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ju ,0c NOTES: ?0�3 - 0183 TOTAL SIGN FACE AREA = 672 SQUARE FEET 3 OVERALL STRUCTURE HEIGHT = 45 FEET /,, `7 cJ GROUND TO BOTTOM OF SIGN FACE = 31 FEET Y R EC E V;i 0 APR 2 2 2003 CITY OF TIGARD BUILDING DIVISION 48' -0" ADVERTISING SIGN MESSAGE AREA 1 4' - 0' (Demonstrates Flood Lamp Lighting Pattern) b,' j 45' -0' Maintainence Walkway EXTERNAL ILLUMINATION 400 Watt Halophane Shielded Flood Lamps Lftiva kg Steel Support Column u Grade at Column See Plans a R CONCRETE FOOTER See Plans MEDIA ART, INC ELEVATION PLAN - ADVERTISING SIGN I NOT TO SCALE 1923 Broadway Vancouver, WA 98663 360- 906 -0429 OFFICE THIS ELEVATION SUPPLIED FOR REFERENCE ONLY. PLEASE REFER TO 360- 906 -0442 FAX ENGINEERED DRAWINGS AND CALCULATIONS.. Exhibit o2q Pa e /?. Pages 1- • OBIS CONSTRUCTION CO., INC R _ P.O.BOX 22336 � EUGENE, OR 97402 PHONE (541) 343 -2436 CI APR 2 1 2Q�3 FAX (541) 485 -6443 COVER SHEET BUILDING D S,O0 ON SIZE OF SIGN: ld- X +5 HAGL: 5 " -c, p S o p s t- 1 SO -o I4A6 -cam N WIND LOAD: 35 ivsf 'Pao n--1 2•S -o TO 6. _n ALLOWABLE SOIL PRESSURE: 4o0 STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG '(col. loc. V FULL FLAG - (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V V -BUILD ANGLE OR FEET (MAX. .OPENING) V. BACK TO BACK OR SINGLE FACE ,�RUC FOOTING DESIGN: S c E p PROFF s ROUND ��� � � 6 N 6 F� / O� V SQUARE .40 I r- 1 s.. SPREAD o- ON • SPECIAL CONDITIONS: ' _ VI \UO O? L�l�(Hti 23 - \ 50.0 o t bI t7 s.,40 C,+ � v r s.,,�, LC \VET SEALED FN IN s THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED ‘ % • + �` ��1 OVER 180 D $ PRIoR TO PPRMIT APPLICATIONS, ,� �=►_, . NoT • -TABLE OF CONTENTS CRITERIA CS -1, cs -z HEAD DESIGN H -I Tt -4-2.4i tI- -Lo TORSION DESIGN -_ T - 1 T 2 1 T- COLUMN DESIGN C -I FOUNDATION DESIGN F -1 '� - I F - o � fnrbg PIPE MOMENT CAPACITY CHART M I r ILI -2 - 122 -o • • OBIE CONSTRUCTION CO., INC P.O.BOX 22336 JOB TITLE 1 4- k 4- P EUGENE, OR 97402 • • JOB NO. SHT.CS -I OF PHONE (541) 343 -2436 CALCULATED BY SL DATE 609./o/ FAX (541) 485 -6443 CHECKED BY JAC DATE 6 h'/vl • • f REFERENCE: CRITERIA SPECIFICATION CODE; 1 °i, STEEL: ASTM A-36 FY = 36 KsI PIPE SECTIONS: ASTM A -53B, A 252 GR, OR API -5LX WELDING ROD - ASTM E -70 SERIES LOW HYDROGEN BOLTS - . A 307 OR 325 TYPE 'M CONCRETE - MIN. COMPRESSIVE STRENGTH OF F'C = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR .. . . ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH -#2 WITH Fb (REP.) = 1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE N/A- PSI • SEE SOIL REPORT OF UBC TABLE NO. ( -l-b. • • ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 4-' b PSF/FT - SEE SOIL REPORT OR UBC TABLE NO. I g - I - ( d P .