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Specifications t: /s�!/,,97_/V3 •/dp, OBIE CONSTRUCTION CO., INC /05 S-c VSO S ` P.O.BOX 22336 EUGENE, OR 97402 PHONE (541) 343 -2436 FAX (541) 485 -6443 COVER SHEET SIZE OF SIGN: (4- X 4-8 HAGL: 5 - O 3o pSf- To 2O -0, 144(, WIND LOAD: 35 ps 'I=rk M 2S -O TO 6ro -O t +#6 -1am ALLOWABLE SOIL PRESSURE: 4,o 19 r S - � RECEIVED STRUCTURE DESIGN: APR 01 2003 CENTER MOUNT . CITY OF TIGARD PARTIAL FLAG '(col. loc. BUILDING DIVISION V FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V V -BUILD • ANGLE OR F' - (MAX. ,OPEN "G) V BACK TO BACK OR SINGLE FACE FOOTING DESIGN: /1R'3± ROUND _.. � ; uv6 -`Ft). 3.361' r^ v SQUARE VALID 0 WET SEAL 12; 'EG0N SPREAD 1 17 1'd ticc � ACN Ps " • SPECIAL CONDITIONS: 5000 I b $. TR I V I s,1 w cArPoors.Lc SEP 1 2 200Z THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT OVER 180 DAYS PRIOR TO PPRMIT APPLICATIONS, • -TABLE OF CONTENTS CRITERIA CS - t, c S- z HEAD DESIGN ... H-1 1 LO TORSION DESIGN .-- T -1T Z 1 T_3 COLUMN DESIGN .- C -I FOUNDATION DESIGN F -I I 2 I F - 3 PIPE MOMENT CAPACITY CHART ° • J‹ • • OBIE CONSTRUCTION CO., INC P.O.BOX 22336 J O B TIME I d + 4 F>`' EUGENE, OR 97402 JOB NO. SHT.0 4 -I OF PHONE (541) 343 - 2436. CALCULATED BY SL DATE 6/7210] FAX (541) 485 -6443 CHECKED BY JAC DATE 6 h'70/ REFERENCE: CRITERIA SPECIFICATION CODE; L 0 11 U C� STEEL ASTM A-36 FY = 36 - 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 'N' 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 r `YA- PSI SEE SOIL REPORT OF UBC TABLE NO. (g -I -6 • ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 4- b PSF /FT SEE SOIL REPORT OR UBC TABLE NO.1 S - i -A ( r2...0 d Pr 41 .�f- DESIGN LOADING . ��4. F re- O 2, WIND = 3J PSF TO 2 4-41.A... 4i' S rps,4- on 2s TO 6A-0 LIVE . = FRONT CATWALK - 24"PSF OR * (4) 200# MEN. AT ANY POINT 4A-out, REAR CATWALK - 2i; 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 Ce 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 • -• - Page of Pages • • ( Ante Coast?-uc: ion Co, . Inc. - P a Box 22238 JOB TITLE l 4-x- 4-$ 'F Eugene. Oregon 97402 JOB NO. SHT,Cc -20F ( -2435 CALCULATED BY SL DATE 6(2,x!toi Fax ( -5443 CHECKED BY JAC DATE 6 C..E4 F c•t.c t ArZ... 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()_ , I 2-6,5?2. -_ — 4-1,'), -7, ' l 2 -p l3l &.'S 31. - : :41.33 _ I3 - 6" 0 -0' td -44.4 . 32.34- 4 -.'c • . ler -o 3S' -o` I5vo.4- 32 4S, (4- 15 - o" ei-o- O` (7273.7 .33, 7 1,1 2 . icc - 4 -gyp' ... 1 4' -G" . 4s' Le?2_t , 33. s.rx;) . . 1s -o` sd 2026. I 3 d..3D - •- : s9,0) •1 Go -o' v7,41, 3s, .. • GC, ,s 4- 5 , 1G - (0 • , . . Exhibit Page frk of . clj __ Pages • Obie Construction Co., Inc. J08T11L ! 4 ` " , V P 0 .Box22335 JOB N. S1'•r A441.4 ,I OF Eugene, Oregon 97402 cm.cuLAr=• BY sc.._ Dar J 1541)343 -2435 04 EY, / nar 1► ) Fax (541)485 -5443 • Rc. E Cc M.G c. A-4 -I TCSS 7c-c2 pt Pc.i • . 5= Ir(D -0Z) WHERE 0 = 0.0. • 32 D DZ : I . o. • • • • Fb : :72..F (I F °/r 4 33 0o / :F6= 662 +� ( Ir- I3000 P4- > 33oo/ • • s / ( 5"1" IN CREASE) Mb CAP = SxFbxI.33 . • .12 FY = .4 F. CIF /T < (2575• c qq / • Fl ' / s C 1 7 / D)* R F =/s • • FY . (mE LARGER OF 2.3 8oc II(,co • . • (p /r) � °R °/ 3/•z L ° �T 6 � �s A ttic q9 mss • �) Ft rs ( FV MtcAp = Fy (2I) - (STRESS INCREASE) .Cat) it x 1 .3 3 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 • . 