11-1018 (SIGN) Structural Calcsf �)f €SS/0�;4�
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44180
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STRUCTURAL CALCULATIONS
AND DETAILS
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MONUMENT SIGN FOOTING
La Quinta, California
wxoneng"neering
2605 Temple Heights Dr, Suite
Oceanside, California 92056
949-366-2-1$0-x107__
2011
Prepared: September 13, 2011
PREPARED UNDER THE DIRECT SUPERVISION OF:
DATE 9'I(-01t
KURT SAXON RCE 44180
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SAXON ENGINEERING SERVICES Inc.
2605 Temple Heights Dr. Suite A
Oceanside, CA. 92056
PHONE: (949) 366-2180
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JOB NO. a r& ® 13
SHEET NO.
CALCULATED BY: DATE: !s"
CHECKED BY: DATE:
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Description
Scope :
User KW-0606037, Ver 5.8.0, 1-Dec-2003 Pole Embedment in Soil
(c)1983-2003 ENERCALC Engineering Software
Description Circular pole with Point & Uniform Loads
Job #
Date: 5.10PM, 13 SEP 11
Page 1
General Information
Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3
Allow Passive
250.00 pcf
Applied Loads...
Max Passive
1,500.00 psf
Point Load
957.00 Ibs
Load duration factor
1.330
distance from base
3.300 ft
Pole is Circular
Diameter
24.000 in
W - Distributed Load
0.00 #/ft
No Surface Restraint
distance to top
0,000 ft
distance to bottom
0.000 ft
Summary
Moments @ Surface...
Point load
Distributed load
Without Surface Restraint...
Required Depth
Press @ 1/3 Embed...
Actual
Allowable
3,158.10 ft-#
0.00
4.375 ft
477.04 psf
477.39 psf
Total Moment
Total Lateral
3,158.10 ft-#
957.00 Ibs
SAXON ENGINEERING SERVICES Inc. JOB NO.
2605 Temple Heights Dr. Suite A SHEET NO.
Oceanside, CA. 92056 CALCULATED BY: DATE:
PHONE: (949) 3 )66-2180 CHECKED BY: DATE:
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