�/ f f - 1-4 r i .. ) DESIGN LOADING 14- n- 2 WIND = 30 PSF iO. 2l0r'� 4404- �n 3 x ( 3 5.4 - '�? ° � i • ' y �- . p . 7 - O " LIVE . = FRONT CATWALK - 25PSF 01 200# MEN. AT ANY POINT 14-04-0-t, REAR CATWALK - 25 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY - .9375 PSF 2X4 (6 TOTAL HORIZ.) - :5691 PSF 2X6 (1 TOTAL VERT.) - :575 PSF 7. LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. •. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND STAGNATION PRESSURE AT 30' -0" I = IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND . • VELOCITY 70 75 80 90 100 110 OVERALL qs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 C 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 • • 30 1.23 21.7 25.0 28.2 35.8 44.1 53.4 • 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 25.2 29.0 32.8 - 41.6 - -• 51.2 62.0 80 1.53 27.0 31.1 35.1 44.6 54.8 66.4 • Exhibit 3 �. • P a e I' of . - l / _ Pages 011ie Coast Co.,'. Inc. P 0 Box 22338 JOB TTI'LE Eugene Oregon $7402 JOB NO. SHT_ cc_iF (541)343 - 2436 CALCULATED BY SL DATE 6 2 Fax ( - 5443 CHECKED BY SAC DATE f GEC F au_.t Arr.,. SAs-t S &t 1 c.. Lo a-b S C ST2J e Tt/ Sr t C.oA -' C PC7--ri • /9 97 U. 1 fo 3 d., Cq a . 4- 4- 1. 5 = .64 r =. 1.0 V =. sco4 , 6.6 >r(.0 W 369 W �- co an rlocs V= 1.6Z N Z Se1sJ-tlG 20 wt - S d 1 \ 1 2 . 0 �-� 3.6 V 1 .6.c.4K2.0 K(.0 - .6 W' .356w F012. MA.0 C J Le ST /L-S S kt- 5-714-o b f f-4V 5 1( 3 69/(. ) w : .26 4- w U.'1 Tl� SO - 1 5 1-t 1 c �O A1- 1 L. l T 1 C.A T'-o N . 754 c.TO 2 5 O Va.264 -$ 2 w kJ • ,•1 -rz-o `' , rte IA/VI, 6.14. f,,, /0 "Tr2 „ � �1 . 1 k � . r 30.84-'4 L U * ti ' �0 12 6�4 - n 14 rrG.t, • V ' S ..- . 243 )Z ,, 6- • S�iaJ cz LJ 12.x• b L� C G-�� \1"7 ►V.'3 ' p AkIs e Pw ' 3 s , .'Ira > U .� . c ► l • • L-o , ' cc ntiP -4LS 0V t7? S51SMcL Exh 3 . � Pa ge 1'.21 of l y Pages • ` .OBIE CONSTRUCTION CO., INC • P.O.BOX 22336 JOB TITLE, I d- h► $g F. ■ - EUGENE, OR 97402 JOB NO. SHT. I-1-1 OF PHONE (541) 343 - 2436 CALCULATED BY SL DATE 6/7- FAX (541) 485 - 6443 CHECKED BY7AC DATE 6ta�at . 1 REFERENCE: - M a-t p i_A- rFo>', Q 2. 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'.`y k 3 4 - g.0 . -414. 4 •O ^44. • Exhibit 3..D. — Page 131 of ' 1 ic Pages • If fl • OBIS CONSTRUCTION CO., NC • P.O.BOX 22336 JOB TITLE l P i5//s EUGENE, OR 97402 JOB NO. SET. H 3OF PHONE (541) 343 - 2436 CALCULATED BY SL DATE q 2I av FAX (541) 485 -6443 , CIiECS.ED BY JAC DATE o, . REFERENCE:. -• . . • R� - 1i�rZ M pisvric0/24.4. ' aZ • Vr•;. • i '2 D531, GAO l.o -D t. . 