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Plans . - RECEIVED OCT 6 2014 _ c , , c ... I t CITY OF TIGARD --:. -C t_ C-,._ EAc.,\_L. s.__,I.,, - . ,--s., BUILDING DIVISION F - --- 936s- s.L.0, Pp•_c ,--L- t---;-,_:..,:._._oi.,_- ,,. . 0 \\,* = \\ :--_- = Ill .., .. . vcy.-tir-- • _ r _ . _. -:,'_ . . J I \ 1 1 , / 1,. q L P_ L%"I __ „ Ail..41 121 c b, 0 ...••• •*. I Ad -dui Li i I 1 • s CANTERBURY SQUARE SHOPPING CENTER CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE, Approved: 11.---r" OTQ 1 I OFFICE COPY Permit Sh a776 4-d02- 3 ....... Address: 4 c C- . Suite i#.,, isi= By: Datet ,intil 147 iliko iSiONtei, \LA ENGINEERING STRUCTURAL CALCULATIONS PROJECT: New Sign Canterbury Square Shopping Center 14389 SW Pacific Highway Tigard, OR PROJECT No.: A14129 DATE: August 26, 2014 CLIENT SUBMITTAL Client: RUCTU,q Jerry_Kolve D PROFF 6.3.` �otN s�o Contents: 2 Calculations 1 —6 • 1126/ Sketches SK-01 —SK-05 N 1: 19 '9� Y17/O R. 06`. I EXPIRES: 12/31/,446 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' Nati Sffrfi t'.-:. 14", , 0,7 psr /2y LAYER. p.y. r 0.6 Psi 1 b/VAGC/r t"• _ P,I iv (10 C6rc&S x 4s/E.rrrk)/(4 'S'.+ 3 zy/2) =3,If:F- E I FS /. ,?.c F Mtsc- /0/5 WIND 0.opzsu4K e r 42 010 col- 044i b wtov1NU; EX P.I3 K � =(SO Kd�0,9)5 _-_-_I,o =13.75PsF � ( r —GGri) PAOAPET LOAD G�� : poslrtiC PLESSURE_ ON FPorrrFAFE: Gc = +1.O (zor1- 4) G4i = D (rto EN00S02E9 ()pas = ,3,15rk Ne&AT1hC PDOE E-O6 P1 55upE od BALL- GAS --1.7 kr = 25•gr5F ��1or=pros"}Poi = 39.61st LoAD cns& ': pltcssv_ Ort $NZ FACE7'p Fos= 13.75(sF 14E60 t: PRESSUC FRaNr FAct-.4, G4- —!.1 Pfof Ppos + Pr1Ee.� 28.9P5i deES TEIJSlOt trl FAs F-KA 5 7p E1cIST. RDOF IQTG= 71 . t4Ew 5/614 WILL MATuA THE -toP OF THE pISfN(s PARAPET A pp s NOT /NCQg,sE_ "Mr- OJaAIL WINO FoACES ort TUB STKu,;TV/ -. AAafghan associates,inc. Cqk► tAl MO ARC— Si{oPP/N& CENTER. By: uk. Date:_!/.V.1-0/4 ENGINEERING // J 4875 SW Griffith Drive Suite 300 Beaverton,OR 97005 —----- Project No:_A-1 C21__ 503.620.3030 I tel 503 620 5539 I far www.aaieng corn Sheet: I of:__ _ _ a)4/2 P.r-Bavd 1J = (o,rX ). 71 285 cf l Wu Wur DEAD Goal RA= W,,f ny2) Gsz'` wN 4324,4!=l/ :P f ido(NHAJtp= foye,_,-2776" 17 r k f MHArx Se 3.0;1/ti 25) " 3.3.r? =. 525p1 Fbo F6 to Cot Ct 4 CF G;, b = 9A7 f,; DF1,4'2 Co r- 0.9 CF hp CM - GL =& O x• c l•IF9/ft' i_/[14 (F►r/Fi.) Z_ rF�r�ft,ti� J 19 , u �bE L201-'14'0 r'N of- Q.741sys.