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Specifications (2) _ .__ . „ I 2 ors cp .' ® — i a - ENGINEERING RECEIVED I FEB 2 2 2008 CITY OF TIGARD BUILDING DIVISION 1 STRUCT URAL CALCULATIONS 1 . d EOSSROADS I PACIFIC 1 I BUILDING A I SW Pfaffle Avenue i Tigard, Oregon 1 4y " (�I�C � P ad G ` 6. 1 '\ S r �G I ExP'riL :. - I PROJECT #: A07202 I DATE: December 13, 2007 I PERMIT SUBMISSION ,I _ 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 . p I 503.620.3030 I tel 503.620.5539 I fax w w w. a s i e n g. c o m a ai AA I afghan associates, inc. ENGINEERING PROJECT: PACIFIC CROSSROADS: BUILDING A PROJECT No.: A07202 DATE: 12/13/2007 Table of Contents: Roof Framing and Wall Design. R 1 - R 24 ' Column and Footing Design. CF 1 - CF 10 Lateral Analysis L 1 - L 29 I I I I 1 I I 1 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 I 503.620.3030 I tel 503.620.5539 I fax w w w. a a i e n g. c o m 1 rPkiviiikV We , PV1A9 /L. WeiV14414i Age t ii/w 1 - sTt 144 Wore k•1 1 4,9174P7 (t (6 t . 4 * - " J 1 th tidla .1 1 11.26, 1 I I 1 1 Ilk AA I afghan associates, inc. ?WI( G, G pp CAVOWS By: Date: 1 OAP 1 ENGINEERING � � `A A Project No.: 0 1 V / I 4875 SW Griffith 0 Beaverton, 503.620.3030Itel Drive Suite 503.620.5539 �fax OR 1 97005 www.aafeng.com Sheet: of: I c1-16,) ad's-' I is tqM ybbtittt' Wvo 6vt ° 1 I ‘,4 4 , 0 k(t.1 -tk-,oc's Lo l 0 1' -T I - ko , �o - WI' I kAd 0 c;1 -- 11.01] x 0-1V,, 4 ' V4 - .• *4( ti- -1,a k eta. 1 p i,, ? 1,1 (1.441b) z &, 4 \.4 2 I 'u I w/t 0-4-041 }' s `Q -'f la 61, ta �j F1+' i tri .'fD( t q 2 1 `0 6a') e by i r I I I © A A I afghan associates, inc. By: Date: ENGINEERING 4875 SW Gri fith Drive Suite 300 Beav OR 97005 Project No.: I 503.620.30301 tel 503.620.5539� ex Sheet: ',, of: '7 www.aaieng.com __ 4W Vriteietl 9 wto t t,1 WC (0 elf, , 1 144,,f,• 1 k k6' ' -a nti [t, weU, s 4 Q (1, t 1 c 't) ti P 1s , fry e,1 t r • 1 Leo stvv5 1 Et,t - ' � eitmet pt- o1 ( p floc( tom RUM � j rv) (0)) _ oc (09 I 1\. 1 I 1 I I AA I afghan associates, inc. By: Date: Ilk ENGINEERING Project No.: R 4875 SW GfTit � S00 t Beav, R 503. rl62h 0.30Drive 30�tel ulle 3 503.620.5539�taertonO 197005 Sheet: n www.aaleng.com 1`` of: I I WALLFRAMING STUD WALL DESIGN TYPICAL STUDS CARRYING JOISTS: 2X6DOUGFIR #1 bb: =1.5•in 1 =5.5•in =b•d A = 8.25 in 1350•psi = 1700000•psi= 1.15 ,j= 1.3 ' DEAD + SNOW: P := 850• Ibf Ke := 1 Ke•Le Le := 180 in SR := min((3•b d )) SR = 40 KcE := 0.3 I ' = 0.80 KcE•E FcE := 2 F = 319 psi SR ' F C CF•Fc Fc1 = 2018psi (FcE 2 FcE C := Fc1) _ 1 ( Fc1 _ Fc1 C = 0.152 ' p 2•c 2•c c p Pcap := FC1 .Cp.A Pcap = 2538Ibf I P . = 0.33 Pcap 2X6 STUDS AT 16" ON CENTER • k i WALLFRAMING ' STUD WALL DESIGN TYPICAL STUDS CARRYING JOISTS: 2 X 6 DOUG FIR #2 b 1.5•in = 5.5•in A := b•d A = 8.25in ' F�.= 1350•psi ,F= 1600000•psi Cam= 1.15 = 1.3 ' Fb := 900•psi Cr:= 1.15 Cp = 0.15 CL = 1 DEAD + 0.75 SNOW + 0.75 WIND: P := 710•Ibf 1 p = A fc = 86 psi FcE = 319psi I nF 4sll = CD•CF•Cp•Fc Fc1 = 308 psi M:= 5220•in•Ibf fb M•6 fb = 345 psi 2•b•d Fbi CD•CF•CrCL•Fb Fbi = 1547 psi 1 _ fc + fb = 0.38 (Fci) fc Fb1 1 - — FcE 2X6 STUDS AT 16" ON CENTER I I I WA, t4 1 ryi , I ti . \,, \ 11' orlA 4k-.0 / 1 ) i— %;.1..ct9 I 1)-V 'q°,-K \INLeficf I Ow-fp) C kie ( 7 4-' N I L I I I I . I ` 6 AA! afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 Project No.: I 503.620.3030 I tel 503.620.5539 I fax /„ www.aeieng.com Sheet: of: ((/ 1 VAKID z 611),-0- . 