23•ps f 12,5 T�25 4°0 016, L sra_t - N -ass , 5,8 ;e- z.. _ tt, P • Mtn G c,.o I, S i 2.-/0 t S. t pc C'-fz k- -t fib•. , : U 4d-c- 2. 0la �. /44-t P -a Cr-21 • • �tn1'� — en-70. p c.6- hr-,L-ri 0 S PA-N I S"o l T CP. w AT L� . S7-ta-! ! S. 1 Al2,5 l 2 5 a +• S0°0 K - z! �- l C2) sTrIZ t • • ' • 2 if= q. 2- 1.Gtz_ Lts Ca-rte • - - t c . ! !'z, 6 f 6/5 ; e i 3 . �� , ( 1 4 - • , y 7 -''. • Uci-3- t 4 ( • -1 : o' -4 c.1 L 1t -0'• lam^ (./ • 13-0 + '-4•" • u- j- 62) 4 A -1-oe -,� • V C L� t . U 1. 2 jr- > . t 5 - • • • • • • • • • • • • • Exhibit 3,J.. • Pa e I ? of • ! 2-Pages Obie Construction Co., Inc. Jame 1 4-g- ¢46 c P 0 Box 22336 JOB NO. s,-n t4- 4-OF Eugene. Oregon 97402 G:LC.ILAr 7. Erf sc— DATE 7/ 41 7 4 1 (541)343 -2435 *MGM BY Irle o.goz -7/ Sri Fax (541)48E5-6443 Sc. LE R alC• • . 1-v2 1.-1„4-1 ; 73 4 v--C,V Puri PO Ju4 i is v- STS , -te � �-G 4 1 DLL IC rN td yp • . ' r. � CI) L - y- aViP = 40o In b.l-. ST tu-63n2 S'3A2 � = i(,(t ;,, Crt.n- z Ar '2 C 1 , S' %, t7 0 • I i i I I . kttSG. -t/ko% !. S • 2".5 -,d . • I' btI C"rz'r'r 0-1..... V S,3 l , 8 '? pt.r MA I. c.,10 . �A-)' -n�•*� Zit. M.. - t, G- ra-,ate ! , Ch-P Go,Q -.e . Lro, -P A- c.^. -3 -re- o ft.. S A' -1? / Pr oc- arl4 . ST1:2 t 0- C, -�7 f„ v 6ty. t ,c ta. 1 } . 4-•0o s. t r = I S`6 4. 1 - c.,2) sr,./ tirr-s-c -ra-3 f b■ P8w-i21!•0-04 q.3.614-,-; c21.61..,,..,■ Lt-1,..s- L et--z--1 / .L i.C.- v L6 -2:›l,. _ r 2- 1 40. I lz. r 1-4-61 z a, ?b !b s I"'•_ ,6-1,, 1.12 +.004 .- (6Zf 1.04 . Conte -r-G' U 3 . 4 _ "1 • . • S W- ¢n--r� z .a7 t. 00 9 ,4 c . e t 4 /4- • 2 /13 o 4-4 V d C,'" /-- jam I �,.<, i_A -- e E.-A , [.mac= -E�.- , Co ` 5 2.0 tit '_ t 3 - k.,20x2 1,S ,6a''-it Sz 4-T a- , 0� t�3 • 60 •b ` •n ` ( 2.24 -L..�; c 2(. 4_ va-3- L 3x. 3x1 0_ ¢31,_, Cl- I- c -tle—t A - -.4- -.t5 L. l.c5 -t s -t-U2 GO lam. P P-- C0 4 J r 0,5-4 /2..1'x4.( •2- ..3, cL.3 -1:°- 3.' -S /4 ,+ - :74 k-- < 4 F -6 C tc ( Exhibit 32 Page I33 of ,65-7.--Pages ,OBIS CONSTRUCTION CO., INC • P.O.BOX 22336 JOB TITLE / 4-k 4-2> l i EUGENE, OR 97402 JOB NO. SHT.)71--5 OF PHONE (541) 343 -2436 CALCULATED BY SL DATE 6P-77/o r FAX (541) 485 -6443 . , CHECKED BY JAC DATE G� /n', • REFERENCE: ' • w a . w bc t 0025 a ,.;0 6 . � 44.1■■•■ 't- T re- /+17...0 12.s s,2f ( !mot 14 1 . D SSA. • M g i w c, 2 l Zz L 3, 7$ t,,J .�— co^ s �„a L . • ' e r t 2 , S z - c i ) - a / 2 4 - - 0 , . , 51. - l�() OD25.41/4. ., 61-°6 p c9- • cl a q..� 4.1g -F • 11 ' A -')( r ST-n-1 /�J t9. - c 1? . S 4 -2" D. C, • • • • • • • • • • • • • • • • • Exhibit 3 • a. Page ! 3 ' i of � �2.