$.t)J) I«./d=_22 /! 4/ ,25" . -7 �'►i -Qe 74fi o 2-(1.3')f;t(0 1.s")�3. " ERs= 7.gib t so(0 F.L= -648 pi. 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UR- Date: Bio'Zof4- ENGINEERING 4875 SW Griffith Drive I suite 300 I Beaverton.oR 19e00s Project No.: A 14'12°I 503.820.3030 to! 503.620.55391 fax www.aaneng.com Sheet: of: �x♦ 1tF�Cf'1CALs e- PE,t P9=(/O.cr/2'X74? _ /$3 1 P9r Pwruo PKwo- t ( cASF J a,Ma= 39.b'sr Z)= 79.Z p:r 11-0t.)., (232 71',boa)2%.?W11:) 57 fc /70CoAPCP$410N) Rw:a(* rAwro''(5�z) /9!8 Rwrro = ti1wuv5%4•- (154. ANAL = f�Pa/A=2?tsJ A 5 7 1 4.5') 5.2 4 5101 .Fc.g+„:= (Pp t?w*a')/a = 4Z•v: Fc=FcGa CFA Lt cf Fes=/350Pst Cy -0.q (Fog—pi. Ot t /49 (�/ wlrvo (� Cpl.- O. -►. S Cr r`!F�/F.`� (frt-/Fi{) _(tf/rc')t 7_c_ Fie.. f).9: 1 'ri a J.,0 4.15c .f)),, (k?G/s)' I;.( <S aiak /307rc; rc'�_ 8?'�[s• (fsP Doti) 157Dp3. (rog who r Deity cp- 0.5* (0.< Pt. or117) (pt.- 0.j,2 fro 1,4,116 L A0) _5 J ! 73 fps. (Ff� Pt orrt y) ew = /02110,. 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WC- 342' > P++4kr0-t) AAIaft*associates,in. ca 8011 5Qupltf-- SNoPPIiJf By: OM" Date: a b 14 ENGINEERING l � 4875 SW&Nth Drive Suite 300 I Beaverton,OR 1 97005 Project No.: A1 503.920 3030 1 tel 503.920.5539 I fax wwwaaIeng.com Sheet: (- of: EXI51r - PosrS SuFPokri1J&- S/M( 4-x12 our* 5AAIN P- OR-!&/DIAL DW6-1S DPI- CoNsne.t,,c,—ioN�,pp� Po Ps Po,(77 iY 17) f' •Dr 5417-572)07)=-2580* t Q5= (z5f,47.5/017')= (5-95" P>J 6,5pJ17) > 6251 y 13.4", (4?,ssLFX 17')= 845'* 1` h DEAD ` -Cc= Po/A A2(4V) ■ 271$ Fr K Fc,CDCA Gk cf6f, Fv' �(9f 5Opsi Cu' 0.9) II 4=f,0 CF=t',o (p- It (6t/rr t ,) _ +rr,s/IFYi 2 (re;/r,-') 2c. jam- G IcE— 0,02 E'A,M ('ora-0.q(3. (v' (2/e92" = 9.15y105/,.:. !to/d- /'o(//.S;Yrz a " = 34.6 -'..S ,•9 342rs FF= 11 0f)p5, e = 0.6 ,CP 0,2491) ' GI. 3191= > .Fr.,(:. DEAD+ Shoo kJ= -cc =(PD r PS)/A� 43ts, 1/ Co =11C�(o, sr ins/) EXISr*N6 F00 i(N(, 0`)(2) 591_ -Ft46-- (Pr+-Ps/z`(z)= /0+lish -c/Coot* eD, R__,, /'1/�"t►' afghan associates.inc. CAN7F_BUQY SQUA/LF SI4OPPl G CEnh'E. By: 1)C7L Date: $,8 f 40/'f _ ENGINEERING Project No.: A1412-1 4875 SW Gnfrtth Drive j Suite 300 1 Beaverton.OR 1 97005 503.620 3030 1 tel 503.620.5539 I tax www aaieng.com _____ __ Sheet: 6 q. of: V * g P m 5(6-Ni SECT-1014 • y 5K-01 Notes NTS . I. AAx. >TNCrurrR,N;', ISA+nr Itg5PON5►8+:r: MATGN TOP OF Z ,.� �,: — ia' .+ ►.�� FDA. ;H'AYFr:f'�'�oF�N�lGfilsNlNG FOR Pf2A�tr( '��.i p_xis . PARAPET „ m E.,„sr. PARAPET 2. 