Plans (23) OFFICE COPY '
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FREE-PRAININ6 PRAINWAR CITY OF TIGARD
MATERIAL.
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REVIEWEDJFOR CODE COMPLIANCE
Approved:
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5" PA,reFr FIFE
WITH rif.TER FAPRIC Permit#: Mg+ 2_016- 00.10 21
Address: 1LjJea )
44 a 16- ar
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Suite Date: -3,AR "ot
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W,CKEILLINCA
5" CLEAR
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RETAINING WALL DETAIL - LEVEL BACKFILL
R2OORAWIN NOT TO SCALE,SEE WALL SCHEDULE FOR DIMENSIONS
RETAINING WALL SCHEDULE
H W5 A C B Bar"M" Bar"N" Bar"0"
11'-8" 8" 2`-6" 2'-6" 5'-8" #5-6"oc #4- 12"oc #4 1 15"oc
ALL SECTIONS: CONCRETE Fe 3000 PSI
REBAR GRADE 60
LEVEL BACKFILL ONLY Ht 1'-1"
41.149.MOMMINIMIIIMIMINIIMMINI.....1111111/9014100'
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Customer: Four D Const. Rowell Engineering
Project: 35 pcf 45 SE 102nd Avenue Sheet
Number: 150379 and 150381 Portland, OR 97216 0
Date: 7/1912016 (503)254-6292
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ENGINEERING CONSTANTS
Soil Density 110 OTM Factor of Safety 1.5
Concrete Density 150 Stem Factor of Safety 1.7
PHIvu 0.75 Heel Factor of Safety 1.4
PHias 0.90
PROJECT PARAMETERS
Client Name Four D Const. Detail Number R2
Project Number 150379 and 150381 Sheet Number
Project Name 35 pcf
Concrete Fc 3000 psi Max Soil Bearing Pressure 1500 psf
Steel Grade 60 60000 Equivalent Fluid Pressure 35 Lbstft^3
Wall Thickness 8 in
Footing Height 13 in -
SECTION 1 DESIGN
Rebar Stem Rebar Heel Rebar
H,Wall Height ft. 11.666 ft Size OC Bar"M" Bar"N" Bar"O"
B,Total Footing Length, in. 68 in 5'-8" 4 16 31% 246% 128%
A,Toe Length 30 30 2'-6" 4 12 41% 325% 170%
C, Heel Length 30 in 2'-6" 4 8 60% 478% 255%
%OTM Factor of Safety 154% 2.31 4 6 78% 624% 341%
%Max Soil Bearing Pressure 84% psf 1,257 4 5 92% 736% 409%
Min Soil Bearing Pressure 507 psf 4 4 112% 897% 511%
%Allowable Shear Stress 60% kpsi 66 5 12 62% 497% 266%
5 8 90% 721% 399%
Size OC 5 4 162% 1297% 798%
Rebar"M" 5 6 116% 6 8 124% 992% 575%
Rebar"N" 4 12 325% 6 6 157% 1257% 766%
Reber"0" 4 15 136% 6 4 211% 1686% 1149%
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i9.113RR2 35PCF.xis'kDr.sic n 7/19/2016 11:03 AM Page 1 of 1
FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
_ " Transmittal Letter
. . a ette
13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov
TO: DATE RECEIVER.
DEPT: BUILDING DIVISION ASCE; ED
HicAuPpRac--- Ju 20 2016
FROM: cDP,v1 D6L =` O i I ARD� DIVI"ION
COMPANY: \-z L i(L C " 2JJCtziJ�
PHONE: Sb3^ 72(. y L/S BY
RE: t y 1 �3 S��v , /f v 14 Agsr 0c)30c
(Site Address) c ( ermit Number)
M t=-DA<_L I c,n7 Aori -a vS /-, t-' /
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS. �,
Additional set(s)of plans. I ttJ Revisions:
Cross section(s) and detail . Wall bracing and/or lateral analysis.
Floor/roof framing. i G.,p. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS: P.e
vv3 ALL_
I
Routed to Permit Technici : Date: — J�r I Initials: '
Fees Due: 0 Yes • o Fee Description: Amo ,e:
J4r d r— Q.c
$
$
Special
Instructions:
Reprint Permit(per PE : ❑ Yes VNo ❑ Done
Applicant Notified: f)4 p. Date: 7/).t b Initials:
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012