HomeMy WebLinkAboutX2017-1406 - Permitsr
i
ski
Q
O
w
IL
ILQ
0
z
Z
qa n=
I•".ucy ''km"
�� � e�`H• ••
= o e
ne • • eee •e
n o m o e h
CD
1. A �
oee •
e n oco
+e•
T
�t
�o '=
y= a
•eo
• m
m •mm
T
i ,}��>"��
e
o•
• o •�
e e•
e e
m o e
om o
• »
00 0000 00
00 0000 00
0
N
Q C r;af.'
t •
n
o e
o•
• • o
• e'
mo
e+ a
n e
o 0 0000 G O
MIA M fA fA M W 1A
O
p
X
r,
r
�
•
• •To
BU• e
n
N
a
L
Q
Ci
U
Q p�
Z
m o
m
.Jv..
v
Oa
do yn2 ov
..
'c
n NS?
$
wo
E�a>>LLoin °n'o
m
0
N
0
m
y
Uy
in
U) m CO
��q
Q�
L'_ Z
o U_
Y m e ❑
ywc0mq�m
C
N
tk m
Z¢>>..
dM m �mO' 0.'
W
Y
p
W UU
W Z�
z UI F- �
AFF-
7 O
y W ❑ U
�ga
_
r'nZU
QQ¢
2
0UQ
OQJm
m
a0U z
d
z
W O W
Q M m 1iii
> W N
m
t` C
arm
w
x.ff e
O c
o
O O O O
n000
d
U
ix (Z
x E
w�o»�
O
o
c N o
rn o
@ 2
a o o O
LL
o
'm U o
d
'vr
N
�m
W
V 'O
a o
G
�v
q, O
ro qQ
a r
¢¢ a
ca z
w¢ a
d a r
❑¢ a
n li
Zvi ui meq
m w
ti oE
r
W
NIL❑,YO_L
m
LU
R
O r2 0 m m
�`
�N
Z
m
C VN =3❑a
� N❑
N
x
a
jj
Oy
'Co M2�u Ma.CO
N
IL a N Z
Ul r
ma
LL"
ma
w
•
o
LL
A iy OW
U
Z
C
E2W
O N M M
O
d
❑
O M z
Z
3 2
m
=
m e �.c c
o 0 o m o o rn v
U
C
O
w�
U U
O 2J mY
Ku. K�
G O0-1. 000 6 W
wwus mea Nous m���
N
w C
o
-
a
w
m
W
U
N
a
'
CX
Q
J
N
W4 O
"rn
`0a=n
E..Z
y
C
O ❑
^ —
N C
C 9 O
f0 X J X
c W W
ON—
mLLI
O a t
U Q d
N
O U p U
U J m J
m N o
U d W
m a
¢
O:
Y
vo N
N a U ELL
M'i
Q
O
N
�- OU mUw o tOm
= M.
W
rL
F c m m m m N O C C
1
o w
O M.
��
W O
�m�y
LLI�
a
x�°a ��E
\
Cc
rv�
c WOw¢C'1(7C7c7�
w�a
d)
poem
w
mW
y.+
z m o
LL
=ZQJ
h
Q
> c n
co
O❑� m
z
J
-
o
Cd
0
N
❑jL
d
T
GmJW
m'-
--
n
W n
Z
N c O
K
O
UOlix
Q
U
��
¢
OO
r
M
o 000�o0 00
o 000waaaw
w
Uoe
mmaU
>Z¢
❑Q
m >
mm
vi GGGecGG GG
W fF by M N t9 f9 M f9
W
W
O
j U U
D
s m n m
f Y i
J Q F- W
N> m
O
N N I A W
j
Z-
U .C—C d
O m H
R.
a J z M
> Z r
N
N N m
N
W
(i
o y m
O
U
W R'
ma
Xw0�
R�
MLLW
NWWs
O�wA
j
Z
.LL..UNNm�N lL
�
Niz
3 Uic
U Um
yUE'
m�aomo
=
�o
�C
cocci
..o>,33
U C Z Z.2
mYssu�
O� ` G
v
J
ammm�U Ea 00
m C E.0-2 T N O O m
c
`'
G;
v .a ❑
ui
u d N
w o ¢ a a
m 2 2 N N
c Nj O m v
"iSYa
¢nmp
ca o
oa o
a¢uvo0aommo
0
0 ^>_a0c¢g m5
o v m
3a m
na
o >,uaa
o 0'x'3 a
U
ma0 K W UD Sm
-
❑J
O¢ a
¢¢ m
UFO¢¢zzmmw
r
i
ski
Q
O
w
IL
ILQ
0
z
Z
W
mAy2a^
mAT�mpm
pn�CmnCmo
mAymTma
mA3yn^
mA3YAp
n_Oi
VJ W r- am
pm+. 5Nc�.,.
qwrniJ
•
•r@d' oN0
Jm0d
N�cMA,
'O�9
JOO m
smmfO:
. aG@y''
WmmN�p
om�p
G
Jm
N Ord
y-ZdD
J
w@
m �d
.
-d
.w42
Fay O
9..mm
(`�
'"
dJ.n..
�Nom_
-
d
dNo❑
_y0W�
' O
Acd
Z
C
O Q.
P
ryNN 3
Er w
@
@m (5Z
oc5
m.
�WmG
5
ZW
,
pm0
o
O
C
3 ma N
'^ZD
>N r�CO
waj
i
a
zum•C
0 G•go
my
ry d
0 cn
a
-
:mym
c:a
o.Zo
0omadW3
0
M
oFbmi
0.