1 , c ( s = P P - \ice , c[27l ti ) I>T- 1 __, 64, 17,140 4 ; - , =1 qAjp x �� � 6C S ukesal ai A ( f 6(1140 w C AVioN t,3fi1 (S' 6'V4 -i 1 � 1 1 -14-°19' 2°11 U.(0. --I A r) s ° ' F War ICI-°�L2��y 4` rI,Y��6tJ t I ���' `� L % z 4 0 (, 5660 . k�1 1 I Ilk /'1/'1 I afghan associates, inc. By: Date: ENGINEERING 4675 SW ffh it Dri Se 300 t Beaverton, OR t 97005 Project No.: 1 503 ve t tel uit 50 t fax www.aeleng.com Sheet: of: 1 I 1 I I. 1 k ov I vc--5 : W I 1 I I 15 iet/- . I , 91\10600 Pt h DO- 1 _ 1 1 I 1 I . I I 1 I AA I afghan associates. inc. By: Date: ENGINEERING I 4875 SW Griffith Drive l Suite 300 1 Beaverton, OR � 97005 Project No.: 503.620.30301 tel 503.620.55391 fax • www.aaleng.com Sheet: of: I . i i I yr U4 s 4 - I t>,. ,. Ofttil -0 Ctrii) C - aN '7 A] 1 IP' - •0 3 0 I 1 6't.r 4A- I I 1 9 , _ o I 1 I I I 1 I AA I afghan associates, inc. By: Date: ENGINEERING ' 4875 SW Griffith Drive 1 Suite 300 1 Beaverton, OR 1 97005 Project No.: 503.620.30301 tel 503.620.5539 1 fax www.eaieng.com Sheet: of: el I i I. s) } I � ■ Wtr ` { l '11 / = 8\701W � �� 1 t LP I c I fiL11 .1. I I I I I 1 I I a AA I afghan associates. inc. By: Date: ENGINEERING 4875 SW Griffith Drive 1 Suite 300 1 Beaverton, OR 1 97005 _ Project No.: I 503.620.30301 tel 503,620.5539 !fax www.eaieng.com Sheet: f of: t C2 I I klAar. V1lf(9t.t I I I M =�1t I - , i ET -2.-- I l I-6ct detptUito 132 z 1 x V 4,(200 I 1 T I Fv 1., t rt`ty •Vitic\fr IN le I 1 1 , I I I I a AA I afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Dravrt, Project No.: I 503.620.30ive 30Itel Sulte 300 503.62Be0.5e539on�fax OR 97005 www.aaieng.com Sheet: of: I . ) I wit/. v IVAL) I wu 1 -Df- iPti 3 V1Y r 9t'Otar I I --- ..':, --. 4 -----51 ‘ 2° I t titLC , kk7 ./CtOZ . I - 0 IC Cre-or• (A "tV ‘ 4' er• I 21 .Ap G\O - 10,12 I l i 0 . I I I a I I I I I AA I afghan associates. inc. By: Date: ENGINEERING • I 4675 SW Griffith Drive 1 Suite 300 1 Beaverton, OR 1 97005 Project No • 503.620.3030 1 tel 503.620.5539 1 fax www.aaieng.com - Sheet: / Z . of: VI" • I ' I VA"* vv-km,.iv i I . I e 7� t� j I j ogz i I i L I `" - 77 a - O �fl;) r 1,\, ( C�27W tC 1 I � s - d- -W sl) _. 0,4; t, 1 Ce,,, cvic -t'S 1 r - e W_.-- lAik 31 LI' 4•e ,moo $ 6 (IA,D -444 ,qtr -- , ),4'4ti OK/ I I R AA I afghan associates, inc. By: Date: ENGINEERING Project No.: I 4875 SW Gr 91 Drive I Suite 300 Beavert OR 1 97005 503.620.3030 I tel 503.620.5539 on, � fax /�.� www.aaleng.com Sheet: . of: I "/ I ■ 1V4 ; C i) 1 I 5 k I 1- i,D 1-(64401110 2 4T i 1i . ` Y rW a oet , Q_/,V I Or $ 01, `.- 1 I I I I 1 I AA I afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97006 Project No.: I 503.620.3030 I tel 503.620.5539 I fax nr/ www.aateng.com Sheet: • of: I I VuL( nN 0 w; , - r(, WA- ; 16 ,a1 Pt m"0 I - W b C-/1 (T0[44,61,77 i° L, I limili' `i I I Wst M a W)C%) :, oil uo IA I 0 4, - 11CQ riff° I it il \r C“fiCi) . v t..: 1t( (xcti°" -) 1 I M M ' W i-I \CA;191 V --a \ L / t o I I I I I AA afghan associates, inc. By: Date: ENGINEERING Project No.: 1 4875 SW Griffith Drive I Suite 300 503.620.553 Beaverton, I OR 1 97005 503.620.3030 tel 9 fax n _ �/ .......,._____. -w-w4v as i.e- n•g•.•c o m • Sheet: 1✓ of: k7 l . 