Plans S /6' I.R. 1aato
(SEr IN R.1)
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165.01 (164.19)P.a
3 /0' tR- WITH YPC
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STAMPfD "ALPHA ENG.
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w[ N. 064 (SEr IN P:2)
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PARCEL 2
SCALE: 1" _ JO' o TAX LOT 13000 ".
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- - • N 89'53 W 165.00 PER D.2
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Q OVERLAP S
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TAX LOT 1,5100 • •••
nl - - - s/a IR. wlworn rPC •• p • •
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o ; ; ry inc.'. (scr W P.4) AO✓USrfD. AREA TOTAL).
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LL • ; 'T I 3 8, d - EXISTING PROPERTY LINE • • • • •
O ; ; �1 v q "' _ _ S 89'53 E 155.00 • • • . • • • •
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m E H y,, at ^ ' EXCHANGE AREA.. 12.499 S F q 4 • • • • •
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n c Lt J Q 2 n N. o y N. I ••• •
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>- 13_ _ i i N a I � I h O to ~ to . co N ^� O • j GARAGE 8.00 UT,LJ7Y 1.1- H ir
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m 1�" - O. ; �� h (NA CAS AND WATER tin
Q p CI ` LINES SERVE TRACT 8)
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SEPTIC DRAW-lap IE • O• E N O 3 HOUSE FOR TRACT A /N
a s r 9485 THIS AREA - J
W TAX LOT 13200 f q w 16.00 RIGHT OF
U L � I ; EASEMENT PER
F— � ' TRACT A
R. wart rP ° ivA TER SER v1Cc
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N 'wt. . N. 0.64 (SET IN P.4)
16.706 SF
4 46 165.00 PE R 0.2 I
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WASHING TON COUNTY 6 Oa i Q G. 59� - -- - -- - --v . _ -� . �_ _ ,- _ �_ _ _ _ __
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GARAGE
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HOUSE 9485 102
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SATTLER ST. �'
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J Engineering, Inc. S
207 S.E. Oak Street, Suite 200 Hillsboro, OR 97123 -4031
(503) 640 -6808 FAX (503) 693 -9738 www.j2keng.com
PROJECT NO.: 03 - 023 January 27, 2003
PROJECT: Martin Res. Fence Page 1 of 6
9485 SW Sattler St.
Tigard, OR 97224 RECEIVED
FEB 0 3 2003
CALCULATIONS CITY OF TIGARD
BUILDING DIVISION
FOR
8 -Foot Fence
(For: Ted & Sharon Martin)
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DESCRIPTION • • 'PAGE •
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• • • •• •
Project Plan �••�2 •
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8' Fence Profile • 3
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Fence Post Review •....• • •••• • •�
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Post Embedment 5 ••••
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Post Embedment Detail 6
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10,975 7.
CRtaar / -9 ago.
A%
/Et 0
141 N. Gt
-e 0/2 -3i240
NOTICE TO USER /REVIEWER:
ENGINEER'S SIGNATURE AND DATE SHOULD BE IN "BLUE" INK, AND SHOULD BE THE ONLY HAND- WRITTEN
INFORMATION ON THIS PAGE. ANY ADDITIONAL MARKINGS, OR DEVIATIONS IN THE INFORMATION
PRESENTED MAY INDICATE UNAUTHORIZED USE OF THESE DOCUMENTS.
(PLEASE REQUEST VERIFICATION FROM J2K ENGINEERING, IF UNCERTAIN)
Our design responsibility is limited to only those specific areas of the structure /project
as presented herein. The attached calculations and construction details were prepared for
the above referenced plans for the ONE -TIME USE at the noted site.
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COLT: (g)4(c I µF Pe-5r @ 6 1 O. c.,
Project: NIARxI ZS. re Ocr` Job No.: 1)3 -0?-3
Description: 4 Pager O :___
J2K Engineering
Embedded Post Evaluation "NON- CONSTRAINED" End Condition
Design Values and Geometry: Analysis and design values are from Section 1806.8 "Designs
- ---- -- ---- Employing Lateral Bearing" from the 1998 OSSC (1997 UBC).
Applied lateral force, P := 512-lb dembed := 4 •ft
Point of application for lateral force, h := 4-ft + Gin dembed
Diameter of footing, b := 18-in Cdepth ceil 3 ft
Cdepth = 2
Allowable soil bearing pressure, S :=
4 "Cdepth psf
(value has been increased to tolerate 1/2"
motion at ground level,and for depth of
embedment, Table 18 -I -A)
Required Minimum Embedment Depth to achieve the resistance for the Applied Lateral Load; ■• ' . • •
1.1.111.•-- ••••
:-
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2.34-P • ••
_ • •
S1-b A = 1.997 ft • • •
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• (II • •
A ( 4.36•ft- 050 • • • .. .. • dmin 2 — ft 1 + I 1 + A ) d min = 4.113 ft • •
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•..• • DECK POST FOOTING: • • •
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PROVIDE: 18" dia._(min) footing for EACH 6 X 6 #1 PT HEM /FIR Post or
4 X 6 SELECT PT HEM /FIR Post w/ Strong axis perpendicular to fence.
Concrete footing shall extend 4' -0" (min.) below grade.
Measure footing embedment from LOWEST adjacent grade.
Concrete below finished grade shall be cast against UNDISTURBED soil.
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PROJECT: Martin Res. Fence JOB No.: 03 -023
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PAGE: 5 ,
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bx6 NO.I GRADE
HEM -FIR SPECIES
P.T. POST (TYP.)
-02-
4x Co t,.t Ci 1-4.E r.+ - F i -
(STR.}a G .4x s F - &)
FINISFICD GRADE
/►-- SLAB AS OCCURS
IIII C --� —III
—
H ° — Ibd "SINKER" NAILS
• •
h �
4 _, n ®8 °O.G. L` 0AL) • . . •
d OFFSET AND STAGGER • ' • •
NAILS BSIDEI •••• •
° OF POSI`(PROVIDE • • •
2 " PROD to .. , •
° �.
4 .. • • • • II
•
2500 PI (CONCRETE • .. • .. •
S
°Q / FOOTING•BK�ILL • • •
(VIBRATE/rfff
CONCRE10 TO•FILL •
....
ALL VOITS■••• •....• •
7 •••• •
BASE OF — •
SIMPSON 3Gb0 • ' .. ' • .
4 •
POST °Z1 , •• POST BASE • • • •
4-10c1 X I I /2"
�0 "0 "0 "0 0 NAILS
° 0 ° 0 ° 0 ° 0
•
8" (MIN) COMPAGTFD
IS° DIA. AGGREGATE
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" NON- CONSTRAINED" •
POST EMBEDMENT DETAIL
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Aeri E
'd 3 -023
PAGE 6 6F (0
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