�3
0as
�
o
v p
v3
-•
°y
z d
O
oJa�
J�'nm
O
J Z
0n00@JO
a-
NmA
^yS -�OI
pZ
n
M
0
"
m
n
R
x 0
'�i
- cy
moD09d0
onm3
-U.Z
o
m0
00
0
0
@m
EN
om;
03",i-
s@ °o
a S m
J. Z
, N
NZ0
di- a
DmO
S3
=Ai_
m^.s._Oyd
od
V '0Z
_.N
E2. a 0c
cW
0
O
.
_
d
am0
00
00n
'm
m�Jm
n
SaN�m
mc
.dm
NSS
a o
N c
o
m
N0m
0 3
aa0
N D
00 .�
O
m
�Jcd'03nACrd=mmN+
Dog
y
o
om'
omz
D.0o
O
3
m03Z00
0 0
n
¢
-„
o.m
d
Z
2'1
m 0 1
j_v
y
m
N
O mp
C 0N
J
dz
o
<'0
N
3
S JJ
mo
R
Z
m
J
O Z
mJ
0
h
co
0 S,M
m
z
,
o.�°
o
m m'
aw
0
n
m
wDM
Do r0
6O
H
A
1
N
om
'n m
O
c
0
n O
OJ
-O
020
N
`
D Z<
2
M
Z
y
d M
y.
O
m
0U
<
NJ N
O:
an d m
Z
O
9O
in
J
a
J
Z
nyO
O
a
0
`'
O a
0S
3 J
n
O0
N p^O
M
O66fn
Ao
o
n
Ony
Cdy0��JSmawm_3
O N°O
in S
m
d
Z
'_
J- O
o;OA
m0O
NJ
i3
m
�oCo0
0 E;�
d
a
slm
m0p
3 d
m
D
mm
03
0
'
m
D 0
0
'Oo
o,
•
°y '
0
m
o
m
S
x0m
?A
-
0
n
0az
m
0
0
3O m
O
3 0
c
O
N0.
O0
mm
o
D@
go.
T
0 n
n
°
p
M
'
y
O
°
0
T
:
Nm
ODa'O
O -
d
0
oo
n 0
Q
M
W
m
0CO
M
0
r
'
0
oN
s
do
doo
o m'0 N
0
J
o
3
m
m>
0
n5<
O
T
S
O
m
O
0�n
n a -
W
F,
'
�_o?
�a
mN m
6ci
e
^
N
m
o
^ti
r
o
O
m S
^y 3
O d
CS
O
n
oN
_m
ma.03
^
!N 0
M
N
D
O
RLa
NO
Z
G
0'
0
O
J
0
m
mN0
d
-0
O�
n
3
y-B
m0
n
�y=o
�
m 0
z
�
m.
oyov
o
S0m
D
O
0 0
N
O O m
3
n
vv
a*o' 0
0
v
@a
3�m-o^.
0_N
�ocr 2
vm
O
-O
'�
O
0
O.iC
n
5 O
1p O
z
S
CO N
d
m
S
d
N
N O
� 00
= .Z N
w �
10 F
S
N m
?
<
a
c
10
d o
m
'O
- a
d Q 0
v
o
i
o,
o
io-
W
O
m
r
S N m
m CO p<
N
N
0
N
m m
m
m
3
Nm
n
W
N
o
a
a
a
n
O 0
d 0
< 0
N
O
O
m
S0-
d
C
O m n
m O d
O O
z
o
w
A�
o T
m
V
$N
.T
r
mNryd
n O
m
O
z
3
<
SW dON '
O
O
D
O
,_
m
O m
=0
0
0
_j
N N
0
C
d
N
a
J
O
O
O
M
m
y
a
r
�
0
o
s
m
=
X2017— I1-406
u
17
#� r CA �
-74, f I's �7 cr-G k J a�a ph -id r? c,U,(,I
6 e_ 7 a OA -j- At-e� o f -�luz
oo�m
�mao
o �m
e mm
a
�mmo�o
e
�000gm
m c
e
�omco�
m
eeccc
0
�o No�
oo
o�
e
o
oe o�
e
0
0
)�/, `L017 - I H0
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newportbeachea.gov 1 (949) 644-3200
OWNER -BUILDER ACKNOWLEDGEMENT AND INFORMATION VERIFICATION
(HSC 19825)
NOTICE TO PROPERTY OWNER
Dear Property Owner: 161;
An application for a building permit has b an subV)tted in your name listingyyrs,eeIf as the builder o
the property improvements specified at l �3 'i _ Ui✓w r3c L�otc isYvtl., Aivae' oil
cel
We are providing you with an Owner -Builder Acknowledgment and Information Verific tion Form to lIZZI
make you aware of your responsibilities and possible risk you may incur by having this permit issued in
your name as the Owner -Builder.
We will not issue a building permit until you have read, initialed your understanding of each
provision, signed, and returned this form to us at our official address indicated. An agent of the
owner cannot execute this notice unless you, the property owner, obtain the prior approval of the
permitting authority.
OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION
DIRECTIONS: Read and initial each statement below to signify you understand or verify this information.
-Z -VVI. I understand a frequent practice of unlicensed persons is to have the property owner obtain an
"Owner -Builder" building permit that erroneously implies that the property owner is providing his or her
own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious
financial risk for any injuries sustained by an unlicensed person and his or her employees while working
on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully
acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers
on my property.
'ZA�. I understand building permits are not required to be signed by property owners unless they are
responsible for the construction and are not hiring a licensed Contractor to assume this responsibility.