-• Pages ,OBIE CONSTRUCTION CO., INC . • P.O.BOX 22336 JOB TITLE Id- k V--F EUGENE, OR 97402 JOB NO. SHT. /4--,G OF PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 (' to/ FAX (541) 485 -6443 CHECKED BY JAC DATE Gl / I REFERENCE: .. . - . • (} s 1-I 6-1+1 R_ . S I 10 -t 5 F i3 • • L-4 Q rQ ^ s`rt I2,s t .431 icA4 • • • - , 7 t S, S2!• Z' S r S S '-k W / Lo A-> 1:0 ✓ r2-#11-0 ti! . 7 -c.V ? 1, 3'3 • . km ti. 343,S/1-4 • • • V,-c W P i- va1- -6. ..—_ . L4 • 0Prtl414T . U l l')rSf21_. • = 35'* 1 . r - c,-4 -D Cam a, K. °, _ 9 It - : v R• z- LG- b 4-C .2.12 a, - I g N i rocts T2 J -14-4. 4 1- r r,�f ' , e, • 2g a S - N��t. l2 . S s d - , a - 1:3R I2, f ,e4, 6 I - ._ - - F fr i J r 2� 12 ot t, ' - 61 N . ' R2 1M'J7, 3 d �3 4 2 .5 1 Z 6 b T ,t 17.T'� 1 S' ;� -�- I I. 4- . 12 364. 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I ' Fb Mb CAP - Fv 'Mt CAP L max WT /FT • in in ksi in3 ;in4 ksi ft •k ksi .ft k . ft # /ft '30 '0.250 '35 172.3 2585 : 19.5 • 372.8 14.0 • , 534..8 45.4 79..5 30 0.281 35 193.1 2897 20.2 432.4 14.0 599.3 60.7 89.3 30 0.312 35 213.8 3206 20.9 • 494.8. 14.0 • 663.3 78.9 99.0 30 0.344 35 234.9 3524 25.2 • 656';1- 14.0 729.0 UNLTD 109.1, - 30 0.375 35 255.3 3829 25.2 713.0. 14.0 792.3 UNLTD 118.81 30 0.406 -35 275.5 4133 '25. 769..5' 14.0 ' 855.1 UNLTD 128.5 30 0.438 35 296.3 4445 25.2 '827.6 14.0' • 919.5 UNLTD 138.4 30 0.469 35 316.3 4744 25 883.4 14.0 981.6 UNLTD 148.1' 30 0.500 • 35 336.1 5042 25.2 938.9 14.0 1043.2 UNLTD 157.7 30 0.562 35 375.5 5632 25.2 1048.7: 14.8 1165.2 UNLTD 17.6.9 • 30 0.625 35 414..9 6224 25.2. 1158.9 14.0 1287.7 UNLTD 196.3_ 30 0.656 35 434.2 6512 . 25.2 ' 1212 14.0 1347.3 UNLTD' 205.8 30 0.688 35 453.9 6808'25.2 1267.7 :14.0 1408.5 UNLTD 215.6 30 0.750 35 491.7 7375 25.2 1373.3 14.0 1525.9' UNLTD 234.6 30 0.875 35.566.5 8497 25.2 1582.1 14.0 1757':9 UNLTD 272.5 •30 _1.000 35 639.3 9589 25.2 .1785.5 14.0 1983.8 ••UNLTD 310.1 i Exhibit 3.2. Page ►�(°] of 7�?s Pages • Obie Construction Co.. Inc. 'O8 'E P t p s c a -P,oG� r � •�s P 0 Box 22335 .108 K. SNT M' I. ? 0F • Eugene, Oregon 97402 CALCULATED S . / • (541)343 -2436 CALCULATED crr DATE ! &/ Fax (541)485 -6443 CHECKED BY care i SCALE - • REFERENCE • • • • H. Ct-t E,, CC4•/s:61 1 tE S - FOR. Pi PES n • 7r(D, -o . WNERI 'D - 0.0 - . • 32 0 Oz= 1.°- • -•_- '5O , . ...:a4:• Z - • ''Fb = : 72• F (IF ° /r,< 33004 F, • E r 13aoo> °/ > 330 0/ . M j/" MUSS !1u GItE/+5) • b • CAP - S x F6 x i-33 12 • Fi (IP • - F -( - • oR • 4) . o Fy • . FY = (me LARGE.04 23 a ao • �� boo • ° /r) �4 . ri Dl l ai r F 4� y �� b z1s Fite/4p = (2I) X 1 .33 / (MESS. INCREASE) . ° /2)12 - • DI A WALL Fy S .• I Fb Mb CAP • . Fv Mt CAP. w L tax' WT /FT • p li . .. in ks i in3 in4 ks i ft k ksi ft k ft " #/ft • 249.2 4486• 18.6 513.7 14.8 773..4 •.34_.5 95.6 • f36 0.281 35 279.4 5029 • 19.2 593.5 14.0 867.1, . 