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Report PORTLAND15895 SW 72ND,OREGON AVENUE,7 9 SUITE224 200 f-y TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info©cidainc.com KJ(fi Acac� I '10IH 101 LP I � PaolEcr NAME N:, S-eF* V _ _ -t- j �G of-,4 s S4G o.,� 1//3/41 Li i-\ i 106(6(0.1 ail f les ' Z 7- 1 w, c/ = (o,co .)(0,63) ( I t Cots (l, (97)z _ I2- cl f6C kd j V 0,7 S sq ft prat)ec4'd areci tAxhiteC assvr,-,e "spve role /D _ (2-a,33 --f)/(1-i > ?ems -- CF = 7,0 ov, pole. Use C.,(. = 1, 4 Id+ -Fixers (p ,al►y ro�nc/eJ Iood on -(ix s : ( 1 Z,q s-()(O,5 5) (11 H) (0,75 11 112 load on pole; ( I241 s.c) (0,45)(z,o' (0, 33 -fb = 7,� COI c p Foie, (»7 62) -( xis C(jhko Y + (7,3 pl ))(Zz, 33 i-{-) = Is7 i), _ )( ( ) 16) ( 33 fl zg 0-- J ) + ( I82 -cf -lb) = 2=5 ft he ' (z3 ) /(17 (b) - I Z, 3id 0� see P rrw� A- r . n `� ok, Project Title: Kiddie Academy-Tigard Engineer: Project ID: 1980142.01 Project Descr: Pole Footing Embedded in Soil File:caTcs.ec6 Software copyright ENERCALC,INC.1983.2020,Build:12.20.8.24 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 24.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 350.0 pcf Point Load Max Passive 4,200.0 psi Controlling Values Governing Load Combination: +0.60W Lateral Load 0.1122 k `O Moment 1.414 k-ft NO Ground Surface Restraint iv Pressures at 1/3 Depth Actual 307.564 Pal Allowable 308.460 psf Soil Surface _ No lateral restraipt I rn Minimum Required Depth 2.750 ft I •`" Footing Base Area 3.142 ft^2 Maximum Soil Pressure 0.0 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Vertical Load (k) D:Dead Load k loft k Lr:Roof Live k k/ft k L:Live k k/ft k S:Snow k k/ft k W:Wind 0.1870 k k/ft k E:Earthquake k k/ft k H:Lateral Earth k k/ft 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-(psf) Allow-(psf) Factor 0.000 0.000 0.13 0.0 0.0 1.000 +0.60W 0.112 1.414 2.75 307.6 308.5 1.000 +0.450W 0.084 1.060 2.50 278.2 278.7 1.000 LIGHT POLE PER ELECTRICAL —ANCHOR BOLTS PER POLE MANUFACTURER FINIS GRADE \ ITy T? NV R1 ti \ II II I( II N II II II 11 0:Ra•66 ll..„.,_J1 O 000° 0 O a•& Xji 1 A i N #6'S VERTICALCITOTAL #4 ROUND OR SPIRAL TIES 24"0 ROUND CONC. PIER Sot U C T U R614 (p) PROP cb l r1®11101 0 N CLR. S�Mf 1. �pg\� TYP COR A A EXPIRES: 12/31/21 s LIGHT POLE FOUNDATION S2. 3/4" = i'-0" Q , DRAWING TITLE: LIGHT POLE FOUNDATION DRAWING: O1 91', PROJECT: /1 R ARCHITECTUREIS$9S sw 72ND avE SUITE 2Do KIDDIE ACADEMY - TIGARD L 16145 SW UPPER BOONES FERRY RD S K U ENCNEERiNcPT OE R LT 5D,0 3 2 0REG2 O6N 91 72 2 8245 FANNING TIGARD, OR INTERIORS JOB: 190142.01 DATE: 09.29.2021 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 E:\odcadd\19\0142.01 Kiddie Academy — Tigard\Boones Ferry\Current\CAD\S2 1.dwg Sep 29, 2021 — 10:33am © 2021 C1Dq INC.ALL RIGHTS RESERVED 1