'Z -1+V3. I understand as an "Owner -Builder" I am the responsible party of record on the permit.
understand that I may protect myself from potential financial risk by hiring a licensed Contractor and
having the permit filed in his or her name instead of my own.
:7�4. 1 understand Contractors are required by law to be licensed and bonded in California and to list
their license numbers on permits and contracts.
_Zy�5. 1 understand if I employ or otherwise engage any persons, other than California licensed
Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor
and materials, I may be considered an "employer' under state and federal law.
-Zvyl6. 1 understand if I am considered an "employer' under state and federal law, I must register with the
state and federal government, withhold payroll taxes, provide workers' compensation disability insurance,
and contribute to unemployment compensation for each "employee." I also understand my failure to abide
b�y•tAAhese laws may subject me to serious financial risk.
ZVv 7. 1 understand under California Contractors' State License Law, an Owner -Builder who builds
single-family residential structures cannot legally build them with the intent to offer them for sale, unless
all work is performed by licensed subcontractors and the number of structures does not exceed four
within any calendar year, or all of the work is performed under contract with a licensed general building
Contractor.
2 8. 1 understand as an Owner -Builder if I sell the property for which this permit is issued, I may be
held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any
latent construction defects in the workmanship or materials.
Forms\owner builder vedfdoc 08/12/16 1 oft
•79. 1 understand I may obtain more information regarding my obligations as an "employer" from the
Internal Revenue Service, the United States Small Business Administration, the California Department of
Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the
California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.csib.ca.gov for
more information about licensed contractors.
;zivV 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and
understand that I am the party legally and financially responsible for proposed construction activity at the
following address:
-;ZW 11. 1 agree that, as the party legally and financially responsible for this proposed construction
activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as
employers.
y�li( 12. 1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to
any of the information I have provided on this form.
Licensed contractors are regulated by laws designed to protect the public. If you contract with someone
who does not have a license, the Contractors' State License Board may be unable to assist you with any
financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed
Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor
or employee of that individual or firm is injured while working on your property, you may be held liable for
damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible
for verifying whether or not those Contractors are properly licensed and the status of their workers'
compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property
owner and returned to the City of Newport Beach, Building Division, for issuing the permit.
Note: A copy of the property owner's driver's license or form notarization is required to be
presented when the permit is issued to verify the property owner's signature.
Print name of property owner: ZHZXlA ia/AlJ [[ _
Property Owner's Signature /// Date:.
Note: The following Authorization Form is required to be completed by the property owner only
when designating an agent of the property owner to apply for a construction permit for the
Owner -Builder.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Notice to Property Owner, the execution of which 1 understand is my personal
responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file
the documents necessary to obtain an Owner -Builder Permit for my project.
Scope of Construction Project (or Description of Work):
Project Location or Address: 1613 I 2 6t/
CA Ni3
Name of Authorized Agent: h 1 lir C/ f/i Tel No d 31q- Li d;
Address of Authorized Agent: 4io N, 4 -WA -rd / ` 6tLs C�l't flue (}� / 7 /
I declare under penalty of perjury that I am the property owner for the address listed above and I
personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's
license, form notarization, or other verification acceptable to the agency is required to be presented when
the permit is issued to verify the proaq#y owner's signature. 2
Property Owner's Signature: Date
Note: A copy of the owner's driver's Iicens 66 form notarization is required to be presented when the
permit is issued to verify the property owner s signature.
Forms\owner builder verifdoc 08/12/16 2 oft
_ L.. (� COMMUNIT�i r
J 104 JUL!l / Gi-if-e,L� [717 Xy'04ro .°r DEVELOPMENT. _..
JAN 0 3 2019
CITY of
'KoR"r aePo
Q, �-0��GW-(o a� rril( �vaE4 5�� ouf
vr? i 2-cq 0- 'S`- �"b r v,�.Uc
/hcr� tG C�( DESS c(cor G,
GSi� Ccd-
u7 2 C7 t 1l2 P e,�r�c ems- v %-<Krnk1 iscCvy
�n� " , f
".V •Q_ �� r:. C'D��..-..G¢-E(.. a"7PC� Gc�v�%{. ✓�Ju V.. S'. -f ��y- f._... I,
�^� �,: Cq,�e2/ �P' ivv� r�.e �Lc ✓i,-il f4 -e G v� .{�_ oG—�z(" �.� � 1�'' i� � _ i
I 1 (J "
e 05''S
REMOVAL OF ENGINEER OF RECORD FROM PROJECT
RECEIVED BY
COMMUNITY
DATE: SEPTEMBER 13TH, 2017 DEVELOPMENT
PROJECT: FULLER RESIDENCE SEP 14 2017
ADDRESS: 1613 W BALBOA BLVD. NEWPORT BEACH, CA 92663 CITYOF
DESIGNER: FRANCO STRUCTURAL DESIGN +%pORT gEPo
ENGINEEROFRECORD: JOSE DE JESUS PRIETO
LICENSEM, C76526 EXP. 12/31/2018
ATTENTION: CITY OF NEWPORT BEACH BUILDING AND SAFETY
Per conversation between design Engineer Ronny Dorantes with Franco Structural Design and city
inspector Richard Labare today September 13, 2017. Mr. Labare raised concerns regarding the
construction methods employed by Mr. Phillip Chang in the construction of the structural upgrade of the
garage of unit two of the project on the above mentioned address. Mr. Chang has been notified by city
inspector that engineering of record's advice and supervision is required when digging and set up
temporary shoring and support. This letter is to notify you that as of today, September 13, 2017 no
request have been made verbal or in writing to Mr. Ronny Dorantes or myself for inspections or
structural review of design modification. This letter serves as a notice that I and Mr. Ronny Dorantes
have decided to detach ourselves from any liabilities involved with any decisions, practices and
modifications taken and performed by the owner, Contractor or Mr. Phillip Chang himself on this project
as of August 25, 2017. We are not and have not been part, nor agreed on any decisions taken from that
date and on.
