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Specifications (3) HZ'S ' I afghan associates. inc. 1 ne c y ENGINEERING FE 8 7° CITY G F 11G B�i■LpING p lv lslo � 1 STRUCTURAL CALCULATIONS PACIFIC CROSSROADS 1 BUILDING C • SW Pfaffle Avenue U Tigard, Oregon I auTu •k-• ■11,4ir 12077tul I ' :/1/ 1 �; .r : 15 2 O pi A. y � EXP fl S C7( n4' j U PROJECT #: A07202 DATE: December 13, 2007 1 PERMIT SUBMISSION 1 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1.97005 . 503.620.3030 i tel 503.620.5539 i fax w w w. a a i e n g. c o m r,.. ■ f AA I afghan associates, inc. ENGINEERING PROJECT: PACIFIC C A IC ROSSROADS. BUILDING C PROJECT No.: A07202 ' DATE: 12/13/2007 Table of Contents: Roof Framing and Wall Design. R 1 - R 22 1 Column and Footing Design. CF 1 - CF 7 Lateral Analysis L 1 - L 26 I I I 1 I 1 I I 4875 Sw Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 I tel 503.620.5539 I fax w w w. a a i e n g. c o m 1 1 rksi3OK 9049 4/.0 1 vanivbet4s I (f, t.5, ' wv,-‘ l.So v °-1 k).41 Welik1 : Iti ' ' � 1�,bo Wok 4 00 1 i 1 0 1 ee/fiw tit& rte, O. 0.tqi ) Yom' t ' i f tito I 1 1 1 111 AA I afghan associates, inc. bri, t✓ C„S VOINV S By: Date: L '' i OI 1 ENGINEERING C ^ n 4875 SW Griffith Drive Suite 300 I Beaverton, OR I 97005 Project No.: .1% / l !/ 503.620.3030 tel 503.620.5539 fax www.eaieng.com Sheet: of: I V 1 I f L,,I,- k(►-`t"')z T-1"' tAd 6 1 $ V1, (vp,k-trot y 3,A1 r, I , 1 WI.. ft AG) r- v -6' z u, or, • Cletvtu, K W I *Of elP191044v. WOK Vt. . t4. kz. ow/ etid4 I °„k 8 �. �- tthe] x art67 -2- 44,01 &r° ixe kt016; d 1 . L4 C-6 , 1 1 4 P1 4 71 _:vr41 /3 V I I WA mkCfltIA4 : \R 4l 6v Il 1 2 1 4^ till‘ CI V C. 41/ fg11/> . . c) 1 •" V 1 I I AA I afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith � Suite 300 � Beav OR � 97005 Project No.: 503.620 Drive I tel 503.620.5539 erton, I fax /� www.aaienp.com Sheet: a of: •�/ __ 4 4 1 4/ l Ordete 4 i VAW2 E VX i tom 1 k% Vtiet4:9 ( , • k 0 61 L . O -ike rlok f reef' cz lt? pi4ppecs f 1, 1, . � q,V,>^t, .. I 6V y" . a. it r - 4 t f waoP stuo 1 1. erg 1010C4) = 1'k ' t r/r • Ott WC VP • eth 1 I I I I ! - i /"AAf g h an associates, iec. By Date: ENGINEERING I Project No.: 4875 SW Gffith rive � u � Beavrton, OR � 97005 50 ri 3.620 D.3030 S tel 300 el 503.620.5 fax www.eaieng.com Sheet: of: 11 I I i I WALLFRAMING I STUD WALL DESIGN I TYPICAL STUDS CARRYING JOISTS: 2 X 6 DOUG FIR #1 1.5•in d = 5.5-in A := b•d A = 8.25 in I = 1350•psi = 1700000•psi = 1.15 ,= 1.3 I DEAD + SNOW: P := 850•Ibf I Ke: =1 I Ke •Le Le := 180•in SR := min((3•b d )) SR = 40 I KcE := 0.3 I = 0.80 I KcE•E FcE := FcE = 319 psi — = SR 2 I FC1: CD•CF•Fc Fc1 2018psi FCE FcE 2 FcE C := 1 + (Fc1) _ 1 + (Fc1) _ Fc1 C = 0.152 I I p 2•c 2•c c p Pcap := E •Cp•A P = 25381bf P I — Pcap =0.33 1 2X6 STUDS AT 16" ON CENTER I V- ik I I 1 WALLFRAMING I STUD WALL DESIGN I TYPICAL STUDS CARRYING JOISTS: 2 X 6 DOUG FIR #2 b := 1.5.in 5.5.in A := b•d A = 8.25 in Mn n� nM I ^F^.Cr:= 1350•psi &= 1600000•psi fr a .