46..2 107.3 36 .0.312 35 309.4 5569 19.7 676..9 14.0 960.2 60..0 119.1 • ;36 0.344 35 340.2 6124 20.3 766.5 14.0 1055.9 76.6 131.1 • 36 0.375 35 369.9 6659 2o, c) gsG,•-7 14.0 1148.0 95.1 142.2 _ •36 • 0.406 ' 35 399.5• 7191 25.2 1115 14.0 1239.7 t1NLTD 154:5 ,36' 0.438 35 429.8 7737 25.2 1200.5 14.0 1333.9 UNLTD 166.5 36• 0.469. 35 459.0 8263 25.2 1282.1 14.0 1424.6• UNLTD 178,.2 :36 0.500 35 488.1 8786 25.2 1363.3 14,0 .1514.8 • UNLTD 189.8 •36 0.562 •35 545.8 9825 25.2 1524.4 14.0' '1693 IINLTD 212.9- 36 .0.625 35 603.8 .10868 25.2 1686,.1, 14.0 1873.8 UNLTD 236.4. • •36 - 0.65.6 35 632.1 11378 25.2 1765.5 14.0 1961.6 UNLTD 247.9 X 36 _0.688 35 661.2 _11901 25.2 1846.6 14.0 • 2051.8. UNLTD 259.8 36 0.750 35 717.0 12906 25.2 2002.6 14.0 2225.1 UNLTD 282.7 . '36 - 0.875 35 827.8 14900 25.2 2312.0 14.0. 2568.9 UNLTD 328.6 • 36 1.000 35 936.2 16851 25.2 2614,7 14.0 2905.2 UNLTD 374.2 Exhibit 3.7.- , Pa a I'/ of /Pages OBIS CONSTRUCTION CO., INC • P.O.BOX 22336 JOB TITLE 14 - - 4 'F . V • EUGENE, OR 97402 JOB NO. SHT.M -! 30F PHONE (541) 343 -2436 CALCULATED BY SL DATE 3 74/0/ FAX (541) 485 -6443 CHECKED BYJAC DATE Ip o/ REFERENCE: i l P6- . M,0 M-' , i TL • • • 5= l (D,4 -Di ) WHERa __ D : 0.0. . 32.D, • D I. o. • - • • 2 ' F6 2 = .7 F 1 OF ° /r < 33oo /F�) - •Fb =. 66 r + . A_F . ( IF 1300, > D. > 330o/ ) • . T'16 CAP = S x Fb x 1.33 (51-",5 luus a ') - 'FY•= .4 Fy (IF /r < F 0R 9q 1 /s • • • • FY (raE LARGER oP) I-38°° Ii boo. old a 657 49 4 • • (p /T) 7 4 I`° /r)3 /z ( I i� /T� Fla Vs (Yo) Vs Al4 r F . 2s • MtcAP ■ (2=) X I.33,' - CsTR65s INCREASE) / z)!2 . DIA WALL .Fy S . I Fb ' Mb CAP Fv Mt CAP L max WT /FT in in ksi in3 in4 ksi ft k ksi "ft k ft # /ft • 42 0.250 35 .340.2 7145 17 :9 676.5" .14.0 1055.8 27.4 111.6 42 0.312 35 422.7, 8877 18.9, 886.3 14.0 1311.8 47.6 139.1 42 • 0.344 35 465.0 9765 19.4 1001.0 14.0 1443.1 60.8 153.2 42 0.375 35 505.8 10622 19.9 1116.2 14. 1569.6 75.4 166.9 • 42 0.406 35 546.4 11474 20.4 1235.3 14.0 16'95.6 92.0 180.6 42 0.438 35 588.1 12350 20.9 1362.5 14.0 1825.1 111.2 194.6 42 •0.469 35 628.3 13195 25.2 1754.9 14.0 1949.9 UNLTD 208.3 42 0.500 35 668.4 14036 25.2 1866.8 . 14.0 2074.2 UNLTD '221.9 42 0.562 35 747.9. 15706 . 25.2 2088.. 14.0 2321.0 UNLTD 249.0 42 0.625 35 828.0 17388 25.2 232.6 14.0 2569,.6 UNLTD 276.5 42 0.688 ,35. 907.4 190 25:2 2534.2: 14.0 2815.8 UNLTD 303.9 42 0.750 35 984.7. 20679 25.2 275:0,4 14.0 3055.9 UNLTD 330.8 42 0.875 35 1138.6 23910 25.2 3180.0 14.0 3533.4 UNLTD 384.7 42 . 1.000 35 1289.6 27081 25.2 3601.8 14.0 • 4002.0 UNLTD 438.4 Exhibit 30- Pa e pig of / .-Pages