FILL BHALL BE PLACED IN MAXIMUM 2" LAYERS AND COMPACTED TO BOX
DENSITY TO SUPPORT FOOTINGS
DESIGN DATA ® WOOD SHEAR WALL:
A FLOOR ME LOAD = 40 PEE
R. ROOF WE LOAD = 20 PST
C. WIND DESIGN DATA;
G) BASIC WIND SPEED = 110 MPH
E) WIND IMPORTANCE FACTOR = 1.0 : RISK CATEGORY = II
c) WIND EXPOSURE = C
d) IWERNAL PR65URE COEFFICIENT = 0.55
D. EA i1H0VAKE DESIGN GAIN
SEISMIC IMPORTANCE FACTOR = 1.0 : RISK CATEGORY = II
b) MAPPED SPECTRAL RESPONSE ACCELERATKIN, S. = 1.339 : S1 - 0.4]]
_) SGE CUSS - D
d) SPECTRAL RESPONSE COMCIEM, SDs - 1.071 SDI = 0.4A
I) =SLOW DESIGN CATEGORY = D
C USFRS" = UGW-FRAMED WALLS SHEAMED MR MOD SIRUCIUWLL
PANELS RATED FOR SHEAR RESISTANCE OR MEL SHEETS
g) DESIGN BASE SHEAR = 0.165Wd
h) SEISMIC RESPONSE COMMOEW. CS = 0.155
i) REWONSE RADIRCARON FAWOR - Os
ANALYSIS
PR RECTOR USED = Ep IVALENT IATCIUL FORCE PROCEDURE
E. SPECIAL LOADS - N/A
F. SYSTEMS OR COMPONENTS MURING SPECIAL INSPECTIONS FOR SEISMIC
RESISTANCE - WOW SHUA WALLS M-1 4" OR LESS MAIL SPACING
COMPRESSIVE STRENGIH = 3.GDO pi 0 2B DAYS
WATER -CEMENT RABO - 0.4.5
CEMENT TYPE - 'TYPE V'
- THIS NOTE TAKES PRECEDENT OVER ALL OMER
CONCRETE SPECIFICATIONS ON PLANS
• CONCRETE COMPRESSIVE MERCER IS BASED ON
SULFATE CONTENT AND NOT STRENGTH REOUIREMENLS.
THEREFORE SPECIAL INSPECTION TS NOT REQUIRED.
STATEMENT OF SPECIAL INSPECTIONS
SPECIAL INSPECTIONS SHAUL BE REWIRED MR THE FOLLOWING
CONDITIONS AS PER 2019 CRC, 1704. THE OWNER SRALL
EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM ME
INSPECTIONS DURING CONSTRUCUON:
EPDXY DOWELS INTO FUMED CONCRETE
L ECEND
NEW NUNDATON
EXIST. MUNDATON
7
K,VAIM
FOUNDATION
PLAN
S2
Plm Check M 1264-2022
»�r
lourtyard,
_
;OPEN FROM
I(E)Courtyard I THE GROUND
- -1 j
/ OPEN FROM
JOTHE SKY
/
-�
-, THEGROUNO
II
,TO THESKY
- Guard rail
sit•
%'421"min
(E)Master Down
-+ — - ---------'S
II(N)Enclose
1 1
f0er
y 9:,,••
hallway
4•d^ 1�1 !
J_'I- T—
I PS• D
6
D
i
�1
X
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—Y
a
�fra
i c 1 1 I
6 1 (N)bedroom Ps
�t I
D 1.y. D8 _.
3
Laundry D �(N)i athroo
Entryi ®11 i
o �— o
J
VVJ
4}
OPEN FROM.. 4'
THE GROUNDI GARAGE
TO THE SK
AREA
II
Y lzZ Y-tv'— i 5-11"___. .4y —+r-3'-10' I — — —P-D• ;
AMc (N) EE&RO PLAN list FLOOR
SCALE 114'- V-17
44
u In o.c
I V7
9'-ttl'
j (N)
`1 2nd floor
bathroom.
Ps I 6
I
(N) Enclosed
1, hallway.
4E--'2-Afh,'24
Down
14L —
— L
11 I
o (N) bedroom 1 1,T
j
. "Bedroom which the � r-r•
11 ath of e ress travel RAMMC Is being , l
n th-1 ' provided for ,
Ll
z,,, _ a .. 6 �7
(N)bathrdom I e'
E
— N) 1-hr fire rated floor! f
-
( )Studio ( /OPEN FROM \\ See detail 4, plan 006.3
THE GROUNN "L-(E) Guards HAS"
TOTHESKY
AREA
- I2s
AMc (N) EE&RO PLAN 2nd FLOOR
SCALE 114" = V-V
WALL LEGEND
I
(N)1 hr Mewall rated/ D6 - Pan DOE
GA ALE NGFC M2 - GENERIC
Fire Design (1hour):
One layer 12" type X gypsum wallboard or gypsum veneer
base applied at right angles to resilient channels 24" D.C.
with 1" Type S screws 12" o.c. Gypsum board end joints
located midway between continuous channels and
attached to additional pieces of channel 60" long with
screws 12" D.C. Resilient channels applied at right angles
to 2" x 10" wood joists 16" D.C. with 6d coated nails, 2"
long, 0.113" shank, 17/64" heads Wood joists supporting
1" wood subfloor and 1" wood finish floor, or 1832" plywood
finished floor with long edges T&G and 1532" interior
plywood with exterior glue subloor perpendicular to joists
with joints staggered.
2Ps'
FIRE PROOF PENETRATIONS SHALL COMPLY
�i IN THIS WALL PER GET (HF-1)
19•L"
1-Hr Fire Wall & Eave
I i
Flom dad, aedmom
At4c SECTION A -A
SCALE I/4"=1'0" Ili 1 HR FIRE WALL AND EAVE 6
5•.T t
I HOUR ARE
STANDARD FIRE RATED FLOOR-CFJUNO ASSEMSUM
f
�.aaNw�m+�l
Y Cp6�gn 1�
1HRRATEDFLOOR 4
wrroawa
HR FIRE WALL n6
DESIGNER AMOS.
AMCONSTRUSERVICES
Designer: Angel Mmarlegos
Add :21151 s Western Ave Suite 1D4
Torrence CA 90501
(310) 6950124
EMAIL ADDRESS:
amconstruservices@gmall.com
CONSULTANTS:
CM W4O STRUCTURE ENGINEERING
RE M..I Ecplro/ U.nu No CacRGs
Add, 121%ftWd ff Aro Dwmry CA WI
563$11A927
ATTN. lgwdn Hu
861-31744W
tile'
CONSULTANTS:
OWNER:
Yong Yuan
MAIL ADDRESS:
10 Saint Remy Dx Newport
coast, CA 92657
PROJECT:
Enclosed areas described above
(667st) +conversion of the 1st
floor library and laundry to
bedroom and bathroom,
conversion of the 2nd floor
bathroom to bedroom with
bathroom, conversion of 2nd
floor alcove to bathroom
(5215t).
PROJECT ADDRESS:
10 Saint Remy Ct, Newport
coast, CA 92657
DATE: AUGUST2023
Proposal request for
material or method of
Construction
PLAN CHECK NUMBER:
PC2023-1305
GXJ 6TAMP APPROVAL
INDICATED
)06.3