•= 1.15 a•= 1.3 I Fb := 900•psi Cr:= 1.15 Cp = 0.15 I CL- 1 DEAD + 0.75 SNOW + 0.75 WIND: 1 = 710•Ibf AM 1107 A fc = 86 psi FcE = 319 psi I . M FG= CD•CF•Cp•Fc FC1 = 308 psi 1 M:= 5220•in•Ibf I fb := M.6 fb = 345 psi 2•b•d Fb1 := CD•CF•CrCL•Fb Fbi = 1547psi I 2 fc + fb = 0.38 FC1) fc Fbl. ( FcE 2X6 STUDS AT 16" ON CENTER I I I I 6 I 1 vAAA, C ost,) ' • G , FCC/. Pow ' \ \- ‘m l4)' 6 og t ____W__ ei I ,ti - . \, IT 6t-0 ti ;16. I I 4 gt \ \__ .._ _ _ i_. *i• - a. WV' I No, I 4 ,,,I cr 1 I I 6, Z (-1449-0/) E k (05) J " n ft I- . I kv, 4. . c z - L2tii t. ; V1,% (2szA,o') I I I . 1 . I 1 a AA i I afghan associates, inc. By: Date: ENGINEERING I . Project No.: 4875 SW Griffith Drive I Suite 300 I Beaverton, OR I 97005 503.620.3030 I tel 503.620.5539 I fax � www.aaieng.com Sheet: t h" of: b' 1 I ¥ , yr m i a yo -6t- C VL' � s� 1- -kt P _ \,n. , (1?7Iti ) WlAv r - • 4,1,, .:i , 11: fsko , � coo sue c. Arc' ) � I 44h1,U C ®C � tvo t 15— ciovesv,4 t1 Lot. 4t/a -G� , MI, wrr 6 046 1 b„Q,V(2/. () . z 440 (CUD 9 VtleSeL MS1'Gk 1 ' I4 I I afghan associates, inc. By: Date: ENGINEERING 4875 SW Grffith Dri suite 300 Beaverton, OR 97005 Project No.: 503.620.3030 ve tel 503.620.5539 fax www.aeleng Sheet: of: I a I c : W I I . .. I I I 1 7 ti I Est m DO I l ' I I I I I / © AA I afghan associates, inc. By: Date: ENGINEERING I 4875 SW Griffith Drive 1Suile 3001 Beaverton, OR 197005 Project No.: 503.620.3030 tel 503.620.5539 fax w V. ww.aaieng.com Sheet: of: I i ,I 1 i yretycke , 4.6 clyiA% I ar. .r Oft2frJ '1(1 Cm T 7 I, A I _ IP I 5qdc - '5' I Or \'r - ws v.bk 4..1(,1 - I III . I I I I I ' - © /'1/'1 I afghan associates, inc. By: Date: ENGINEERING 4 875 SW Griffith Drive I Suite 300 1 Beaverton, OR 1 97005 - ' Project No.: 503.620.3030 1 tel 503.620.5539 fax www.aaieng.com Sheet: of: I I t t/ I c_v I 1 - (41 2z 1.1, '° I I I I I L I I a AA I afghan associates, inc. By: Date: ENGINEERING 1 - Project No.: 4 875 SW Griffith Drive I Suite 300 I Beaverton, OR I 97005 503.620.3030Ilei 503.620.5539 I fax www.aaleng.com Sheet: F of: I Y 1 . I Wat9ti' oft,dilf I I 5' 1.1.1V SvP 1); 1 1 l t5 � jiC ' S'�?J1 11. 