4;5�
Jo a De JIrSus Prieto
C.eII �*-0--z0is
R6NN,f �:)6V-0i
* xp.14&& 74t
t
�\ Exp. !
WE
2613'/% W. BALBOA BLVD.
NEWPORT BEACH; CA 92663
1613. W BALBOA RESIDENCE
3/29/2018
HEADER BEAM CALCULATION TO SHOW THAT 46 HEADER BEAM TO BE USED IN OPENING BETWEEN
KITCHEN AND LIVING ROOM WILL WORK OUT,
THE 4x6'DOUGLAS FIR HEADER BEAM HAS BEEN SET UP AND THIS CALCULATION HAS BEEN ADDED. AS
PER REQUEST OF PLAN.. CHECKER TO CERTIFIY THAT THIS OPENING OF 8 ft WILL HAVE ENOUGH
A
l
#eA er
(-or OJ )Oevl i vil
i v1 o14 2.
J
>ea � 1_ 0 0.d S
compvsi4e SIhE�G-s
IZOO �" 7 iQ WI•�•JlJ
Mi sc.
6.0 es;
1.5 ps�
1.Y ps-�
re4 cl Q- 12O0� i v� r"Aa r -J
2-� psT rr
-ev osf
/1Y �s
lti:P��'YI rvtibvv
/ A' � ��✓�"1q
r) ` 1Zn�^ra'1
a„ 6„
19,50 (i•V
u V% � j i ✓ IWj Y* 4019yn
�.k� 240 ps-�--
1_0Aa 'ng 0n geotdCY &1%,
TOW . Protecti Job Rer,
rasa:. 1613 W Balboa Blvd.-HDR•Bearn Calculation N/A
Franco Structural Design
'Section Sheet no.lrev,
HDR'1 1
Eelc. byI Data i Chkd by Date i App'd by Data
RD 3129/2018 I RD G2 9120 1 8 ,
STRUCTURAL WOOD BEAM ANALYSIS & DESIGN {NOS}
In accordance with tho ANSIIAF&PA NDS -2012 using the ASD inethod
TEDDS calculation version 1-7.03
L.Od EO VOI.pa- Can, bi=i.. T
0.191
ao
k'ip a
Banding. Moment epvalnpo
00
~��"'-"-._.�__—•-----
1.525
-
."�^.'
t5
rpt
a
'
kip=
0-4
5haar Force envNepe
a Act
Do
o res
.oe
e
n
t.
Applied loading
Beam loads:
Dead self weight of beam x 1
D.L
Dead full UDL 76 Wit
L.L
Live full UDL 110 Iblft
Load.combinations
Load combination 1.
Support A
Dead x 1.00
Live x 1.00
Span 1
Dead x 1.00
Live x 1.00
Support B
Dead x 1.00
Live'x 1.00
Analysfs results
Maximum moment
M.ia = 7525 lb—ft
Mmr = D Ib it
A.FTek6 Project .lob Ref.
Tedds 1613 W Balboa Blvd. HDR Beam Calculation N/A
Franco Structural Design
Section Sheet noJrev.
HDR1 2
Calc. by Date Chk'd by Dale App'd by Date
RD 3/29/2018 RD 3/29/2018
Design moment
Maximum shear
Design shear
Total load on member
Reaction at support A
Unfactored dead load reaction at support A
Unfactored live load reaction at support A
Reaction at support B
Unfactored dead load reaction at support B
Unfactored live load reaction at support B
M = max(abs(Mmax),abs(Mmin)) =1525 Ib ft
Finax = 763 Ib Fmlo = -763 Ib
F = max(abs(Finax),abs(Fmm)) = 763 Ib
Wtat = 1525 ib
RA -max = 763 Ib RA In = 763 Ib
RA_oead = 323 Ib
RA_uve = 440 lb
Re mex = 763 Ib Re_mlb = 763 Ib
Ra Dead = 323 Ib
Re uve = 440 Ib
Sawn lumber section details
Nominal breadth of sections
boom = 4 in
Dressed breadth of sections
b =3.5 in
Nominal depth of sections
doom = 6 in
Dressed depth of sections
d = 5.5 in
Numher of sactinnc in memher
N = 1
Overall breadth of member
Species, grade and size classification
Bending parallel to grain
Tension parallel to grain
Compression parallel to grain
Compression perpendicular to grain
Shear parallel to grain
Modulus of elasticity
Modulus of elasticity, stability calculations
Mean shear modulus
Member details
Service condition
Length of span
Length of bearing
Load duration
Section properties
Cross sectional area of member
Section modulus
USE 4x6
bb= Nxb=3,5in
Douglas Fir -Larch, Select Structural grade, 2" & wider
Fb = 1500 Ib/int
Ft = 1000 Ib4n2
F. = 1700 lb/in'
Fcyetp = 625 Ib/int
Fv = 180 Win'
E=1900000lb/in2
Emin = 690000 Ib/int
Gdol = E 116 =118750 lb/in'
Dry
Lei = 8 It
Lb =4 in
Ten years
A= N x bx d = 19.25 inz
Sx=Nx bx dz/6=17.65 in3
Sv=dx(Nxby/6=11.23in3
Second moment of area 6 = N x b x d3 / 12 = 48.53 in
Ir=dx (Nx b)3/12=19.65 in'
iJab Ref.
