HomeMy WebLinkAbout015-390-038 EH-RFI-26-0016 SITE PLAN SUBMIT_Havens, Diane - Addition - 6-3-26’
’
§
CODE ANALYSIS
LEGEND:
Of Sheets
Sheet
Job
Drawn
Reviewed
Date
By:Revision:Date:
38
3
R
i
o
L
i
n
d
o
A
v
e
.
C
h
i
c
o
,
C
A
.
9
5
9
2
6
(
5
3
0
)
8
9
4
-
5
7
1
9
G
R
E
G
O
R
Y
A
.
P
E
I
T
Z
A
R
C
H
I
T
E
C
T
Em
a
i
l
:
g
r
e
g
p
e
i
t
z
@
s
b
c
g
l
o
b
a
l
.
n
e
t
I
T
Z
IT
E
C
T
A
RNI
O RY A.
D ARE
LICE
GRE GNS
F CAL
S
T
A
T
E
O
No. C21283
P
E
I F O
CH
REN. 7/27
1
6/
3
/
2
0
2
6
2
:
0
9
:
5
4
P
M
S
S
SS
S
OS
OS
TS
DS
D3S
S
3S
Of Sheets
Sheet
Job
Drawn
Reviewed
Date
By:Revision:Date:
38
3
R
i
o
L
i
n
d
o
A
v
e
.
C
h
i
c
o
,
C
A
.
9
5
9
2
6
(
5
3
0
)
8
9
4
-
5
7
1
9
G
R
E
G
O
R
Y
A
.
P
E
I
T
Z
A
R
C
H
I
T
E
C
T
Em
a
i
l
:
g
r
e
g
p
e
i
t
z
@
s
b
c
g
l
o
b
a
l
.
n
e
t
I
T
Z
IT
E
C
T
A
RNI
O RY A.
D ARE
LICE
GRE GNS
F CAL
S
T
A
T
E
O
No. C21283
P
E
I F O
CH
REN. 7/27
2
6/
3
/
2
0
2
6
2
:
0
9
:
5
6
P
M
STRUCTURAL DESIGN DATA
Code used:2025 California Building Code
Floor loading:Live loads:
Uninhabitable attics w/o storage: 10psf
Uninhabitable attics w/ limited storage: 20psf
Habitable attics and sleeping areas: 30psf
All others except balconies and decks: 40psf
Balconies and decks: 60 psf
Dead load - 10lbs/square foot
Roof loading:Live loads:
20lbs/SF
Dead loads:
Typical roof - 15 lbs/SF
Comp or metal roofing
Wind loading:Basic 3-second gust wind speed (mph)95
Wind importance factor, I 1.00
Wind exposure category B
Internal pressure coefficient, GCpi +/-0.18
Seismic:Seismic importance factor, I 1.00
Mapped spectral response acceleration;
Site class D
Design spectral response coefficients;
SDS 0.78
Seismic design category D
Basic seismic-force-resisting system(s)
Bearing wall system - plywood shearwalls
Seismic response coefficient(s), Cs 0.12
Response modification factor(s), R 6.5
Analysis procedure;
Equivalent lateral force procedure
Allowable Soil Bearing Capacity: 1500 psf
Of Sheets
Sheet
Job
Drawn
Reviewed
Date
By:Revision:Date:
38
3
R
i
o
L
i
n
d
o
A
v
e
.
C
h
i
c
o
,
C
A
.
9
5
9
2
6
(
5
3
0
)
8
9
4
-
5
7
1
9
G
R
E
G
O
R
Y
A
.
P
E
I
T
Z
A
R
C
H
I
T
E
C
T
Em
a
i
l
:
g
r
e
g
p
e
i
t
z
@
s
b
c
g
l
o
b
a
l
.
n
e
t
I
T
Z
IT
E
C
T
A
RNI
O RY A.
D ARE
LICE
GRE GNS
F CAL
S
T
A
T
E
O
No. C21283
P
E
I F O
CH
REN. 7/27
3
Of Sheets
Sheet
Job
Drawn
Reviewed
Date
By:Revision:Date:
38
3
R
i
o
L
i
n
d
o
A
v
e
.
C
h
i
c
o
,
C
A
.
9
5
9
2
6
(
5
3
0
)
8
9
4
-
5
7
1
9
G
R
E
G
O
R
Y
A
.
P
E
I
T
Z
A
R
C
H
I
T
E
C
T
Em
a
i
l
:
g
r
e
g
p
e
i
t
z
@
s
b
c
g
l
o
b
a
l
.
n
e
t
I
T
Z
IT
E
C
T
A
RNI
O RY A.
D ARE
LICE
GRE GNS
F CAL
S
T
A
T
E
O
No. C21283
P
E
I F O
CH
REN. 7/27
4
Of Sheets
Sheet
Job
Drawn
Reviewed
Date
By:Revision:
I
T
Z
IT
E
C
T
A
RNI
O RY A.
D ARE
LICE
GRE GNS
F CA L
S
T
A
T
E
O
No. C21283
P
E
I F O
CH
REN. 7/27
Date:
38
3
R
i
o
L
i
n
d
o
A
v
e
.
C
h
i
c
o
,
C
A
.
9
5
9
2
6
(
5
3
0
)
8
9
4
-
5
7
1
9
G
R
E
G
O
R
Y
A
.
P
E
I
T
Z
A
R
C
H
I
T
E
C
T
Em
a
i
l
:
g
r
e
g
p
e
i
t
z
@
s
b
c
g
l
o
b
a
l
.
n
e
t
CG1