42 , r9 1 1 1 /4,, Vic vvri, c I t. I lel' //,� cps , . i I 11 I r, lot 1 I I . I I 1 1 I A/'1I afghan associates, inc. �s By: Date: ENGINEERING 4875 SW ffith ve I Suae Beaverton, OR 1 97005 : I ra. Project No.: 503.620.30 Dri 30 I tel 503.62 0.5539 lex 1 www.aaleng.com Sheet: of: \ 1 n01/4) , : 1 1 ti"- i tAAC ta. 140' -1019 I 1 1 1 1 1 1111_ associates. inc. By: Date: ENGINEERING ' Project No.: 4875 SW Griffith Drive Suite 300 Beaverton, OR 97005 503.620.3030 I tel 503.620.5539 I fax 1 www.aaieng.com Sheet: j of: ✓ I I I 1014#4111\-# - -t't I I i 3f $ hii 1 i HI I PO, - sr I 1141 \,\ ��(��� ��° ,4-4- - 4.3,cr(s.z) _. 0, 11; tom. 1 1 1 1 A-Oti AA.L (.R7)z k klAj 1 . - "r .--:- 1'1 l o . 1 ^ I a fj, '' I 0 3 V' r s ''.. 1 k1 a Vo (0, 1 ‘,q0‘ , 1 7 4 ' 1.1 ', - c t- \kA 1 I c.., I I • AA I afghan associates, inc. ilk By: Date: ENGINEERING I 4875 SW K Su B, Project No.: 503.620.3030 Griih Drive tel ite 503.620.5539 300 eaverton I fax OR 97005 / � www.eaieng.com Sheet: of: "? 1 ChilkOokr G ,1 OVA-5 C 00'04 i! Kstol r^ C. 114 17G4171. wet' 1 )cVfc I 1 1 1 AA I afghan associates, inc. By: Date: ENGINEERING I Project No.: 4675 SW Griffith Drive Sulte 300 Beaverton, OR 97005 503.620.3030 I tel 503.620.5539 I fax www.aaieng.com Sheet: of:_ 1 1 fikkbiotp o • 1 4 .510 • 1 W1r,tit/ C 1 (,6‘ tf,C'0v2°I (1/1;1 • 1 64)(.21)) �o 1 V s (w)(d 5 ) /0110v Nk7 , k 194 • �oov� I 1 N 4 11,0NP 1 '- #2.0,0 1 1 1 1 I / AA I afghan associates, inc. By: Date: ENGINEERING 1 4875 SW Griffith Drive I Suite 3001 Beaverton, OR 1 97005 Project NO.: 503.620.30301 tel 503.620.5539 I fax www.aaieng.com Sheet: t i ! 1 foeirt^ 12 1 v rcb ^td 2b' N 1 'cep 1 1 s -ALK 1 left° ezo V� L'Lt �'6I 1 0,) v % ,; 1 e Nf 0\4 CA, - -o t Z o C 4Xtisw) 1 1 , " CA1-Cc7`1C1D L 1zt./X 1 & - cos ozZltP46 1 1 1 I Ilk AA I afghan associates, inc. By: Date: ENGINEERING I Project No.: 4875 SW Griffi Driuite eav 503.620.th 3030 ve S I tel 503.6 B 20.5539 erton, I tax 1 97005 L www.ealeng.com Sheet: of: teb 1 s ' tl' Ccc I I ( � I f rv( 1 (1/)c.5 P • I 1 6-= s ( ti)Ci &'W Ccv cf.19(c 4-- 291 r &Li s t CS4 1v` L = Y ) I AA I afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Drive I Suite 300 I Beaverton, OR I 97005 Project No.: 503.620.3030 I tel 503.620.5539 I fax www.aeieng.com Sheet: of: 1 i G ' j(: gt1 6= kit ev Z7/; 1- 61(0. 0/ tqV919/ Mb 1 Y + 1 C -, fi=r l9� t f 1)--t elf) EV141,/n 4 46 I 6, s -Lebx. 41 c A I I AA afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Driv � Sulle 300 � Bea, OR � 97005 I Project No.: 503.620.303 0 let 503.620.5539 verton I fax www.eeieng.com Sheet: Of 1 1' colv s - Vw lartZ � -A d V evict -% kl9 ' fiv? 14 , (,'n k W) ao rvitvil) -L4 C, 4)( 15 1,-, o_Aao ■ kv?X 1 'C cvtAr. X0 t 9- - 24k#140142. Ylvvilcicki 6 5,7c1 tt--1 1 1 1 I 1 I a AA I afghan associates. inc. By: Date: ENGINEERING I 4875 SW Griffith Drive Suite 300 Beaverton, OR 97005 Project NO.: 503.620.3030 tel 503.620.5539 I fax Q www.eeieng.com Sheet: ` of: l I i - f Iv` W I `4" AG,PaAAC: /143 - - 0 i I J, : r I are c (' zz ,>it ; 440 1i' "L- i bw a ci0 %Vo ctri.) - I d 7 0 , Q0100,4013 i Z1v ) 3 l ykek,Iss I I Vkol& c7 ton,019-\ I - I a, a- 142 % 11, I I I 1 I AA I afghan associates, inc. By: Date: ENGINEERING I 4875 SW Griffith Drive I Sufte 300 I Beaverton, OR I 97005 Project No.: 503.620.3030 I tel 503.620.5539 I fax � n www.eaieng.com Sheet: T of: , (■(J r r PAILA/MIC 0 r ' g.eief ?WNW I i V 4 r * ( Cr1,60iT3 G t ��� 1 17 11k• foot f °e° r t Cw4 V. , r r r I r 1 ' AA I afghan associates, inc. By: Date: . ENGINEERING r 4875 SW Griffith Drive t Suite 300 t Beaverton, OR t 97005 Project No.: 503.620.3030 t tel 503.620.5539 t tax ^ 1 www.aaleng.com Sheet: of: t i Plr G , i I I a1- ctiv ‘ ( 1 4 1 ' w49 1 2. vtfe,3 - stot (Wa6-011 tz r, l I C ( vC "L v') I .. e tt7 0 - Vie te M _ S v(o I t 1 VO 610.1 10. 0 I I l ryk A L (ri' - I I I I I ' AA I afghan associates, inc. By: Date: ENGINEERING 1 4875 SW Griffith Drive Suite 3001 Beaverton, OR 1 97005 Project NO.: 503.620.3030 I tel 503.620.5539 I fax n www.aaieng.com Sheet: r of: I I I i ( 1, 44ti• fielnek t) , i1u1 ?1*6 b . -c(chtr l 1 kd V z Ii . ► s 3 T YS X. ((' - II I I I I I I I AA I afghan associates, inc. By: Date: Il ENGINEERING I 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 Project No.: 503.620.3030 tel 503.620.5539 fax www.aaleng.com Sheet: 6 of: I I I COLUMN DESIGN I COLUMN HSS 5 x 5 x 3 / 16 : COMBINED LOADING (MAX AXIAL): I Kstrong 1 EFFECTIVE LENGTH FACTOR Kweak:= 1 Lstrong 15•ft UNSUPPORTED COLUMN LENGTH Lweak 15•ft I KLstrong = 15 ft EFFECTIVE COLUMN LENGTH KLweak = 15 ft I LOADING: Ax := 33.5.k Mz:= 1•k•ft M 0.00•k•in I PROPERTIES: HSS 5 x 5 x3/16 = 3.28•in bf:= 5.in tf:= 0.1875•in d := 5.in Af:= bf•tf Af = 0.9381n I 12.6•in l 12.6•in 11 SZ= 5.04in Sy= 5.04in • rz= 1.96in r 1.96 in rmin= 1.96 in 1 {(KI-strong KLweak SRmin := ma )) SRmin = 91.8 SLENDERNESS FACTOR IN PLANE OF BENDING ' z Y 12•n I Fe 23•SRmin 2 F = 17.71 ksi EULER STRESS DIVIDED BY FACTOR OF SAFETY 2n II ft SRmin ( 1-2 R 2 /ft 12.7c Cc :_ Cc = 112 R := Fa := if R < 0.500, — �I 2 C c 5 + 3 R - R 23•SR 2 3 4 min A f a := A fa = 10.21 ksi AXIAL STRESS Fa = 16ksi ALLOWABLE AXIAL STRESS M fbz:= SZ fbZ= 2.38 ksi BENDING STRESS Fb 30.36ksi ALLOWABLE BENDING STRESS STRONG AXIS I M fby := y fb = 0ksi BENDING STRESS Fb = 30.36ksi ALLOWABLE BENDING STRESS S WEAK AXIS INTERACTION = 0.72 G I I BUILDING C I COLUMN DESIGN I COLUMN HSS 5 x 5 x 3 / 16 : COMBINED LOADING (MAX COMBINED STRESS): Kam= 1 EFFECTIVE LENGTH FACTOR Au,* 1 I hclUng;= 1 5ft UNSUPPORTED COLUMN LENGTH A.4.00 15•ft KLstrong = 1 5 ft EFFECTIVE COLUMN LENGTH KLweak = 15 ft I LOADING: I = 24•k = 5.75•k•in 1 = 0.00•k -in PROPERTIES: HSS 5 x 5 x 3/ 16 I 4:= 3.28.in Z= 5-in X= 0.1875•in d.