15017NA Or 5u4 1 M4rell (`E)-5161 t, 1 MAX, o m Cx-6N5�OM 1 3. UST s/,� P4Ywo00 S11EA!:f1NC,EX . e .SIDL OF 1 !II M 3 1 pj P'PC eal.cr-'s whu w 2x 8Loce,Nl,kr.PANCi. Fnccs p i I 2x b--P.T, pFL 2. o — ,.J /Od NIAtcf#- 6''o.c. AT PANEL ED6 5$/Z"o-c. VPO�iL(yU a z Z Fos„). G) EA. STUD.P. 8 IP': 12)2x6 P.T. CO NT. ptATE-,IMO/AIL _ `,, vi.(z)tO3x3"LONCr GO�LV. Aft- $HAMI< _� NA11:5e IZo,c. - �0VOdX3: � NO — S/NPs0t4 (41to.7 f4Z-PTAK ff.4471 , knk�4- sRaNt NAILS, EA• PP2 KIKLR WI l4)IOdx3" S TYP. EA. KCt . - \ CALV. NAILS To 4Nr. 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INSTALL_ M110dx3"tolIG (ACC NAM( 10 2)(o ROOF 1D(st, BLKt6r LOCATIONS- +r4 At.IC t 'Aar ScREP Lo(AT7O JS ran 35E-1.w.E�m. 1■ • fit 'A 4 � 'y`'v7"Lanit ('7-)Zrb P.T. FZ 6fit+/ cpc. snrws Pas oK 3z•o,r. i o tPAP PERsecrloN 4x4-8142'6 11uKp. MiE TrE - UPP, Ict4cO2 PAR PLAM Pek. se-crioN 03 51614 cow evr ( ; /) 10 1i• _poor - UPPi Ilk AA I*ham associates,inc. CAN-1 C•P,I)A c Q%IA_Pti_ S1 to Pill 4 Cr Nrt. R By: Utt- Date: 16/7/2014 ENGINEERING A Q 4875 SW With Drive I Suite 300 I Beaverton.08197005 Project No _!!1 Z I —-- 503 820 30301 td 503 820 5539 I fax www.aa,eng corn _ Sheet: of: r.k i 2..1 K,01 30151 EXIST 2�c G fooF T015T IN•iACI (4)10,i• : lk(f IW/ILS 10 2Y b Ar&L K't3' LOCATIONS -- 6)051- 2xl. SCAB EXIST 29,4 aupirro/Sr. IKSrU4. (4)10dx3° NN5'TAU (4)/001). 3' LOW. LbNir FAcC NAILS TO PAM HAILS -t0 Zx 6 ITV . C�BLFG locAT1ONS • 4>r4- M. e LA& sc.rtew Loa-rio t5 w (s A34 FA `.,w Vit.FM9 (4 L WA.k.oc C1 MINI 2x6 P.T. (DOI. It PE& SEGT/ON • . `tx•sit LAN Cr KLV, LA6 SCR-145 LUWf.'- Kicr( . :'t i< Co' 31' 0.r . TU Sic r�+)h(. (N51!_LL (z) 4> 614c'6 (Ud x _>," LONG AALV. mat, SI!Af314 NAILS 't O cotJi. P•T PLATC- Sk- off 51(1 <01461[ ( r"MI i X(`2 . / I)!)� !0l�(i: Otr.S• AA! +f ffsssidffhtue. CMItr2&141 St4k1Al2E, /FHTV4 By Uk- Date: 8/27/A04 ENGINEERING 4675 SW Griffith Drive I Suite 900 I Beaverton,OR 1 97005 Project No.: 503.620.30301 tel 503.620.55391 fax • www.aaieng.com Sheet: of: 435 C -ZNMc c4Tm6-) 7V EX ST. TOP PLATES Rrt TO? Oki WAUW tO Eclsr PARA/&r 5EP1441 A-A A lx4 P.'r StL1, gr1JM (our p T. SILL SItAr 1Mill LPT4 (4 Z- MANX (At i146) ,. A (z)2x6 9.1- W T7 k,p I l IJ We x3` 641.k. K b S11AptI NhI S 6"o o. s1ncti,ry S16 ■ CND WALL 5K-os 1 AA I aI iaa essasiales.ias. 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