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 118.8: 30 0.406 35 275.5 4133 '25.2 769 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, 14.0 1165.2 UNLTD 176.9 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 Exhibit Page of 41 Pages JOB tms Pips- C-.4-PA-1 r i s Obie Construction Co., Inc. P 0 Box 22338 JOB Na Stir. M l � Z OF �� Eugene. Oregon 97402 cattuuTe°•tn S `--- DATE 1.7 ° ( -2436 Fax ( -6443 °iD �' D/7E • SCALE • • • REFERENCE • • • : • • • M.dK EAR' G•A•�/�•C ! t IE S 'F-0 p_ 'P I F+'Es . •y5- 'n (D, -DZ) WHERZ D 0.0, 3 • 21; - DZ =1.o. . • • .. ....2-1 'SO • • ; 713= . Fg (1F ° /r.< 330041 . . F6-. 6Gzr ' + 4 . F ,, (lr- 1300 *> a. ° /r >330o / : _ !± *TRESS IN CM e.A5L) , - SX Fl) x1.33' • • 12 . • I : FY - • 4 F ( 4� 6575. ' =14- _ • • • • F1 s °R F 2 /3 ) • : Fl- (TRE LARGEA. .OF)._ -aa° 0 P. - / - � � CIF n/7 > 6575 . tNc q9 4 . . /r) fir) ?. F ,44 (yD) 3's - . Z , �'� ) tc = Fy (2.I) x 1.33,- (STRS55 INCREASE) i !2 H DIA WALL Fy S I Fb Mb CAP ' Fv Mt CAP. L max' WT /FT • • • 'in ' in ks i in3 in4 ks i ft k ks i ft k ft " # /ft • 36' 0.250 35 249.2 4486 • 18.6 513.7 14.0 773..4 • 95.6 • 136 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 9E0.2 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,9 6s6,") 14.0 1148.0 95.1 142.8 • X 36" 0.406 35 399.5 7191 25.2 1115.8 14.0 1229.7 UNLTD 154.5 , 36 . • 0.438 35 429.8 7737 25.2 1200.5 14.0 1323.9 UNLTD 166.5 .36• 0.469. 35 459.0 8263 25.2 1282.1 14.0 1424.6 UNLTD 178,.Z '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 UNLTD 212.9-c- _ :36 35 603.8 10868 25.2 1686..4_ 14.0 1873.8 UNLTD 236.4. . •36 - 0.65.6 3.5 632.1 11378 25.2 1765.5 14.0 1961.6 UNLTD 247.9 ,36 _0.688 35 661.2 .11901 25.2 1846 14.0_ 2051.8 . IINLTD 259.8 • • 36 0.750 35 717.0 12906 25.2 2002.6 14.0 2225.1 UNLTD 282.7 . :36 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 29E5.2 UNLTD 374.2 . Exhibit • Page of a1. ages . - OBIS CONSTRUCTION CO., INC - P.O.BOX 22336 JOB TITLE 1.4-- � et •P F . ✓ EUGENE, OR 97402 JOB NO. SHT.M -130F PHONE (541) 343 -2436 CALCULATED BY SL DATE s o / FAX (541) 485 -6443 CHECKED BY JAC DATE r/4 o/ REFERENCE: • l p >_ . M,o est;'G`N e. A t T c L i . s= 1r( -Di) . WHERE D 0.0. • • . . 32.D DL:. I. D. • - • I- Sp • 2 F6= . ?2 F, (1F ° /r < 33004) • • : F b = • G G Z T + . +F � ( ,r- 130c?). ( VT > 33OO / • • ( SrItEs IN Cf . ASE) . Mbv,P= SxFbx1.33' . . .l2 . • •Fv= .'f- .d ( < F * s ( 1 /o) °`k F 1/3) . : F . (DRS LARGER op) _ 2.38 o0 0� ' 657 q 4 . y D ( ° / r ) % e)/r)31-2" (I F � 4 / S (YD)5. ' Fig ) MtCAp : pf (21) . (STP.ES5 INCREASE) • 12 x 1. 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 4 139.1 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 18 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..9 14.0 2321.0 UNLTD 249.0 42 0.625 35 828.0 17388 25.2 242.6 14.0 2569..6 UNLTD 276.5 42 0.688, 35 907.4 19054 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 Paef • C1 Pages