• -- 5-in = bf•tf Af = 0.938in = 12.6-in w r y = 12.6.in 4 Sz= 5.04in Sy = 5.04 in 3 I r z = 1.96in r 1.96 in rmin = 1.96in := maxi I KLstrong KLweak J I SRmin = 91.8 SLENDERNESS FACTOR IN PLANE OF BENDING I l` J I 12 a 23•SR 2 F = 17.71 ksi EULER STRESS DIVIDED BY FACTOR OF SAFETY min 111 i 2•a SRmin (1 - 2•R 12.7r 2 •Es = Cc- 112 R := F = if R < 0.500, — ft 2 Cc 3 + 4R - R 23•SR in m' I A x ARij= A fa = 7.32 ksi AXIAL STRESS Fa = 16ksi ALLOWABLE AXIAL STRESS I Mz fbz= 1.14ksi BENDING STRESS Fb 30.36ksi ALLOWABLE BENDING STRESS = -S STRONG AXIS ' = fby = Oksi BENDING STRESS Fb = 30.36ksi ALLOWABLE BENDING STRESS Y WEAK AXIS INTERACTION = 0.52 1 1 i , COLUMN DESIGN ' COLUMN HSS 5 x 5 x 3 / 16 : COMBINED LOADING (MAX AXIAL): AXIAL LOADING K:= 1.00 EFFECTIVE LENGTH FACTOR 1 / 6= 15•ft COLUMN LENGTH KL := K•L KL = 15 ft EFFECTIVE COLUMN LENGTH ' COLUMN LOAD: ' PC1 := f (12.5 21 33.5 )•k USE HSS 5x 5x 3/16 Pallow := 51 . 2 •k IC:= PC1 IC = (0.24 0.41 0.65) 1 Pallow 5.in dc := 5.in COLUMN DIMENSIONS I • . BASEPLATE DESIGN: _ N:= 11•in B:= 11•in fp := P BIN 2 fp = 277psi < Fp = 1785psi min((N — 0.95•dc B — 0.8•bf)) m:= m = 3.13in 1 2 3•fp•m treqd 0.75•fs treqd = 0.47 in I = 0.5 USE 5/8" X 11" X 0' -11" BASEPLATE WITH (4) 5/8" DIAMETER ANCHOR BOLTS 1 I I..C? tki FOUNDATION DESIGN COLUMN HSS 5 x 5 x 3 / 16 : COMBINED LOADING (MAX AXIAL): q := 2 DESIGN SOIL PRESSURE (ksf) - SEE NOTES ON FOUNDATION PLAN PC1 = (12.5 21 33.5 )k COLUMN LOADS I tr b := rounds I PC10,2 •ft b = 4.5 ft WIDTH OF FOOTING b := 4.5•ft qa•k Afootg b Afootg = 20.25 ft AREA OF FOOTING 1 1.2•PC1 + 1.6•PC1 0,0 0,1 qu := qu = 2.4 ksf FACTORED PRESSURE Afootg h := 12•in DEPTH OF FOOTING d = 8.5in DEPTH TO CENTROID OF REINFORCEMENT STEEL ' b0 := 2.[N + B + 2•(d - m)) bo = 66in CRITICAL SHEAR PERIMETER (PUNCHING SHEAR) A (N +d- m)•(B +d -m) Ao= 268in PUNCHING SHEAR: ' V qu - A V = 44.1 k Vu ¢V $ = 104k IC:= Luc IC =0.43 ' ONE -WAY SHEAR: b bf m ' xows 2 - 2 - 2 d xows = 14.4 in = qu.(b.xows) V = 13k V _ � d•psi OVc = 52k IC := P V C IC = 0.25 G I I 1--� I 1.,',, ,c., 200 �0 kt L.. 0- � I b' ‘. I '129196 .-z, 0b n 1 n I,1. M� I 1 V�1' 9 V V 1 av I C` -)` 1 . tv-v. “. (W6 00 I eli sL I . I AA! afghan associates, inc. By: Date: ENGINEERING 1 4875 SW Griffith Drive I Suite 3001 Beaverton, OR 1 97005 Project.No.: 503.620.3030 tel 503.620.5539 fax www.aaleng.com Sheet: 6 of: 1 I • • WilF4V 03004 ; ■ OvuotAtc c,•- I , 1 ‘toktrt i um 1 1,49 opic i e of tL atMlil, - 2 11,00V ci)c,x) • wo cort-- oft 0-09-to - (deo to I- x) le G7 1 .4:11reo- 4 "_.;11151114M J:441' I , 1 ..