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Plans tj • RE Opus Architects & Engineers, Inc. r 2001 11411 10350 Brett Road West G1�Y 6 4 F TIG , $ t p N OPUSrne M innetonka, Minnesota 55343 M n` °Gd�V 952 -656 -4444 Fax 952-656-4529 li STRUCTURAL CALCULATIONS • FOR BUILDING PERMIT FANNO CREEK PLACE BUILDING C TI • : GON • ED: N Off CITY OF GARD f ? , P-P , Conditionally Approved.. • [ • �., , Lew Follow......«......... [ r' E. L Attached .......... ( E XPIRATION DATE: 12 -31 -01 ► 1J' PREPARED BY OPUS ARCHITECTS & ENGINEERS, INC. JUNE 14, 2007 OFFICE COPY Opus Architects & Engineers, Inc. is an affiliate of the Opus Group of Companies — Architects, Contractors, Developers Chicago, Columbus, Dallas, Ft. Lauderdale, Milwaukee, Minneapolis, Orlando, Pensacola, Phoenix, Sacramento, San Francisco, Seattle, Tampa, Washington D.C. Structural Calculations for Fanno Creek Place Building C Table of Contents 1. Site Sign Design Sketch 1 2. Site Sign Structural Calculations 2 -- 4 • Projec t Tann° Creek / � A opus. Date Co-14-07 Opus Architects & Engineers By SIT Sheet of ' I • i i i , . i I . i . i T _ - ! i ! I i i i i • ' , I I 1 ' I . . i I 1 I i , ; I 1 : I t i 1 A 7 I ' j j , , , i I ! I i I i 1 I I I r 0 i i t� I i • i E rhbed I "Mil i j ' (41bTA0 1, i i i • , • I { 1 • a , . � ;,•:. :;i :. I • . 7 ' ",• `„'- ', ; •. :', ; ':' l.)'1 I , I Pte ,-._ .._ r - .r . _ - ' � • __._ ' j : 1 '' �� ` �' L ; -- - ` ' - - -.... 1. " : /_ iii i ! I • 1 i I • i i I I 1 r, ' s 3 4 _&,t4/./1(4!..31# . i i I r' i . ' E f, w/ 3 SEwi 1 J. - -- -' - - -' -I - „ I i j t • I I i ---f-- - I 1 i 1 , I I I t • • ; • I • - Oki I • r {e S,gr , I • ; i i . I i I , • i i i i : I I • OPUS. Project C ree Z Date C -14 " cri Opus Architects & Engineers By � I Sheet 3 of • ; i i i i i : 1 ! � I j ! ; ! ! ! ! i I ! i : i i i I - -I - -- :i: +w LOP \t:0 i 17 QS`j i ! ! i� I i 1 i S Gig - Q <�� t" i I ; � i i N 1 : I ! i i i C{' = (X5 I 1 ; 1 I j , ?1-107 J _ - i' I I I 2. q92' 59,E • : • ! • ' ! 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E '+0R i w. bo+. , I i • • i i I i i i i .... ... _.. ...._ ... _... _. _.... j . ........._.._ __ __. _ —._ _ __ ._ L • i 1 � I 1 • ! 1 1 • • Title : Job # Dsgnr: Date: 3:12PM, 14 JUN 07 Description : Scope : 1 Rev: 580002 Page 1 ' User: KW -0600088.Ver 5.8.0. 1- Dec -2003 General Foot Analys 8 Des (c)1983 -2003 ENERCALC Engineering Software • Description Fanno Creek Commons - Site Sign Footing _ General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Allowable Soil Bearing 1,200.0 psf Dimensions... Short Term Increase 1.330 Width along X -X Axis 4.250 ft Seismic Zone 4 Length along Y -Y Axis 4.250 ft Footing Thickness 36.00 in Live & Short Term Combined Col Dim. Along X -X Axis 2.83 in fc 3,000.0 psi Col Dim. Along Y -Y Axis 2.83 in Fy 60,000.0 psi Base Pedestal Height 12.000 in Concrete Weight 145.00 pcf Min Steel % 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 1.123 k ...ecc along X -X Axis 0.000 in Live Load 0.361 k ...ecc along Y -Y Axis 0.000 in Short Term Load k Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Moments... (pressures © left & right) (pressures © top & bot) Dead Load k -ft • k -ft Live Load k -ft k -ft Short Term k -ft 3.640 k -ft Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Shears... (pressures @ left & right) (pressures © top & bot) Dead Load k k . Live Load k k Short Term k 0.730 k Summary N Footing Design OK 4.25ft x 4.25ft Footing, 36.0in Thick, w/ Column Support 2.83 x 2.83in x 12.0in high DL +LL DL +LL +ST Actual Allowable Max Soil Pressure 517.6 1,030.3 psf Max Mu 1.245 k -ft per ft Allowable 1,200.0 1,596.0 psf Required Steel Area 0.778 in2 per ft "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn 'Phi "Y Ecc, of Resultant 0.000 in 8.420 in 1 -Way 0.000 93.113 psi X -X Min. Stability Ratio 3.029 1.500 :1 2 -Wa 0.242 186.226 psi Y -Y Min. Stability Ratio No Overturning Footing Design �_ .