4 TEMA i'Project
Vedas 1613 W Balboa Blvd, HDR Beam Calculation NIA
FrancoStructural Design
Seglon Shoat.aoJrev.
HDR 1 3
Calc. by Date Chk'd by Date App'd bIr I Data
j RD 3129/2018 I RD i 3/29/2018 l I!
Adjustment factors,
CIE = 1.00
Load duration factor - Table .2:3,2
CD 1.00
Temperature factor- Table 2.3.3
ci _ 1.00
Size factor for bending - Table 4A
CFn= 1.30
Size factor for tension - Table 4A
CFt= 1.30
.Sizefactor' for compression - Table 4A
0F,, 1.10
Flat .use factor - Table 4A
Cm = 1.05'
Incising factor modulus of elasticity -- Table 4,3;8
Bearing perpendicular to grain-cl.3.10.2
Design compression perpendicular to grain- F,, -Perp' = Ftperp x Cry' Ci x Cb = 625 Iblinz
Applied compression stress perpendicular to grain- fd-Pem = RB --max / (N x.b -x Lb)=-541bliaz
fa_P.ry / F W- = 0.087
PA SS - Design compressive stress -exceeds applied compressive stress at bearing
Strength in bending -c1.3,3.1
Design bonding'. stress
Actual bending. stress
Strength. in shear parallel to grain - cl.3.4.1.
Design' shear stress
Actual shear stress - eq,3.4-2
Deflection - el.3.5:1
Modulus of elasticity for deflection
Design deflection
Total deflection
Fb' = Fbx CD x Ct x'Ct x CFs x C! x C, =1950 Iblinz
fb = M 1 S, = 1031 Iblin2
fa b Ft,' =0.532
PASS Design Lending stress exceeds actual bending stress
F,,'= F, x Cc.x' Ct x Ci =1 BO Iblin2
f, = 3 x F 1(2'x A)= 59 fblin2
f / F =0:339
PASS - Design shear stress exceeds actual shear stress
E' ='E x' Cue: x CI x CSE = 1900000' Iblin2
Sed. = min(OA in, 0.003x. Lm) = 0:288 in
Sh sr= 0.191 in
Sh srl bad. =0.662'
PASS . Total deflection is less than design. deflection
CIE = 1.00
Incising factor for bending, shear, tension& compression -Table 4:3.8
Ci = 1.00
Incising factor for perpendicular compression - Table 4.3.8
C+a:aara - 1.0.0
Repetitive member factor- cl.4.3,9
Cr = 1.00
Bearing area -factor - DO. 10.4
1.00
Depth -to -breadth ratio-
dab. i (N x.bPPm) = 1.50
- Beam is fully restrained
Beam stability factor- cl.3.3.3
Q
Bearing perpendicular to grain-cl.3.10.2
Design compression perpendicular to grain- F,, -Perp' = Ftperp x Cry' Ci x Cb = 625 Iblinz
Applied compression stress perpendicular to grain- fd-Pem = RB --max / (N x.b -x Lb)=-541bliaz
fa_P.ry / F W- = 0.087
PA SS - Design compressive stress -exceeds applied compressive stress at bearing
Strength in bending -c1.3,3.1
Design bonding'. stress
Actual bending. stress
Strength. in shear parallel to grain - cl.3.4.1.
Design' shear stress
Actual shear stress - eq,3.4-2
Deflection - el.3.5:1
Modulus of elasticity for deflection
Design deflection
Total deflection
Fb' = Fbx CD x Ct x'Ct x CFs x C! x C, =1950 Iblinz
fb = M 1 S, = 1031 Iblin2
fa b Ft,' =0.532
PASS Design Lending stress exceeds actual bending stress
F,,'= F, x Cc.x' Ct x Ci =1 BO Iblin2
f, = 3 x F 1(2'x A)= 59 fblin2
f / F =0:339
PASS - Design shear stress exceeds actual shear stress
E' ='E x' Cue: x CI x CSE = 1900000' Iblin2
Sed. = min(OA in, 0.003x. Lm) = 0:288 in
Sh sr= 0.191 in
Sh srl bad. =0.662'
PASS . Total deflection is less than design. deflection
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newportbeachca.gov 1 (949) 644-3200
Structural Observation Report
Project Address:
Report Date:
CNB Inspector Name:
CNB Permit #:
1(,13`,1z ' . fJ
. • 4 C&A C
3 241 I 13
DATE
OBSERVED
❑
Building Owner Name:
Owner's Mailing Address (if different from site);
Owner's Telephone #:
CNB Plan Check. #:
11�13U tV. l ,)biq blvd N
1W14
WI -PI -S I
❑ Masonry
t. tc,n
Full Name 8f Structural Obs rver (SO): _
SO E-mail Address:
SO Telephone #:
y,74-296
SO License / Reg. #:
C11 5 6/
Jia �} . ®
Caissons, Piles,
Grade Beams
14
❑ Masonry
wr= n1ml V TI io AI cr cnAGkIT¢ Akin Cnknd Fr.TIn K1.9 nRSFRVED Ic heck aDDllcable boxes)
I declare that the following statements are true ;to'the best of my knowledge:
ppESS1
1. I am the licensed design professional retained by the owner to be in responsible QQ` �ESU,9
charge of the structural observation;O�ii
2. I, or another licensed design professional whom I have designated above and is under
my responsible charge, have performed the required site visits at each significant ti vU�, 02 -_
construction stage to verify that the structure is in general conformance with the Ly
approved construction documents; W (jp. C 78528
3. 1 understand that all deficiencies which I have documented must be corrected, prior toCG EXP., ZIP �d �
final acceptance of the structural systems by the City of Newport Beach, Building *
\STCIV- QP
Division. �
312"1 STAMP OF STRUCTURAL OBSERVER
c1.1 I17I IDA] nRCFRVFR r)F RFCr1Rn DATE
OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH.
