Specifications FOR OFFICE USE ONLY—SITE ADDRESS:
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
11111 _ Transmittal Letter
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Tom Hochstatter DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: Gavin Russell SEP 1 4 2021
COMPANY: CIDA CITY OF TIGARD
PHONE: 503-226-1285 3UILDING DIUISIOftty:
EMAIL: gavinr@cidainc.com
RE: 15895 SW 72nd Ave.,Suite 201 BUP2021.00074
(Site Address) (Permit Number)
Kiddie Academy-Tigard
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS: _ _
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
3 Cross section(s)and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. 3 Engineer's calculations.
Other(explain):
REMARKS' Foundation detail for on site light poles.
FOR OFFICE USE ONLY
Routed to Perm ntcian: Dater— s — Initials:
Fees Duetjj es ❑No Fee Description: Amount Due:
O•S )—)' p),„ r -v;v l t $
$
$
$
Special
Instructions:
Reprint Permit(per PE): ❑ Yes j<) No Done//0"Applicant Notified: ate: 07 1( L( Initials:
APPROVED REV OFFICE COPY
IS ION
7 1SED KIDDIE ACADEMY
TIGARD, OR
2 vpaO o1, 0 0 0 7 y STRUCTURAL CALCULATIONS
9 - - 2l
LIGHT POLE FOUNDATIONS: LP1-LP2
SKETCH: SK2
(4 PAGES TOTAL INCLUDING COVER SHEET)
September 14, 2021
PROJECT NUMBER: 190142.01
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EXPIRES: 12 31 j21 15895 SW 72ND AVE
1 SUITE 200
PORTLAND,OR 97224
PHONE:503.226.1285
FAX:503.226.1670
INFO@CIDAINC.COM
W W✓V.CIDAINC.COM
15895 SW 72ND AVENUE SUITE SUITE 200
PORTLAND,OREGON 97224
TEL 503 226 1 285 =AX:503.226.1 670
E-MAIL ;nfo@cidamc.ccm
. I< a r� kcac1 _ I ctO IN Z,UI LP I
au _ _
r fi�Gof G� - — — S4G 9/3/zt
Ord Ioad,h ovi l' k4 pp Ic,S ; Z: movn 'h�ncl
- (0,0oz56)(0. 3) ( 1,0) (a(35)(1 (97)Z = lZ, q ps-r
0,7 5 s/ f rz ec a{-eel troctzw-c
a$Scirne srvare foie
/D (z z, 53 _r-1)/(1-) > zs C = 7,0 ,,„ pole_
Use (¢ = 1, 4 a, (pc - IIy rokinciccl
load on -CxhJres
Ciz.q P5-0(0,95) (1 H) (0,75 -F--z) = l 2- Ib
G Cf
10061 o+n pole-;
( I z ,�i psf) (v,45)(2,0) (0, 3 3 f-6 = 7,3 el
pole D.)/ (Z) f;x s con1 1
V = Z ( iz lb) + (7. 3 pi-F)(zz. 33 `A7 lb
Ot1 = (Zy 1b)(22 > + ( I (03 10 (22,33
_ (S ;1? -(1-- 10 +( IS2-0 ff -1b) Z3u $ [-t -fj,
i Project Title: Kiddie Academy-Tigard
Engineer:
Project ID: 1980142.01
Project Descr: 1.-P7.—
Pole FootingEmbedded in SoilFile:c2.2.8.24
Software•.� '. ENERCALC,INC.1983-2020,BuiId:1220.8.24
Lic.#:KW-06006865 CIDA INC.
DESCRIPTION: light pole foundation
Code References
Calculations per IBC 2012 1807.3, CBC 2013,ASCE 7-10
Load Combinations Used :ASCE 7-10
General Information
Pole Footing Shape Circular
Pole Footing Diameter 16.0 in
Calculate Min.Depth for Allowable Pressures
No Lateral Restraint at Ground Surface Point Load
Allow Passive 350.0 pdVI
Max Passive 42200.0 psf
Controlling Values
zo
Governing Load Combination: +0.60W
Lateral Load 0.1122 k
Moment 1.414 k-ft ~
NO Ground Surface Restraint
,41
Pressures at 113 Depth
Actual 354.659 Psi li.
Allowable 356.173 psf a
Soil Surface No lateral rarstraint
N
I
' Minimum Required Depth 3.125 ft I
Footing Base Area 1.396 ft"2
Maximum Soil Pressure 0.0 ksf
Applied Loads
Lateral Concentrated Load (k) Lateral Distributed Loads (Mt) Vertical Load (k)
D:Dead Load k k/ft k
Lr:Roof Live k k/ft k
L:Live k kilt k
S:Snow k kilt k
W:Wind 0.1870 k kilt k
E:Earthquake k loft k
H:Lateral Earth k kilt k
Load distance above TOP of Load above ground surface
ground surface 12.60 ft ft
BOTTOM of Load above ground surface
ft
Load Combination Results
Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase
Load Combination Loads-(k) Moments•(ft-k) Depth-(ft) Actual-(psi) Allow-(psf) Factor
0.000 0.000 0,13 0.0 0.0 1.000
+0.60W 0.112 1.414 3.13 354.7 356.2 1.000
40.450W 0.084 1.060 2.88 320.3 321.7 1.000
LIGHT POLE PER ELECTRICAL
i'
ANCHOR BOLTS PER POLE MANUFACTURER
::I �
N5 I I
AI II II
II I I 0:clerk�) 0 VIP p
—i 0 0 ...e.
Z — ; _
N A
;-, N4'S VERTICAL (6) TOTAL
#4 ROUND OR SPIRAL TIES
16"0 ROUND CONC. PIER
ski.0 PROP
�� 410 2" CLR.
%�i ,, TYP
SN 1 14 +
44f coRD\ A A
EXPIRES: 12/31/21
9 LIGHT POLE FOUNDATION
S2. 3/4" = 1'-0"
r .,,S,
DRAWING TITLE: LIGHT POLE FOUNDATION DRAWING:
QJ PROJECT: /1
ARCNITECIURE15895 SW 72ND AVE SUITE 200 KIDDIE ACADEMY - TI611RD
L
VENGINEERING P O R T L A N D, O R E G O N 9 7 2 2 4 16145 SW UPPER BCONES FERRY RD
PEANNINcT E L 5 0 3 2 2 6 1 2 8 5 TIGARD, OR
NTERIORS SK FAX : 5 0 3 . 2 2 81 6 7 0 JOB: 190142.01 DATE: 09.13.2021
E:\adcadd\19\0142.01 Kiddie Academy — Tigard\Boones Ferry\Current\CAD\S2.1.dwg Sep 13, 2021 — 3:14pm 0 2021 CJDA INC. J.RKR11S Mama;