-,. • . .. y._ • .>,> -.. . -- :.:a; -. _.-.. F . :aS:�cT.:v: -;:.: •:!:: ?_.e?•.:T?.:.t:1M 1Cal:S:>:� = ,•a .'^ - ^a. 3. .',-% : " ^'- ."L- ,` - ar�sc- :xesr - ca- --zcie Shear Forces ACI C -1 ACI C -2 ACI C -3 Vn • Phi Two -Way Shear 0.24 psi 0.23 psi 0.11 psi 186.23 psi One -Way Shears... Vu © Left 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu © Top 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu © Bottom 0.00 psi 0.00 psi 0.00 psi 93.11 psi Moments ACI C -1 ACI C -2 ACI C -3 Ru / Phi As Rep'd Mu @ Left 0.24 k -ft 0.23 k -ft 0.11 k -ft 0.3 psi 0.78 in2 per ft Mu @ Right 0.24 k -ft 0.23 k -ft 0.11 k -ft 0.3 psi 0.78 in2 per ft Mu © Top 0.24 k -ft 1.24 k -ft 0.74 k -ft 1.3 psi 0.78 in2 per ft Mu © Bottom 0.24 k -ft -0.78 k -ft -0.51 k -ft 0.8 psi -0.78 in2 per ft • Title : Job # Dsgnr: Date: 3:12PM, 14 JUN 07 Description : Scope : 4 • Rev: 580002 Page 2 User: 088.Ver5.8.0.1- Dec -2003 General Footing Analysis & Design (c) 1983 - - 003 3 ENERCALC Engineering Software__ -T ___ ��_� .��,� _ - -. .� • _tea . u e . Description Fanno Creek Commons — Site Sign Footing Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 517.61 517.61 517.61 517.61 psf DL + LL + ST 517.61 517.61 1,030.34 4.88 psf Factored Load Soil Pressures ACI Eq. C -1 730.64 730.64 730.64 730.64 psf ACI Eq. C -2 724.02 724.02 1,441.22 6.82 psf ACI Eq. C -3 447.46 447.46 890.70 4.22 psf A CI Factors (per ACI 318 -02, applied internally to entered loads) ��� ACI C -1 & C -2 DL 1.400 ACI C -2 Group Factor 0.750 Add'! "1.4" Factor for Seismic 1.400 ACI C -1 & C -2 LL 1.700 ACI C -3 Dead Load Factor 0.900 Add"! "0.9" Factor for Seismic 0.900 ACI C -1 & C -2 ST 1.700 . ACI C-3 Short Term Factor 1.300 ....seismic = ST " : 1.100 Used in ACI C -2 & C -3 • • • • • • .., I " �� ' "V- 1 g AZ ofg 1 1 I . . 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I MI WISER CM ff III March 23, 2007 RpELT MAGER ® Sign Section Street Elevation a Side Elevation 0 Rear Elevation Sign Section °"a"'" A1.2 ® JRB o¢d®n JRB • Errors may occur In the l elmadaslon of elect,m0 Ms. The Opus m,pmdes on not 14:4- responsible for any Balms. damages or rat,t ry t % CO G.Tra expenses adrift mad Ma maWtctbed we ?M row 7y ra',q mi � d she Information contained In .Ixwdo Mnw -1Mrm nlo9. —1.111.11M marmot WI. toad I IP.l� a craw tub • Electronic files may not xwmtefy rolled NIA IN 'NI 1 IN '®'" IM 01 responsibility of t 00n15 user to verify all layouts. di and other related „,ill yyip.P easga yyl p.aasrdge I • 7.4 ta • This document may not tW used or 1 Woad eT Metal tMMO try O I a _ band, em Woa O Easd,dusv mew • mhrm - I l L 7b pbo I1 dpplad wit/lout ut pr written consent. W..ltm tow. I L . 51 L.* lyoWu mom I __ 1 oaiye nserow ttlyve+.rTl I Tle,w -m:hrm I 1 Warm! 'MY Owl IN IN mama y MI — ff — IN ;J � l� ) I J �m�a.° ,h P.M 11t I.J1� , EOM Ril6o. ll{I1 a•4 s.Ngn '' TT �� II .a Bd o d ,r IWO•1 p/ � Opus, Northwest L.L.C. ® Sign Section Ale Sign Section ® Sign Section /.O,q A MO SI IVO be. 1.5 1 (707) 111 -1113 (761) 111 -013 b t ROW Fanno Creek Place 1 C'D' Tigard, Oregon SHEET mu Signage • OPUS° FANNO CREEK PLACE SIGNAGE 3/4” = 1' -0" Details I Opus Architects & Engineers, Inc. Tigard, Oregon MUMS H A1.2 November 2007 Fanno Creek Place 1 t 1 t . 1 --/-- - 1 . , ! ! 1 . , 1 <---' ----- I . — ' - ' ..-- \ 61 1 , L cc ill il 0 , 11 I . 1 .._......_..... / .A. Q..._,... ,„______ _ .•• \ . : • . _ : . . . . : .; ! K _ ) -- •-• .•_•••••- _-- 1 : , 1 i 1 1 1 ---- • / NEW SIGNY,.._ i 1 . : . : : , : . . : . ! ! z_ • • ; ---- f i l lii I I 1: H . . _ . . . . . . • • I 1 . 1,1 i 1. 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