11-0062 (SIGN) Structural Calcs25379 Wayne Mills Pl # 272
Valencia, CA 91355
Sign Design Based on 2010 CBC ASCE 07-05
Job # JTS 3111
Project La Qulnta Golf Estates Monument
Job Location 777501 2 Coachella Dr.
La Dulnta, CA
INPUT DATA
100.00
PSF/FT
St.' h.".-.
155.17
Exposure category (B, C or D)
A
-
C
EMBED.
Importance factor, pg 73, (0.87
1.0 or 1.15)
I =
1.00
Category II
Basic wind speed (3 sec. gust i
eind)
V =
90
mph
Topographic factor (Sec.6.5.7.
, pg 26 8 45)
Ka =
1
Flat
Height to Top
D D
h =
4
it
Vertical dimension (for wall, s =
h)
s =
4
it
Horizontal dimension
B =
6
it
Dimension of return comer
L, =
0.33
it
Moment Arm
A =
2
H
DESIGN SUMMARY I
Max horizontal wind pressure p 18 psi
Max total horizon force at ce troid of base F = 0.432 kips
Max bending moment at centrold of base M = 1 0.864 kip4t
ANALYSIS
'Velocity oressur®
qs - 0.00258 Ks Ke Ke V=1 = 14.98 psf
Gvh8re;1—
q„ = velocity pressure at mean Soof height, h. (Eq. 6-15, page 27)
K„ = velocity pressure exposurd coefficient
evaluated at height, h,(Tab. 6-3� Case 1, pg 79)
Ka = wind directionality factor.�ab. 6-4, for building, page 80)
h = height of top
aova
ay° apn(�.__.
M m F (h - 0.5s) for sign, F (C
where: G = gust effel
C,= net force
A,=Bs
Footinq Design (Non,
Diagonal
for wall
)r. (Sec. 6.5.8, page 26).
tient. (Fig. 6-20, page 73)
Soil Pressure
100.00
PSF/FT
St.' h.".-.
155.17
PSF
A
0.�9
FT
EMBED.
1.I
8 FT
Ia'nnth=lL'.A'SnWWkh=9'11"
n.n}h n VAn"
Fit1f1:C E —
0.85
0.85
4.00 ft
(Sec. 8.5.14 & Fig. 6-20)
= 18
psi
= 0.43
kips
= 0.88
kip -ft
= 0.85
1.43
= 24.0
ft'
DATE 2/2/2011
TEL: (661) 259-0700
FAX (661) 259-0900
o STONE
v
EMBEDED IN
FOOTING
\I,— T1 ❑ N
^ NTS
Yq,Y
o. 53 79]
J� CI m
grFCF CAl1F���
a _3 -,7p 1,
D°
p
O
°
D
D D
°
B
D
°
D
ft4@ 9-O.C. p4 VER7S
CONSOLIDATED
TOP a BOTT. TOP & BOTT.
CONC.
3' CLEAR 3 L�LEAR
br..QyuHlrr,
f'c=2500 psi
LENGTH= 9'-0'
� tG
ELEVATI❑N
NTS
Yq,Y
o. 53 79]
J� CI m
grFCF CAl1F���
a _3 -,7p 1,