1 I • I 1 1 .Jf \Ago 1 evu �t 4010 (�+°v� t1770/ o�, 1 1 V,orton also too 1 wig �� 1 /41/t 9 , , . eiAt - (11) 1 (s 1 ; 1 � ' N W 4J �r7 X �l. ' `I/17 clot kierw-A 1 I lk AA I afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Drive Suite 300 Beaverton, OR 97005 Project No.: 503.620 503.620.5539Itax p� www.aaieng.com Sheet: L of: t 94W--71 - I I 3 1 , / 6 (*1l -ate I . r 11) e' 00,4Q' Noo alt baeo I Crtar v k6QeP 69 I Ikeoo 1 1 -' - cio A, to -h, ■Gt. I Mr (4> fit lco by = f7 el &-i°° - &i WA vii I t 1 v ti 4 <tQ b;ax Y y 9(I k - I I R I af associates, Inc. By: Date: ENGINEERING 4875 SW Griffith Dri Sulte 3 eavrto 1 97005 Project No.: . 503.620.3030 ve � tet 20.5 n. I tax OR www.eaieng.com Sheet: Of:_ ■ 1 9futkinar 1-7 Qt w' (- 7 • I 1 1 01/s 1 12a.p V IC K07/ i 1 Ste e VI v5 v \ t X'v) l 5-1 Er. 1,51,1 �? (6t(41i ( ) ; ( )[v rc625-1*(cif- Iw I a I I i AA afgha associates, inc. By: Date: ENGINEERING 4875 SW Gri�N Drive � Suite 300 � Beaverton, Oft � 97005 Project No.• 503.620.3030 lel 503.620.5539 fax www.aaleng.com Sheet: V of: • 1 Wyly 4610 n let 1 /V't;� I66 l-2,4ti1 vas 41, i � q� 1/4",J- C4f► VIA. 6 1 51 CowU . y 41 / 42 on. 1442 I ( r U■(19 G oo 6, - 1uop 7,46 fill jc 2 A11614( I ti t (0 U I (9k/ L UMMO Ilk 1 A / f "''► I afghan associates, inc. By: Date: ENGINEERING I 4875 SW ffh it Drive t S Baverton, Project NO.: 503. t tel ulte 503620.5539 I tax OR 97005 n f . www.aeleng.com Sheet: 1 F'" of: I . , I PAMAIlvv 6- ' eit ; tt- - 111 la 1 111 1 eav12/6 itt 1‘ 0 ------- - "_...=. IV a VriV I 1-- 11' 't lC5tV ( 0( i I I 66\vvi • , (4,-. 1.16 I L _ U K. Clitc irlr) . ,.„ i 'X(401,7 I • 6 c ...--■\ ao Cu< lt-4%-r Ri-'" 14 f - I _1,. (1 / s 1/ji 6, 1/1 07: I N ' Let (27 I fra/ i kirrtacw0 - e L , - -- v - I ` 7 5 V. tyceintri"Lg -1 .1 1. (v) I bk, 51(0 it Vilft cvmgiein- I I I AA I afghan associates, inc. By: Date ENGINEERING Project No.' I 4875 SW I S t:ite 3 I 97005 : - of: Sheet 4'49 1 i 6 "; 4 . PAN („t eikws 401/5 cry -7 tiA 2 .4 b �► (111Ct442616)1 I 1. I O xAVY 7P-R2?"4,2 t x zt I ' Q, 612 l • , (-4)(1,oug ttikseacife):. 14, tm J 9„ /filo 4, kc * �a U� si 1 1 I I I -7 AA I alphan associates, inc. By: Date: ENGINEERING 1 4875 SW Griffith Drive t Suite 300 Beaverton, OR 1 97005 Project No.: 503.620.30301tel 503.620.55391 fax n www.aeleng.com Sheet: r of: fl I . IU►l.4JU. 1 Kisetv VA U-O ¶ 112)( I I 1)-. ca•C ( 1 , 1C1R - eottlea0 1)-11 - 74;(10(1)-(opLe (9 2( \dil/X0,0 ti,' To? 1 --(----f■- IVO (144' I a' Q t, , I . I t71. a 4,-al vJ ri7. 0 .9 r 4 - x Lax V 46vx�' ` e � ' y 1i2iso a . 2 .70 a (,V V1 x t'l. I I AA I afghan associates, inc. Illi 9 By: Date:. ENGINEERING "I75 SW Griffith Drive I Suite 3001 Beaverton, OR I 97005 Project NO.: 503.620 tel 503.620.5539 f ax n www.aeleng.com Sheet: .1 ° of: 1 U 1 uov 4)4 1401 r, -v. M' I I ('% Cn tiiy C ( V )6.5) - bale �� �� o �� b Lel _ I i I I 1 1 1 1 it AA I afghan associates, inc. By: Date: ENGINEERING 14875 SW Griffith I Suite 300 Beaverton, OR 197005 Project No.: 503 . 3030 I t 50 I f ax www.aeleng.com Sheet: of: I PAIL IMPT Pr VI/'v'V � 1 _ 1 PfRel - L-tal»t- ti a2e60 ‘0,10904-V2 300tf I lAo. I .W0 Irtk t. I 1 1 I X1 /'1 afghan associates, inc. By: Date: ENGINEERING 14875 SW Griffith Drive Suite 300 Beaverton, OR 97005 Project No.: 503.620.3030 I lel 503.620.5539 lax 14 www.aaieng.com Sheet: of: I , I 11Aviwor h- ' I' 47 c FIVniar /U°l u fr irq - 1t�i'2 I (% ;, mac I I - h- - �� ?),.--1‘,, , ke. 4- I ,AS �✓x )( - 4.4(5- I. I I I I I I I I Illk AA I afghan associates, inc. By: Date: ENGINEERING 14875 SW Griffith 2 Drive !Suite 300 Beaverton. 