HomeMy WebLinkAboutX2016-4067 - PermitsO
D
r
m
m
m
A
v
d
0
S
m
m
F
m
m
m
O
0
0
O T- L V Z V x
�cwm0 Nmwa
rmx 9
N p O N p W r
Z m D N
Az33 NmmCD
m
n3T CDj D -I
aOm xmx
�1 ❑ .yY
0
o as
O'
n
Nd
�
N
�
`m
N
O T- L V Z V x
�cwm0 Nmwa
rmx 9
N p O N p W r
Z m D N
Az33 NmmCD
m
n3T CDj D -I
aOm xmx
d'oi0 Ro
nn,, ui
m = N
Oo M.X.
0o N
o m m
c
m
0 o O o
000c
0000
�1 ❑ .yY
" gn''
D
w a
�
`m
�
t
� ii
0
cr
513 °--,;rt5.n;71
z
d'oi0 Ro
nn,, ui
m = N
Oo M.X.
0o N
o m m
c
m
0 o O o
000c
0000
M bl fR 4fl VI ffl �N a
0 0 0 0 0 0 O O
0 0 0 0 0 0 0 0
00 0000 00
� cn
mmy
*3r
uow
AmD
Q
03 2Sn
N x Z Z
r Z Oo
O�
V N
r
m
0
r
x
m
T
5
�1 ❑ .yY
fM 1
amj
D
a
m
s lh
o n O
`m
�
❑
� ii
0
cr
513 °--,;rt5.n;71
z
...
a
0 o Chi-awi
m
r.
M bl fR 4fl VI ffl �N a
0 0 0 0 0 0 O O
0 0 0 0 0 0 0 0
00 0000 00
� cn
mmy
*3r
uow
AmD
Q
03 2Sn
N x Z Z
r Z Oo
O�
V N
r
m
0
r
x
m
T
5
X
N
C)
rn
C)
0
4
V
�1 ❑ .yY
fM 1
amj
D
a
m
s lh
o n O
�S2�Sq
N m• /."N m SJ.7
�
❑
� ii
0
CL
A
o
Ii
m
r.
co, ... y
m
+'"i!?` 3'-n✓FT�{C?' � ^zF:fsehF-4`a>..i.,i ,'" amoa9°' t`"av
iV m0• •me V•o
bd
•�`Y�
• O 4
^S •
V • 6 0
•o • •o . e
}tea
• .
V.V V• O• •
� ♦ ••
X
N
C)
rn
C)
0
4
V
o m o
a76
0
w
$
w
o
m
d
= a
o
c N -
o
Eos
E a',c-w n
a: nom=ro0
Vo 5 n
o
v
N2-
Um
r
o
O
U
u
c
v
`m c
c 9
`o
0
dE 3
m
�m
o
4
N 0
n=
N
c
a a
o
E
c;
as
:EZ;
O T
,
m
Lm N 6
N O M
~
O
O N a m
O 6>
.O+
A
O C
O
m
O
C N
O.L-2:E6
.
.
n
a
0
0 N
Oa
iJ
UO
N
Z
a
y r n
O aC
C a
E
p_0 cc
-oE o
oc
cc
O 4J
m r
L J
O
L N
n
N
cUy
F�
n 2 2
m
r
p
n 3
O L
a y
c c
r
a
a
u n
ona
FNTmN-S
YLao�CON'• CiC
..6
�do
0- a
Lm
0 m
2.rU
oa
•
O
Q-- E
i
y 2
o
O
i
m
n
Om
03
2mS
0 0
OT
E m
i o.p
m
O
M,
y
woo
O
a
N
£C
U
k
E
`�
>m
`y
oo w
8t
oo
naoaw
o {on>p
L
y
L
a
20 £
zo
%°'_
O
on
aa
mmv
-U
oo
No
Eo
ao
wEa
.c
o
00 a
0U
c"
0
0 7a
"0 NN
O
V
N2
O
p
na
U
N
Loia+
H
Ol
t oo
NiOEJO
¢gg
-
a
E
.,
O
ao
cOO
w
o. m
Edomon
_ O m
i�
m
oQn-`-
a
apiO
v
.c
ACa
`L,�L°T
OCO
UU�
a
-2UWr
OYT
n �'
U�
m,
m O c
ac
Op$
mm
mUf
�� .-m
o vi, ��
q.I
'710
G• CJ
'
Of'
c
O
�OVtQ
3 2 c
'° n 3
dm
L
yC�
�+ a c
o a
-i o t
J .,
�-
k 0
., ....
