Plans (8) y, OFFICE COPY
II ROWELL 1(}570 SE Washington St
Suite 212
ENGINEERING, LLC Portland,OR 97216
STRUCTURAL ENGINEERING Tel. 503-254.6292
Fax.503-254-6761
EN
LATERAL ANAYLSISC
AUG 3 2016
August 2, 2016
CITY 0 .11IA� '
Fence Calculations BUILDING
2291 - FOUR D CONST.
Medallion Meadows- Lot 15
Tigard, OR 97224
100 mph 3-Second Gust, Exposure B SeismicerPrIGARD
2012 IBC /2014 OSSEVIEWED FOR CODE COMPLIANCE
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2187 NW Reed St, Suite 10bi
Portland, OR 9721 o'crmit #: Y <+ .o: -D O 3 /.,-
Tel. 503-225-9161Address: ) 4(1,- -- 3 Sw 1 J ' c -f-
Suite#:
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Rowell Engineering 4:4 ta�`INe& <
Project Number: 14 58367P
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EXCLUSION OF LIABILITIES
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DATE: 1/14/16 PROJECT: 2291 -FOUR D CONST.
By: TTR Project Number: 150387
EMBEDMENT DEPTH CALCULATION
2010 OREGON STRUCTURAL SPECIALTY CODE/2009 IBC
1805.7.2.1 Nonconstrained
Lateral Bearing Per Table 1804.2 in psf/f below natural grade= 250 psf/f
Post Diameter=111111111E ft
Square Post Dimension= 0 ft
h= Distance from ground surface to point of application"P" h = 4 ft
P= Applied lateral force P= 576 lbs
b= Diameter of post or diagonal dimension of square post b= 1.5 ft
d = Depth of embedment
S1= Allowable lateral soil-bearing pressure per 1804.3
d = 0.5A{ 1 + [ 1 +(4.36h/A )] ^ 1/2} (Equation 18-1)
A= 2.34PIS1b
P= 576 lbs
S,= 444.4444 psf assuming d = 4 ft
b= 1.5 ft
A= 2.02176
h = 4ft
d = 4.14724 ft
USE: 1.5 Diam. Pile 4 ft deep
Sof 3