97005 50303.620.3030 te lel 503.620.5539 fax ax Project No.: y" www.aeleng.com Sheet _ 6 \ • Of:_ 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: A := 28•k Mz := 2•k•ft M := 0.00•k•in I PROPERTIES: HSS 5 x 5 x3/16 A -= 3.28•in bf:= Sin tf:= 0.1875•in d:= 5•in Af:= bf•tf Af= 0.938in I 12.6•1n l 12.6•in I SZ= 5.04in Sy = 5.04 in . r = 1.96 in r = 1.96 in rmin= 1.96 in i (( KLstrong KLweak )) SRmin := max SRmin = 91.8 SLENDERNESS FACTOR IN PLANE OF BENDING 3•rz ry M 2 12.n .Es i Fe 23•SRmin 2 Fe = 17.71 ksi EULER STRESS DIVIDED BY FACTOR OF SAFETY 2 n SRmin (1 — •R ft 2 )• 12.n Co := I Co = 112 R := Fa := If R < 0.500, ft /1 "` 2C� 5 + — 32R —R3 23 •SR 2 3 4 min A fa := A fa = 8.54 ksi AXIAL STRESS F = 16ksi ALLOWABLE AXIAL STRESS I M fbz:= ? fbz= 4.76 ksi BENDING STRESS FbZ= 30.36ksi ALLOWABLE BENDING STRESS SZ STRONG AXIS I M Y fb := fb = 0ksi BENDING AXIS Fb = 30.36ksi ALLOWABLE BENDING STRESS S I INTERACTION = 0.7 6f 1 t I I BUILDING A I COLUMN DESIGN I COLUMN HSS 5 x 5 x 3 / 16 : COMBINED LOADING (MAX COMBINED STRESS): Kam = 1 EFFECTIVE LENGTH FACTOR K I 1 I t N = 15.ft UNSUPPORTED COLUMN LENGTH 1 4.40 i= 15.ft KLstrong = 15 ft EFFECTIVE COLUMN LENGTH KLweak = 15 ft I LOADING: y= 20.5•k = 5•k•in Mme= 0.00•k•in PROPERTIES: HSS 5 x 5 x3/ 16 = 3.28 in 5•in= 0.1875•in mo d ^ ---- 5•in A fx= bf•if Af = 0.938in = 12.6•in 12.6•in SZ= 5.04in Sy= 5.04in i rZ = 1.96in T = 1.96in rmin = 1.96 in 2.4,20..= (Kt-strong KLweak )) max rZ Ty SRmin = 91.8 SLENDERNESS FACTOR IN PLANE OF BENDING 12•1c 1 rAw 23 SR 2 Fe = 17.71 ksi EULER STRESS DIVIDED BY FACTOR OF SAFETY min I = J 1 2 n SRmin (1 - 2•R 12• Co = 112 R := F if R < 0.500, ft 2 nn 3 + 4R - R 23 I Ax - = A fa = 6.25 ksi AXIAL STRESS F = 16ksi ALLOWABLE AXIAL STRESS I M = S fbz= 0.99ksi BENDING STRESS Fbz= 30.36ksi ALLOWABLE BENDING STRESS STRONG AXIS I M = y f = Oksi BENDING S Fb = 30.36ksi ALLOWABLE BENDING STRESS S I INTERACTION = 0.44 I - GV - I r COLUMN DESIGN ' COLUMN HSS 5 x 5 x 3 / 16 : COMBINED LOADING (MAX AXIAL): AXIAL LOADING K := 1.00 EFFECTIVE LENGTH FACTOR ^ l= 15•ft COLUMN LENGTH KL:= K•L KL= 15ft EFFECTIVE COLUMN LENGTH COLUMN LOAD: PC1:= f.(10.5 17.5 28).k USE HSS 5x5x3/16 Pallow: = IC:- PC1 IC = (0.21 0.34 0.55) ' ,v bk= 5•in dc := 5•in COLUMN DIMENSIONS • BASEPLATE DESIGN: - I N:= 11.in B:= 11•in P 1 fp := B N 2 fp = 231 psi < Fp = 1785psi min((N - 0.95-dc B - 0.8•bf)) m := 2 m = 3.13 in 3•1p•m lregd 0.75•fs tregd = 0.43 in t = 0.5 USE 5/8" X 11" X 0' -11" BASEPLATE WITH (4) 1/2" DIAMETER ANCHOR BOLTS I I I bf I • 1 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 = (10.5 17.5 28 ) k COLUMN LOADS b := rounds Y PC10,2 •ft b = 4 ft WIDTH OF FOOTING b := 4.5.ft .1 qak Afootg b Afootg = 20.25 ft AREA OF FOOTING 1.2•PC1 + 1.6•P C 1 00 0,1 qu := qu = 2ksf FACTORED PRESSURE Afootg h := 12•in DEPTH OF FOOTING I • d = 9in DEPTH TO CENTROID OF REINFORCEMENT STEEL bo := 2•[N + B + 2.(d - m)) bo = 67in CRITICAL SHEAR PERIMETER (PUNCHING SHEAR) Ao:= (N +d- m)•(B +d -m) Ao= 285in PUNCHING SHEAR: Vu qu.