On
m. a
z
.-
m w cc
300
=0
-moi ?.0
a�i Li umi
WF.G
a
L
am
'" J
m m
�
O
t3
Q) OV E
O a N
U N
O m N
E
3
6.tr
.'
EV
oQ
a
ao0z
Q
�o`Lm,x
�••,�a
a3w
2�
mtD3
Q
0
f
o i1 ��gs
oion
�
oz
a
y E N a
`wc
m E
v a
E `m rn
2 w Y, S';',
aci>5!
!. r.; o
a
c
,z
c�
d
ooa
o�
3 -NL
pw n
�y
c
.;o
m
v;
'�
z
W mNm
nm
28
ot
p2
m
"Om
2o
N O
Z
o n
m
mLn
0m
Q
mcc
oc
C
w
Lm { n
a3
.•wm
6Fa1
O
zF
aLL
«NEoL'nma
_
�a
U`oNL�G
EN
o ^
oNccn
: l�
o
ALC, cm �am
UnLa+
o
Na?�
o
oo
.�cac
Ul
LL
10>
pZ
FN
0Oo
�
�o-p
w
>
C m
0 -
m
Z
AE v
Q jcy
OD
o a
ARA
We
¢
da
w NO
cU
a
E
m�
14;9
�LU
cj m
�
o
wp
as
>m
11
Hz
Uc
m
16
iE
O
TpF
UE
Om�
C
.-.L Om
o _:L
O w 0
Y
O O U
1
"O
`a
T
CO
3g
0 2O
ggg
ocN�
Cc
4-
ZYUE
O
02 O
O
o0Q
U
I
Ll
OOTn
aac>
N_mONa�9t3UN
(
gO�QW
w
O i
•J�LL3w�Jzi1
nz
>
i
UNa
0
wCm�'Tmj-i
t o
e.�
aaam
m
oo
m
O
YComaN
a
E
rme6e1
mmQFm
EO
PO�
N45
E
n
NOV6NO
.
N
.mNxc�om
O mytac o v
D�m;ai
nci'OC
�5Lo
pO�OU-.
$_w�-roE
c0
as "0.
�awa
�
gM•mW�ca
�.y�o`m°,
�a�•��a
WOQ:II
o
)
IoC/1
a
-
- N !w
Q¢3E
Em
'O
a
a E
c 0`
TNO
SYo
to
-�o
E
a o
m w a
Y
E
o_ZRVU
'd �a
p
aoO
w�
omvon0
'M U
o
mL_a�oac€i
i�
'.`mn
�dO
3
E�
w�mo
o
'
O
m O ac
NO
2W1�zW
0WQUWFzW�
N
O tr
�
V
Oh NOH
Z
mW3.NO
NL
¢llFzW-
N E •
P•rNwC
N
O!
NZ
N
O
m a j
I
LLO
s
-
N
m Omemc
•O
-�
a'rY
w
•a'm-
cU 2,moE---
w a 0
c
a65J
m
O❑ LLJ
O
¢
USE
C
a
C
C u o
a.
U_
U z
in C3C
U
1'DH W P)iAlM611 �IVJ
Christina R. Silva, P.E.
7652 Ontario Drive
Huntington Beach, CA 92648
(714)307-7101 .
March 3, 2017
City of Newport Beach
Building and Safety Department
Project: 709 W. Balboa Blvd, Newport Beach, California
Subject: Header above window at living room side wall and rim joist cut for plumbing
To whom it may concern,
The 3,5"X14'PSL header above the 5' wide window at the side wall of the living room is structurally
adequate. See attached calculations.
Also, same header is adequately installed with 4x6 trimmers and LTP4s connecting the header to the
trimmers and also to the top plate.
The joist cut due a plumbing line under the tub is a rim joist supported on wall and assumed to be
connected to the wall per standard building code requirements. There is a continuous wall above the
joist which also contributes to keep it all connected, As an additional connection framer may install a
metal strap across the break with minimum (4) nails at each end.