Forms\SvuaurnlObzerex�innRepunR I nswaions
FOUNDATIONS
SHEAR WALLS
FRAMES
DIAPHRAGMS
(Floor/Roof)
INDICATE LOCATION(S)
OBSERVED
DATE
OBSERVED
❑
Conventional
Footings & Slab
❑ Concrete
❑ Steel
❑ Concrete
❑ Mat Foundation,
Prestressed Concrete
❑ Masonry
❑ Concrete
❑ Steel Deck
❑
Caissons, Piles,
Grade Beams
Wood or Manuf.
Shear Panels
❑ Masonry
❑ Wood
❑
Other:
[X Other:
❑ Other:
❑ Other:
ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES.
--
❑
OBSERVED DEFICIENCIES
AND COMMENTS: _ CoMI111C.rt,{j
f
•Cvnv'1
L 'L
ce
—
M --S vink
-ow4owk, ioerA
❑ REPORT CONTINUED ON ATTACHED PAGES.
FINAL STRUCTURAL OBSERVATIONREPORT: -
The structure generally complies with the approved construction documents, and all observed deficiencies were corrected.
I declare that the following statements are true ;to'the best of my knowledge:
ppESS1
1. I am the licensed design professional retained by the owner to be in responsible QQ` �ESU,9
charge of the structural observation;O�ii
2. I, or another licensed design professional whom I have designated above and is under
my responsible charge, have performed the required site visits at each significant ti vU�, 02 -_
construction stage to verify that the structure is in general conformance with the Ly
approved construction documents; W (jp. C 78528
3. 1 understand that all deficiencies which I have documented must be corrected, prior toCG EXP., ZIP �d �
final acceptance of the structural systems by the City of Newport Beach, Building *
\STCIV- QP
Division. �
312"1 STAMP OF STRUCTURAL OBSERVER
c1.1 I17I IDA] nRCFRVFR r)F RFCr1Rn DATE
OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH.
Forms\SvuaurnlObzerex�innRepunR I nswaions
INSPECTOR'S DAILY REPORT OF C(OMPACTED';4fILL
Jo lylame
! 'a
Job LocationJo
-'a f
C�,JI
No
�
Page of
16p-G-
GeneralColtractor
Grading Contractor
DateDay,
I1`I�
of Week
W
Grading Shift Mrs. -
Contractor's Supt f Foreman & Signature
�
Field T
Mrs on Site /,} 11
From Z1COAo
Source and Descriptions of Fill aterlals
\`—VY
C/
Approximate Fill Yardage
Total Req'd
Placed this shift Total to dale
`� l
rWeather
Report Sequence No.
Test
No.
Test
- Location
Elevation
or
Depth
Soil
Type
Fill
Moisture
o
Test Dry
Density
IDsicu.It
%of Max
Dry
Density
Remark
C� (-Q�
112.Q
`Zo.
i(
I l
111-2-
SO •p
t
L J
- \f
tam
-' ��C�iryI
;
`�_
1
L
Remarks scribe equipment used hauling, spreading, watering, condition and acting; also report
thickness if lifts, removal of poor soil insufficiently compacted, and ca On unusual events.)
t
sale/ �lu�
1
l
Sketch
it
I
l
Z3
Copy to Client( ) Copy to CICI ( ) CAL LAND ENGINEERING, INC. ^^�,�.� � „•�
Company Policy Four let hours minimum Charge (including travel tinsel
Quartech Consultants, Inc by:-�_—
INSPECTOR'S DAILY REPORT OF COMPACTED; FILL
Joame
77
!
�
tet
Job Location .7
161�� c 6
3
130 r:J
Job No I� f
�\
Page o
lel'
General cci tractor
Grading Contractor
Date
Day of Week
K,
1c), ?
c
Grading Shift Hrs
-
_
Contractor's 5pKaf Fyreman• Signature
Field Tech
His on Site
Fronj?—,�
To
Source and Descriptions of Fill Materials
D
` —'-"
Approximate FII Yardage
LAW
II,,��l'
`, 4v', V'\
f( `�t�j G _
�CUJ(AA
(
Total Read
Placed this shift Total to date
12 3
Q
Weather
Report Sequence No.
Test
Test
Elevation
Soil.
Fill
Test Dry
%of Max
Remark
No. -
Locabon
or!
Type
Moisture
Density
Dry
Depth
%
Ibs/cu.ft.
�jDensity
I
2
I
It
-7
13.6
RO,c-
TCP
ll
O
11o
90`7
1
7 -
i
CA
c
I ;I
Remarks C,
scribe equipment' used hauling, spreading, watering, condition and compacting; also report
thickness If IIRs, removal of poor soil insufficiently compacted, and comment in unusual events.)
!
L
rel sT r-
!
I
e
(
i
y
Sket h
y{�i
Vn
Copy to Client ( ( copy to QC ( )
CAL: LAND ENGINEERING, INC.
Company Polity Four 111 noun minimum Charge (including travel time)
Quartech Consultants, Inc. by:—
JTS INSPECTION SERVICES
OFFICE/CELL: (323) 630-9436 8990 KRISTIN DRIVE.