(Afootg - At)) V = 36.6k V O/c := y s•4 •��• b o •d•psi ciVc= 113k IC:= �c IC= 0.32 ONE -WAY SHEAR: b bf m xows := 2 - 2 - 2 -d xows = in Vy = qu•(b•xows) V = 10.5k V _ 4' psi 0Vc = 57k IC := �c IC = 0.19 b? FOUNDATION DESIGN COLUMN HSS 5 x 5 x 3 / 16 : COMBINED LOADING (MAX AXIAL): ' BENDING: b bf m d x = 2 - 2 - 2 -2 x= 18.4in qu .b. x 2 Mu := 2 Mu = 11 ftk FLEXURE ' M u R R = 32 psi FLEXURAL RESISTANCE FACTOR cbfbd p = 0.0018 STEEL RATIO As.REQD = 1.166in AREA OF STEEL REQUIRED I barno:= 4 REINFORCEMENT SIZE (DIAMETER) nbar = 6 NUMBER OF BARS REQUIRED As := nbar•Abar As = 1.2in AREA OF REINFORCEMENT STEEL �Mn :_ $f As •fy • d 4Mn = 47.188ft•k IC -- M IC = 0.23 ( 1.7•f�•b) 4)Mn I USE 4' - 6" X 4' - 6" X 12" DEEP FOOTING WITH (6) #4 EACH WAY 1 I I or to I I COLUMN DESIGN I COLUMN HSS 5 x 3 x 3 / 16 : COMBINED LOADING (MAX AXIAL): I Kstrong 1 EFFECTIVE LENGTH FACTOR Kweak 1 Lstrong 15-ft UNSUPPORTED COLUMN LENGTH Lweak:= 15•ft 1 KLstrong = 15 ft EFFECTIVE COLUMN LENGTH KLweak = 15 ft LOADING: I A := 9•k Mz:= - 2•k ft My := 0.00 k in I PROPERTIES: HSS 5x3x3/16 = 2.58 in bf:= 3•in tf := 0.1875•in d:= 5•in Af:= bf•tf Af= 0.562in I Iz:= 8.53•in • I 3.85-in I . Sz = 3.41 in Sy = 2.57 in r 1.82 in r 1.22 in rmin= 1.22 in I KLstrong KLweak SRmin ma I SRmin = 147.4 SLENDERNESS FACTOR IN PLANE OF BENDING 1•rz 1• I 2 12.a •Es Fe 23 SRmin 2 Fe = 6.88 ksi EULER STRESS DIVIDED BY FACTOR OF SAFETY I I 2 2 rz •Es SRmin (1 - 2•R 12•a Cc := ft Cc = 112 R 2 •Cc F := if R < 0.500, 5 3•R 3 2 - — 3 + 4 - R 23 •SRmin I Ax fa := A fa = 3.49 ksi AXIAL STRESS F = 6.9ksi ALLOWABLE AXIAL STRESS I Mz fbz:= - fbz= 7.03ksi BENDING STRESS Fb 27.6ksi ALLOWABLE BENDING STRESS STRONG AXIS M f by := y fby = Oksi BENDING STRESS Fby = 27.6 ksi ALLOWABLE BENDING STRESS SY WEAK AXIS I INTERACTION = 0.77 I G 1 COLUMN DESIGN COLUMN HSS 5 x 3 x 3 / 16 : COMBINED LOADING (MAX AXIAL): AXIAL LOADING K:= 1.00 EFFECTIVE LENGTH FACTOR 15•ft COLUMN LENGTH KL:= K.L KL= 15 ft EFFECTIVE COLUMN LENGTH COLUMN LOAD: PC1 := f•(3.5 5.5 9 )•k USE HSS 5 x 3 x 3/16 Pallow:= 62 . 7 •k IC:- PC1 IC =(0.07 0.12 0.19) Pallow A= 5•in d := 3•in COLUMN DIMENSIONS BASEPLATE DESIGN: I N := 6-in B:= 9•in fp PC 10,2 2 fp = 222 psi < Fp = 1785psi ' min((N - 0.95•dc B - 0.8.bf)) m:= 2 m = 1.58in 3•fp•m treqd 0.75•fs treqd = 0.21 in t = 0.25 USE 1/2" X 6" X 0' -9" BASEPLATE WITH (4) 1/2" DIAMETER ANCHOR BOLTS I I •1 �� 1 I • FOUNDATION DESIGN COLUMN HSS 5 x 3 x 3 / 16 : COMBINED LOADING (MAX AXIAL): q := 2 DESIGN SOIL PRESSURE (ksf) - SEE NOTES ON FOUNDATION PLAN PC1 = (4.7 7.3 12)k COLUMN LOADS PC1 ,2 b := round5 ft b = 2.5 ft WIDTH OF FOOTING e bb.= 2.5•ft 0 qa .k Afootg b Afootg = 6.25 ft AREA OF FOOTING 1.2• PC10 0 + 1 . 6 •PC1 0.1 qu : qu = 2.77 ksf FACTORED PRESSURE Afootg h := 12•in DEPTH OF FOOTING I d = 9in DEPTH TO CENTROID OF REINFORCEMENT STEEL b := 2•[N + B + 2.(d - m)) bo = 60in CRITICAL SHEAR PERIMETER (PUNCHING SHEAR) A (N +d- m)•(B +d -m) A 221in PUNCHING SHEAR: Vu qu•(Afootg - A V = 13.1k V thVc tb (1)VC = 100k IC := �V IC = 0.13 • ONE -WAY SHEAR: b bf m xows = 2 - 2 - 2 -d xows =2.7in A yk= qu.(b.xows) V = 1.6k V _ $s•2•A•bo•d• psi 4Vc = 50k IC:= IC = 0.03 } (I)Vc r r r ) FOUNDATION DESIGN r COLUMN HSS 5 x 3 x 3 / 16 : COMBINED LOADING (MAX AXIAL): I BENDING: b bf m d x= - - — - — - - x =7.2in 2 2 2 2 r qubx M := 2 Mu = 1 ft k FLEXURE r M R:= u R = 7 psi FLEXURAL RESISTANCE FACTOR r °f bd2 p = 0.0018 STEEL RATIO As.REQD = 0.648in AREA OF STEEL REQUIRED 1 barrio := 4 REINFORCEMENT SIZE (DIAMETER) r, nbar = 4 NUMBER OF BARS REQUIRED ' As nbar Abar As = 0.81n AREA OF REINFORCEMENT STEEL 1 OMn dif•As'fy. d - As f y (1)Mn = 31,271 ft•k IC := Mu IC = 0.04 r USE 2' -6" X 2' -6" X 12" DEEP FOOTING WITH (4) #4 EACH WAY r r r r I U IVIA. 