Feel free to contact me should there be any questions or concerns.
5incerely,
f
Christina R. Silva
Qhristaa R. Silva, P.E.
^,652 Ontario Dove
FlUntington Beach CA 92648
(714) 307-7101
_Description:
Wood Beam Design : Check exisitng hdr at first floor
Pro(ect Title: 7 0 1 W. BAk aliOA B i1TP
Engineer: &0S -
Project Descr:
G µE4K (t a 14TH a U IA'nI G t' -00"I W1Nr�m J
pr.Iial IS PT 6A:1"t:F1A
Calculations per;NDS. 2015, IBC 2015, CBC 2016, ASCE 7AD
-- u,Y VUVItlGGU ���) IY -i/1' \1-(� ✓�
Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending
Wood Species: Trus Joist Wood Grade: Parallain PSL 2.0E
Fb- Tension 2.900.0 psi Fc-Prlf 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.050 pcf
Fb -Compr 2,900.0 psi Fc - Perp 760.0 psi Ft 2.0250 psi Eminbend -xx 1,016,54 ksi
Atlnfied jioads
Beam sell weight CdCulated and added to load �"� ✓`� vit.-(f
Unif Load: D = 0.4360, L - 0.640 k/il Tnh= 10 It J W ko r - f'"' ° F t W o I I l DE CJC
Point: D = 2.70, Lr = 0.850, L = 2.720 k @ "e.50 4 �f
D,g,gJ Suarmary
�-----
Max fb/Fb Ratio
= 0.570; 1
0.794: 1
fb ; Actual
1,654 00 psi at 2.000 it in Span # t
+D+L+H
Flo:Allowable :
2.900.00 psi
Load Comb:
+D+U,H
Max Renctions k)
IN)
Max fv/FvRatio =
0.580: 1
0.019 in
Fv: Actual:
Fv : Allowable :
168.19 psl at 4,067 n in Spee g 1
290.00 psi
Left
Load Comb:
+D+L+H----
0 000
MaxReactions (k)
4 L Le P w E C
7 2.96 0.43
7 2.96 0.43
in : Check 1
Wood Species : Trus Joist
Fb . Tension 2.900.0 psi Fo - Prli
Fla - Compr 2,900.0 psi Fc - Perp
Anotiad Loads
Beam sel(wei0t calculated and added to l0adS
Unif Load: D = 0.4360, L = 0.640 kift. Trib= LO it
Point: D = 2.70, Lr = 0.850, L = 2.720 k (07 10 it
De.slgn Summary
Max fb/Fb Ratio 0.373; 1
-, wvn:gol �,ouagL
Live Load Dell Ratio.
hdr at first floor -.alt loading I IV- Fr tx
,a a. asnizs
0.026 in Downward Total 0.048 in
0.000 In Upward Total 0.000 In
2334 >360 Total Defl Ratio 1249 >180
Nos 2015, IBC 2016, CBC 2016, ASCE 7-10
'.h ASCE 7-10 Load Combinations. Major Axis Bonding
Wood Grade: Parallam PSL 2.0E
2,900.0 psi Fv 290.0 psi Ebend- xx 2.000.0 ksi Density 45.050 pcf
750.0 psi Ft 2,026.0 psi Eminbend-xx 1,016.54)(si
fb : Actual :
Fla : Allowable:
1.081.02 psi at 1.500 It in Span # 1
2,900.00 psi
Load Comb:
+D+L+H
Max tvJFvRatlo =
0.794: 1
fFv; Actual :
230.13 psi of 0.000 ft In Span # 1
-�,
v . AI owab a:
290.00 psi
URI. 3s.l i 25
Load Comb:
+D+L+H
�._.._...__ _.e _ti .-
Max
Max Renctions k)
IN)
a L it s
sy F ry Downward L
0.019 in
Total
0,035 in
Left
3.26 3.78 0,68 — FM nJ ,
UpardL+S
4 K 6 TMMO 6'tL Upward
0 000
Upward T
Upward Total
0.000
Right Support
t Support
i.86 2.14 0.17
Live Load Defl Ratio
d Doti
>
3094 >360
Total Defl Ratio
>
1001 x160
����