E-mail: daniel.sigala@sbcglobal.net DOWNEY, CA 90240
REGISTERED SPECIAL/DEPUTY INSPECTOR — CERTIFICATE OF COMPLIANCE
BUILDING DEPARTMENT
Pro'.Date
Shotcrete
Project Name _ p/i �J
sr�Pfit #
❑ Rebar
Project Address i
,
Owner Name GZ
Phone #
Address
Anchors bolts
General Contractor
Phone #
Address
Fax #
Site Contact
Cell #
Sub -Contractor
Phone #
Address
Fax #
Engineering Firm ,e
Phone #
Address
Fax #
TYPE OF INSPECTION
Reinforced Concrete
❑
Shotcrete
❑
Gunite
❑ Rebar
❑ eldin ❑
Structural Masonry
❑
Prestress
❑
Anchors bolts
❑ Dowels
2r Fireproofing ❑
Post -Tension
❑
Framing
❑
Nailing Insp.
❑ Grading
❑ Others
Quality Control
❑
C tinders Samples
Core Panels
Mortar
Grout
Masonry prism
To the Building Official Building Inspector
I hereby certify that the following portions of the work at the above address which required
Special/Deputy Inspection and for which I was employed to inspect, were inspected by me and
complv with the applicable provisions of the Building Codes and approved drawings.
Inspector (Print
Inspection Sign:
HOURS: Mon,
Verified By: (Print & Sign) .
License#: Type:
Date: _77
Tues, Wed, —Thur, — Fri, Sat, —Sun,
0
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newportbeachca.clov 1 (949) 644-3200
Structural Observation Report
Project Address:
b
C11(e403
ReportDate:
l2
(2� 1
CNB Inspector Name:
CNB Permit*
Building Owner Name:wn
is Mailin
let$
Addres (if different from site);
11i* 1W v+c�
Owner's Telephone #:
CNB Plan Check #:
OBSERVED
OBSERVED
❑
►
gOpi " 81
❑ Steel
❑ Concrete
Footings & Slab
Full Name o Structural Obs er (SO):
SO E-mail Address:
SO Telephone #:
SO License / Reg. #:
Mat Foundation,
❑ Masonry
v
2 0
':H434-16-7-01VC
U \
PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes)
I declare that the following statements are true to the best of my knowledge:
1. I am the licensed design professional retained by the owner to be in responsible
charge of the structural observation;
2. I, or another licensed design professional whom I have designated above and is under
my responsible charge, have performed the required site visits at each significant
construction stage to verify that the structure is in general conformance with the
approved construction documents;
3. 1 understand that all deficiencies which I have documented must be corrected, prior to
final acceptance of the structural systems by the City of Newport Beach, Building
Division.
No. C 76526
Exp. 2 ?I
STAMP OF STRUCTURAL OBSERVER
OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH.
Forms\Stmemra[Ob en,atioM potl&I�mctiom
IMS.
FOUNDATIONS
SHEAR WALLS
FRAMES
DIAPHRAGMS
INDICATE LOCATION(S)
DATE
(Floor/Roof)
OBSERVED
OBSERVED
❑
Conventional
❑ Concrete
❑ Steel
❑ Concrete
Footings & Slab
❑
Mat Foundation,
❑ Masonry
❑ Concrete
❑ Steel Deck
Prestressed Concrete
ieEaissons,
Piles,
❑ Wood or Manuf.
❑ Masonry
❑ Wood
Grade Beams
Shear Panels
❑
Other:
❑ Other:
❑ Other:
❑ Other:
❑
ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES.
❑
OBSERVED DEFICIENCIES AND COMMENTS: 1 Gft&
6CAM 3byttAVAL%
fit( &INALk
(3)*1To9t69ftm,
1 2
# ,r» m -r ��y_
becim. &PM*n
A—A a6cn com,6-
re
2
l
or loth
❑ REPORT CONTINUED ON ATTACHED PAGES.
Wile-
90"FINAL
STRUCTURAL OBSERVATION REPORT:
The structure generally complies with the approved construction documents, and all observed deficiencies were corrected.
I declare that the following statements are true to the best of my knowledge:
1. I am the licensed design professional retained by the owner to be in responsible
charge of the structural observation;
2. I, or another licensed design professional whom I have designated above and is under
my responsible charge, have performed the required site visits at each significant
construction stage to verify that the structure is in general conformance with the
approved construction documents;
3. 1 understand that all deficiencies which I have documented must be corrected, prior to
final acceptance of the structural systems by the City of Newport Beach, Building
Division.
No. C 76526
Exp. 2 ?I
STAMP OF STRUCTURAL OBSERVER
OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH.
Forms\Stmemra[Ob en,atioM potl&I�mctiom
IMS.
STRUCTURAL OBSERVATION REPORT INSTRUCTIONS
When structural observation is required for a project, the structural observer shall perform site visits at
significant construction stages throughout the progress of the work. Site visit frequency shall allow for
correction of observed deficiencies without substantial effort or uncovering of the completed work.
Structural observation site visits shall be performed for each construction stage identified on the
approved construction documents.
The structural observer may utilize the City of Newport Beach "Structural Observation Report" form, or a
similarly formatted report, to record the required observation visits. If the City's form is not used the
alternate report shall be on, the structural observer's letterhead, state the site address, plan check and
permit numbers, stages and elements observed, date observed, and complete contact information for the
structural observer. All structural observation reports, regardless of form used, shall include the license
stamp and weft signature of the structural observer responsible for the project.