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By: Date: .g Y I ENGINEERING • - Project No .: 4675 SW Griffith Drive I Suite 300 1 Beaverton, OR 1 97005 503.620.30301 tel 503.620.5539 I fax • www.eaieng.com Sheet: V Of: • I t tr. , • u w - tAT v D i j i m . . 0 I 01 ® T I 4 ft-ft I r-q• ar-vi. to..-sr r_„r u -.r r_ur .r .r ,+H P , ,q . >.r ,r-N• -, IF ---- Tx.....—.,,,, �� 1 1 021 1 /. l �� I I lV� I } ,. I ! I I } s i it I . 1 1 1 J o .- 1 i 1 \I ' 1 I I� \ \ �: t!� I I i i t I I ' ' w: \ - I i i ! I I I \ ,\ \ -° I I 4 Vie I v . ` ' u i' I ! '�4'1 I I.H s-e i7 or .1 -u „wr _ a -x a I_ I C VYI 0 ' . IL VA; I kvn►a'al - ',k I z 'V I ' /' A I afghan associates, inc. By: Date: ENGINEERING I Project No_: 4875 SW Griffith Drive Suile 300 Beaverton, OR 97005 503.620.3030 i tel 503.620.5539 i fax 1 , www.aeieng.com Sheet: ■ of: • 1 I I 14 JlU 1 1 2 C `- Vnr �r4.l 0 tV 2 / 1 V 1 i.t4 r I � v� 1Q'l‘, l lri, 7a2, 2110 ((,w : fro 11: ti t l 10Lo I • .. � °� °� NI s 3,?,tl o c b6o . ; 0111 b � �S °�`� 1 µ 4 V cky = O',•'24 _ 1 V6MLJ 1 a‘ 1 . 2 - ,�61 ? - v �,� 64k 1 014171.- NfisZ o - 3 1 . fi /5 1 I I I 1 AA I afghan associates, inc. By: Date: lill ENGINEERING . 4875 SW Griffiriv Seav, R 97005 Project No.: 503.620.3 D 03 e 0 I tel 503.6 B 20.5539 erton � fax www.ealeng.com Sheet: of: 1 ' VMAAD'Ikilr �t 10N ' (421, (,lam y oo (0.41:Cvs )t 3300 (2:140 1 l! IVIoCi o x tic 1 1 C -„t Sb,)4 # one ®,Sp 1 � I'll t\ F Q1Qo 120 3 , 0 3'1,(,0 3- ic 0 Of -tm 1 I AA I afghan associates. inc. By: Date: ENGINEERING I 4875 SW Griffith Drive Suite 300 Beaverton, OR 97005 Project No.: 503.620 503.620.5539Ifax www.aeieng.com Sheet: ' of: 1\ i I i 1 obtsv 1)64A. i di I I i -% f I 0 i., t ' 1 I C .6' � c14' s 1 V- V k .v. o I 1 = i' 2v Al VII I \I Z liatiVO s 4 6049 f6.s a3; a . a, I ri.sv119 a..4 L 1, 1 V . 46 b Vs Tc I . I I I 1 jA A I afghan associates, inc. By: Date: • R . ENGINEERING • 1 4 875 SW Griffith Drive 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 .._._., C2vlth 1,bi arlA - . a1. i fi , ktFe c 1 A I mo• 0.b- 0 „i,44%)p -es 1 .s ols e i- I 1 21'49 - VOr- I6 _� 1 l y �6 a 5 b5pn I 17:‘ 1_40„.. -1' F. i . _ . i snr P. vt4m -c • I Vae s 51420 • I • I I AA I afghan associates, inc. By: Date: ENGINEERING I 4875 SW Griffith Drive I Suite 300 i Beaverton. OR I 97005 Project NO.• 503.620.3030 tel 503.620.5539 fax www.aaieng.com Sheet: of: at 1 v - cfcLip4 D4 r -� o s 3610 (1 *1 A r1a xo,rl 5 330 r 1 o o 9I,J2. cs ,14�n�� b � 11 Q � � q co vD.(0 1 itn0 "Av 1 • '11•19 < G d `� QA 0 -3W160) j t I I AA I afghan associates, inc. By: Date: -ENGINEERING I 4875 SW Griffith 'rve Suite , OR 1 97005 Project No.: 503.620.3030 Dr I lei 300 503.620.5539 68eaveAon � lax 1 www.aaieng.com Sheet: l./ of: \Y 1 • I ; vWM lug Fite I ' 1 ' 1 1 4° ( 90 /61/ €' iti LL/ KUV'►.jtAJU kkit°1 Ca ' la .gi t S6)0 -1 Pi 11 o �- • tones Krictkotx7 wco& 1 ' V Two/. 1 loo 11 4 - 0. t 0t9 j entb et'i - 1 P 6600k i k g'Vv9 t24 ( X X1(0+0 I �p z t- 141 4 t5 16 9 �� � � e,tic.07 I !afghan associates, inc. By: Date: ENGINEERING III 4875 SW Griffith Drive Suite 300 Beaverton, OR 97005 Project No.: 503 620 � lel 503.620.5539 fax www.eaieng.com Sheet: of I , U MNAV t4''9P ! t "4 vw (eiLA .024i vtivLi/ I = t 1 I v 11 °o �, ' k'lito r '- (1 w I -e .wov kt ctie. I (J ll'<-19•9 it,i Irx S P q A 1 •A'W ket 2,'.0_, t o 1111 . 