-.1 ...- I 1 A t--- _ —4 . I 'r.: " ■ 7 41 1 I 8 II II 9 10 .1 ' IP I II I I - - -- ' I I I I I I I -7-eJ --u - , 1 fr 4 -c-vR tialu_. - . '2,(2ict2 / 1 I . I 1 . . 1 1 1. I :\ Ilt I I 1 , 1 o IIIIM II ' , i ' 1 I II II II I V '0 II II II I I I I Nivrt - soy Ityl, PlAtilk&A/- .4 ' vv ( Oa IOC LteA) b 6 I WA r I D 03 fistii°b" c V v ite er 41(9. u)( ( i AAI afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Drive [Suite 300 1 Beaverton. OR1 97005 1 Project No.. 503.620.3030 Ile! 503.620.5539 1 tax . • . www.ealeng.com Sheet: L of: I 1 W1 VlaFi 't N i 1( C6) 2 ( CO 1 n mio _a- - n �r -' F � F � 1 I k h. k I I { h.Q - ,. ‘1 r I - I p I \ _ t I ilejtk I 1 4 0t ,� _ hi o�.� _ . 5 ,� 1 ! � y34e7C2 - I% .. 1 r ; AO ST CAtta S lc*? Acisc I t pv bt.6,c, tik sr 1 I I C., , . ��,)CS►e) , kttir, (-- I -- - - .. pv af RCS- II V-"t rolt -j ; -1111 = C1‘ 'J_1:171) ,.... 4, >• et, , P .. CV) Clk ,1 , t AA I afghan associates, inc. By: Date: ENGINEERING I 4875 SW Griffith Drive I Suite 3001 Beaverton. OR 1970 • Project No.: 503.620.3030 I tel 503.620.5539 I fax www.aeieng.com Sheet: L' - of: I I n . I . 111 rT ( ° i"- — _ — `_ I @ , . . . ........ ..:. _ .. _ . ....... , I ^� 1.b� y t V e v o 4) (e 4 et -' L 8' 00 . 6 - 1 W .: - ter i c,..1,\G 1 kk Z ko g V ', v.s tiii/b I ti = 0.2,1 cs . 0..7,01‘ e _ ., „,i10 Q-w 'fiVRAC, 1 I r1 VGO 6/ `/ ✓ L I I . I I I I AA I afghan associates, inc Date: a inc. B y. D ENGINEERING I 4875 SW Griffith Drive I Suite 300 I Beaverton. OR 1 97005 Project NO.: 503.620.3030 I tel 503.620.5539 I fax www.aaieng.com Sheet: Of: • 1 1 1 6 1 lAelvgiv C 1 k. ' 6y Cixtv . Cam) - 1,161/4/0 = kfoo ND tier ofkAPT @ ti 1 0 l 620 • 1 114 rb' cfy k.,n ttiS 1 5l .1"n. 1 yu � 1 i 1 i . I Ar'1 I afghan associates, inc. By: Date: I ENGINEERING 4875 SW Griffith Drive I Suite 3001 Beaverton, OR 1 97005 Project No.: 503.620.30301 tel 503.620.5539 I fax www.aaieng.com Sheet: ' Of: I t' t 2A , ' w t4 ri 1 V7 b° 1 IPP r'4 1 1 ` C I ' �7bv I /1/'1 I afghan associates, inc. Al B Y : Date: ENGINEERING I 4875 SW Griffith Drivel Suite 3001 Beaverton, OR 1 97005 Project NO.: 503.620.3030 I tel 503.620.5539 1 fax �" www.aaieng.com r Sheet: 4 of: o I 1 W - 9t1lJV'0'► C� - vioknk . - 1 _,_d . (kz)bc0t5 k--°J1 qe- . vtit= 64ev A-Ger , 4,22t6o`°wo. /cy 6 t,20 1 . toy,. vs et vcc Midi a 3 (7010 -61Zd) _ 1361- (,fit. 2 P�) ( , ;;ti ` �A�ao I II - CQ6 -(A. 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