OBSERVED DEFICIENCIES
When a deficiency is noted, the structural observer shall give copies of the completed structural
observation report to the owner or owner's representative, project contractor, and the Chief Building
Official or designee.
The contractor shall resolve all deficiencies prior to final inspection or acceptance of the structural work
by the Chief Building Official, or designee.
FINAL STRUCTURAL OBSERVATION REPORT
The structural observer shall submit a final structural observation report to the Chief Building Official, or
designee, upon completion of the structural system. The final structural observation report shall state
that the structural system conforms to the approved construction documents and that all previously
observed deficiencies have been corrected. Final inspection or other acceptance of the structural system
by the Chief Building Official, or designee, will not occur until the final structural observation report is
received.
CITY OF NEWPORT BEACH
COMMUNITY UFVFLOPMFN'T IIFPARTMFNT
BUILDING DIVISION
100 Civic Center Drive I P O. Box 1768 1 Newport Beach, CA 92658-8915
www newoortbeachca.uov 1 (949) 644-3200
ctriiii.-+oral Observation Report
Vim. MV�N•^•
�'—
CNB Inspector Name
CNB Permit R.
ProjectAddresa: 6004 C 4 926.(,3
Report Dale
11/5
FOUNDATIONS
SHEAR WALLS
1"%3f LLc w1' BLVD Alcw Po
Building Owner Name:
-
Owner's MnilinAddieas (if tllffamnt from silo).
Owners Telephone 1'.
CNB Plan Check N:
❑ Conventional
IVIlI/L. V• B%LAnA O%VO MEW adet
n") I9'D
❑Concrete
1,
plltLF,_ th-tel
-1+-'i- -
SO Telephone �.
SCLicense 1 N
Full Name of Structural Ob erver (SO):
?1A
So Email Address:
i�s}Sr
2(0
4o
❑ Masonry
❑ Concrete
❑ Steel Deck
'.. u,cnrrnue n4CF'ovirn whack annitcable boxes)
PLEASE INDIGAILZHKUUJUMM
cLL.i•ilr•r �,•-----."'-_-"-'--
--
DIAPHRAGMS
---. :. .---- .. - -
INDICATE LOCATIONS)
_-
DATE
FOUNDATIONS
SHEAR WALLS
FRAMES
(Floor/Roof)
OBSERVED
OBSERVED
❑ Conventional
❑ Concrete
❑Steel
❑Concrete
Footings & Slab
❑ Mat Foundation,
❑ Masonry
❑ Concrete
❑ Steel Deck
Prestressed Concrete
W'Caissons, Piles,
❑ Wood or Manuf.
❑ Masonry
❑ Wood
Grade Beams
Shear Panels
❑ Other:
❑ Other:
❑ Other:
❑ Other:
❑ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES.
OBSERVED DEFICIENCIES AND COMMENTS:
U
1 vv a rw
B f r't
M
11 0.Lh'[ n+rick *6ckr
Nn
LRIREPORT CONTINUED ON ATTACHED PAGES.
❑ FINAL STRUCTURAL OBSERVATION REPORT:
The structure generally complies with the approved construction documents, and all observed dericiencies were corrected.
I declare that the following statements are true to the best of my knowledge:
1. I am the licensed design professional retained by the owner to be in responsible
charge of the structural observation;
2. I, or another licensed design professional whom I have designated above and is under
my responsible charge, have performed the required site visits at each significant
construction stage to verify that the structure is In general conformance with the
approved construction documents;
3. 1 understand that all deficiencies which I have documented must be corrected, prior to
final acceptance of the structural systems by the City of Newport Beach, Building
Division.
C 76526
STAMP OF STRUCTURAL OBSERVER
DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH.
funnOSlrvnmalUL,m alnndkpunk hd,umm11l
1 0-C 2
6+rvwrnl N.Itevw-1ior1 12t pa/4 C %eOhAuw4ioq
2) S11ear lits
on
A'(hor r^dS
mv%4 wr.,P qrr"
4Ipn(hv.s
Pe. Ac4a',1
3A
on 44FxI►
Thta .5h,U nA
be weldcd,-4htj
1A bt
I"J
wiibl 41C
wlrtl ana a sin)lt
Pitt .
3J FnrndH��at Orn St.cL4 SI detail 5 PtY iris 4f 15.X 8►
Con�ruc}oi hw ►"s4"Ilcd OFATU. Cr+imc4or rAvs+ fmre. ►nsAr�lled
S,ckrr+ ►5 eyv-,l or bt4kv Ai%,,vi dtSojh sykw►► a, -td 440
4 -his a144m"+ -s'pkn fail► A*+ crttilc o4w Clastics.
H) NvO r :- barb vnvsA- hooK ws Aj)q% Sbyus� U byra o•e.
rno4 atop}. 61.0 .
5) Sklar +its On cjn,de. lOt4m S+�rn lZ ho+ sat wllcLd.
b� Ers�.� k n2,.atOn tS aligned crt4h 1k c�crs4101a s4vKk-e.
v �. �� Cnntrek �n,r WtvS+ set- Nrhnii-hG.
g� EhSvr2 rChar 4q -,J Ynirialn�l 2t� �Gcr {corn CMV 4,MWO.V
J(4`•+k ►s "Ok }tif- Craft lwrrer411.
cWGv
hricho,d "A5 hek Vtavj-p CA,34ieina wcldAI 4c +�,eH
and mvs4 ►re_ I tvtW .
lo) Hwlt fra,aa- bvli- wvgct- is riessim aa- 4t4So41�t
t 44 t' X OT ; ,h ply " rer1N ► V" .