11 °We OM nI NTXldl-i . _ ( Wt0.9 I 1 t7t74 t 14 ` A S 1, q i1d ti, CAA't15( 1. . 311' . ' 1 , W 1 1 , 0 It-1.1 v _ �1 q j 6- n W FY i S II I AA I afghan associates, inc. By: Date: 1111 ENGINEERING I 4875 SW Griffith Drive I Suite 300 I Beaverton, OR I 97005 Project NO.: 503.620.3030 I tel 503.620.5539 I lee www.a Sheet: L of: VI/ 1 1 LATERAL DESIGN SHEAR WALLS: ' WEST AND EAST WALLS: MIDDLE PIER 6 X 6 DOUG FIR #1 1= 5.5.in d^:= 5.5•in = b•d A = 30.25in 1000 •psi = 1600000•psi = 1.25 = 1.0 ' COMPRESSION OF BOUNDARY MEMBER: P := 30750•Ibf Ke := 1 R 175.5. Ke•Le Le := 2 in SR := min((b d )) SR = 16 I KCE := 0.3 c.= 0.80 KcE•E FcE FE = 1886psi SR Fc1:= CD Fc1 = 1250psi rFcE FcE 2 FcE C • — 1 + Fc1 — 1 + ( Fc1) _ Fc1 C = 0.81 D 2•c 2•c c p Pcap := 1 •(Fc1 •Cp•A) P = 306751bf P — 1 Pcap 6 X 6 HOLDOWN POST AT EACH END 1 I • r U 44A3V4A/ et -) voeire q nest t 47477 t a I 'V- 0 (4/ge4 ) k - "Air frtt ►,►-9/ ie >Mi10KCI 1 n1042 al t 6t* trotiwkso') /14465 O rpv Cb ) n-r 2 11, 0 1 , v14--= frkliP 14\ (vo.,,1"1) 1 I 1 I m /°''1 I afghan associates, inc. By: Date: ENGINEERING I ' 4875 SW Grif th Drive Suite 300 Beaverton OR 97005 Project No.: 503.620 tel 503.620.5539 fax www.ealeng.com Sheet: of. I I _� fr : _ I vviv0,14, ►, if. J' I 0� C J I t I 1=10(01/111,0 1 e 4 . ,/ t71,1,1fro , k --- ,- tile , it vo 01)ito . s) 53 .1 a v 1 ._tiq I I I I I I . I I Ipi AA I afghan associates, inc. By: Date: ENGINEERING '4875 SW Griffith Drive I Suite 3001 Beaverton, OR 1 97005 Project ND.: 503.620.3030 I tel 503.620.5539 fax www.aaieng.com Sheet: I- of: I I _ P7 o 1, lA 'i , 1 I U C J1 3 `,'c -tt fad X , 3-o' I 1 9 ---Ni 1 votA49106,90 "7' 4: t VA- oJl - I -b J 1 M a w 4.. 3 two I 1 sy Tv ‘.0 11/1,00 rr o, ii6` 1 .. -\-9 ,vo 1 n70 : g_ A 0 1 7 (KAM -61,1,) - I `� liillill • 2 - 5 v 0 '1'24'14 k - 1 i IA >r fI,go 1 bis = (WO r VP- I �-��o e-bx Ak6x tW �, ° G,� My - „.„,D, I I a - ;t o ->LU,0 z I I Ilk AA I afghan associates, inc. By: Date: ENGINEERING I 4875 SW Griffith Drlve Suite 3D0 Beaverton, OR 97005 Project No.: 503.620.3030 I tel 503.620.5539 I fax 1 www.aaieng.com Sheet: ' of: 1 .- _._t! ' F NOM \ 1 lvIrt,xltd2 ° WA, Jl vo ti,o \ to 4 t"C7 . Q- P 4 c6'` ._ 4" vd,,,g I VICIP 1 I = a- II I . . • ■ I I I I /'1/'1 I afghan associates, inc. By: Date: ' 6111 ENGINEERING 1 4875 SW Griffith Drive I Suite 3001 Beaverton. OR I 97005 NO.: 503.620.3030 tel 503.620.5539 fax www.aaleng.com Sheet: L' of: t,1 1 • 1 /' ttiea1 Kffl.1-14 06.0 I • 1 490( ►Z1 * ' ! ,vQp I ‘11 1 1 ' f " - A;p o(3?7nC7) —SUb'S: 12,11 tom, s /c■ . Tt 5 t - K a = L V tis b o� !� o1 E �? z. b5•So v, ,);_ 'VIA< VI a 1/C4t401 Q Wio L t 1 1 1 1 1 ' AA I afghan associates, inc. B y: Date: ENGINEERING I 4875 SW Griffith Dr ve Suite 300 Beaverton, OR 97005 Project No.: 503 tel 503.620.5539 I fax www.eaieng.com Sheet: L of: `47 III C 2 / vU.0 (1 1 tin I . , fi 1 - tA1 I c ) too oo T� lo x 4 4 0 11;040.11 - st 1.4,48 Ft i , le tg75b V —. — tZ7,qS, fin- cw. c k V t" `f _deci I -..1 , taks ft 746G, ; , - ),) , 2e. h V I fit6tra, 5tpd6o z 6Co z M�U„VuV c ■ -- AM ° �° • '�. �1 22Z WW1 OKST le '&1131 VadVICZAOG I t, l 'o 1 I. I P1f'1 I afghan associates, inc. By: Date: il ;-/ ENGINEERING . 1 4875 Griffith Drive I Suite 300 I Beaverton, OR 1 97005 Project No.: 503.620.3030 1 tel 503.620.5539 I fax �, , www.aaieng.com Sheet: of: VI `, I _ YeAroviviw UMW 1 D6e 1 6t4 I p = k c4- tv Waco , s -> t t6s I s 1(4-0 1:741442 V.