05-3622 (BLCK) Structural CalcsAlcumbrac / Sandberg
asmaciatem
P.O. Box 473, Thousand Palms, CA. 92276
242 W. Main St. Ste. 200-K, Tustin, CA. 92780
Architects & Engineers
fax (760) 343-3637 ph (760) 343-0048
fax (714) 731-1685 ph (760) 731-4535
Re -submittal per Plan Check # 05-3622
October 3, 2005
Structural Analysis and
Engineering Calculations
Of
Garden Wall
Stucco over Framing
for
Don Cross Residence
78570 Saguaro Road
La Quinta, CA. r
ARCyV
f/�G Robert S.
Alcumbrac
No. C-10381
QPM, R127107
0�S 0 7 200'�
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
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Rw: 580007
Pole Embedment in Soil
Description Garden Wall (stucco) Posts at 8ft. o.c.
General information
Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3
Allow Passive
400.00 pcf
Applied Loads...
Max Passive
1,200.00 Psf
Point Load
240.00 Ibs
Load duration factor
1.300
distance from base
5.000 ft
Pole is Rectangular
Width
24.000 in
Distributed Load
0.00 Nft
Restrained @ Surface
distance to top
0.000 It
distance to bottom
0.000 ft
Summary
Moments @ Surface...
Point load
1,200.00 ft-#
Total Moment
1,200.00 ft-#
Distributed load
0.00
Total Lateral
240.00 Ibs
With Surface Restraint...
Req'd Depth
1.625 ft
Pressure @ Base...
Actual
787.85 psf
Allowable
787.85 psf
Surface Restraint Force
1,230.97 ibs
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