(2' t.2AL I 6 1 1) ; 6 b4'tc 1''`t,, 0 Kwo I . - ems, a ; (, ls+v — 1g6� 1, 1)1 I I (VC ° R' (1 A I (6 e.toA co e . i • 2er,00 K, i9 tc =- .tck'b 1 5b iksb ` tic I J I Z� Q�ti�G .`e1S44 -0co I 4e wtte K Lak Fccck►.r fiKtiA41, ne ouvry I I I 1 . ' AA I afghan associates, inc. By: Date: ENGINEERING 4875 SW Griffith Drive Suite Beaverto Project No.: 503.620.3030 tel 503 .620.5539 n, I fax OR 97005 www.aaieng.com Sheet: L of: I I V I WEI?.. -gym cam -. . br I — (&2Y PIA( o 1,e4 S 4rzC - ie V o- ea ►4's ;t'o�.ri 1 j... vr-0p -L 44 `lam I I 1 _ . ' D ° c 3165- CM4o i4-X t 2,-ti 1 ,p At To a. l -1 wov.,5 pe t iv o, c kA° Y 660 2 . 1� 4 ,,4- 1.• —�. 1 I I I I AA I afghan associates, inc. By: Date: ENGINEERING I 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 197005 Project No.: 503.620.3030 I tel 503.620.5539 I fax 1 www.aaieng.com Sheet: ✓ of: 1 I 'cm, - 4 III "' \ . . .. ESN - .vR74 Dlite I ,`oll ko*U.. .. v ta, ti ketrU( 1l,AAr 4 BPR/ ? ‘414,-, I 1a*V1,1 1 ' . 4 . 1 /1 P..-SCirt7t r; )( c 1, IRK i-leiSt . I 6k6*, poW , K _ I I (_\k 0..LASaE Sic- a , I V 17^7 Kit no N a C Q � q n , 6 to k (o b') ,. ( col e C� -tyt� , ' 6 2 ,Cgs I I I I AA I afghan associates, inc. g : Date: ® Y ENGINEE.RING Project No.: 4875 SW Griffith Drive I u � Beavrto, 503.620.3030 I S tite 300 el 503.620.5 n n fax I 97005 www.eaieng.com Sheet: k. of: t" . • a St - we ) t OtrZutcot, I ,. J I -,- T-o- I 10 1 I t I wv 6) fmg7 O A t,° . 9/ f N, .o r/ - a, /1/r 0Q I 11 j < V -0 -2,A4 J s 2� I I I I I NI AA I afghan associates, inc. By: Date: ENGINEERING I roject No.: 4 875 SW Griffith GiKlh Drive Suite 300 Beaverton, OR I 97005 503.620.3030 I lel 503.620.5539 I fax www.aeleng.com Sheet: t.-- _ of: 1-3 I ACI.) I 0›ik---toNt hXYA lrq f .I ' rLrl/ t I I C t 1?, -- 1. 004 ��0 c aito a'sv 't ,p ihs tt & - ' . 0.5 I 3 ItAit, T k ° ' )— Dim_ € -, v. t "-a' S k i Li-4-1 _ , P 4 4 2, ' Lok - 01.04 -- ,c % - l /Asc 190 I ,LffiyN Afi goweL- gkbthokArv.44 p cam•( ..... I \)0,474-060(e)--: ,5 o I I I I 1 • AA I afghan associates, inc. 2 By: Date: ENGINEERING . I 4875 SW Griffith Drive I Suite 300 I Beaverton, OR I 97005 Project No.: 503.620.3030 I tel 503.620.5539 I tax -tor www.eaieng.com Sheet: L of: 1 I P 1,15 l- ' '(v ? 1 . lid . tvin (4 8 ck' �� 0-a- mod- kt 2 i L e" " -1 = y s - C Wb eINOC'' ' 1 (600 Val? 11:70 tk` 1-6i4 i 1 1 — O W , 1 ° t k ' T 4 ) 1 1- Ilk AA I afghan associates, inc. By: • Date: ENGINEERING I 4875 SW Griffith Drive I Suite 300 Beaverton, OR 97005 PfO)eCt No.• 503.620.3030 I tel 503.620.5539 I tax �f www.aaieng.com Sheet: of I I twk a 1,- iti iJ I .. . e> 'WA Pvolvct�tfott cov es► • Wit- I 4- 014-sr5) h OA 1 61 I - 'I anir ___ Lgo?s 11 a Cc133s Qrl 9'tot - 6f 6` ?' _ «1665) lb ; Y.. ° (6 ` ) I I CO. 0-14--ST) 0 b f 0 .1 t r `•eC "4 6 .,15 ( VI I • �P 7 r or.0 I 1,►.Qs ?, °(1,l'S __ ate;( VII --- l Z.?g) 7,-7, I Q.--: 'MS c Q -t200 C ;C ' '/ v Wirt? K t.G` ' ) K tet- u \lr I I © AA I afghan associates, inc. By: Date: ENGINEERING I 4875 SW Griffth Drive Suite 300 Beaverton, OR 97005 Project NO.• 503.620.3030 I tel 503.620.5539 I fax /1 www.aaieng.com Sheet: t/ of: 1 I . .1e uMtiAi c 41.,: I b. stt1 1 Avutki Wit- ti- 16.0 e {- 1 1-6 .x 14 l (coil( tgitioti t -� rLcr .9N--) ' S (Cep � W?' � s , Wbc Q tap - ; "- 1 s L;(12, _ tb (Qo 1 ` 4ik 'm Wt N 1 ' 1 1 I 1 1 1 ® AA I afghan associates, inc. 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