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Specifications NOTES: 917 � � 1 / TOTAL SIGN FACE AREA = 672 SQUARE FEET 5- „SA) S ` OVERALL STRUCTURE HEIGHT = 77 FEET • GROUND TO BOTTOM OF SIGN FACE = 63FEET p � Apn 22 2Q13 CITY OF TIGA .D BUILDING DIVI.ONI • 48' -0" ADVERTISING SIGN MESSAGE AREA 14' - 0" (Demonstrates Flood Lamp Lighting Pattern) 77' -0' \. Maintainence Walkway EXTERNAL ILLUMINATION 400 Watt Halophane Shielded Flood Lamps Steel Support Column Grade at Column See Plans CONCRETE FOOTER See Plans MEDIA ART, INC ELEVATION PLAN - ADVERTISING SIGN 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 / 7 Page of )&-?— Pages rj • OBIE CONSTRUCTION CO., INC P.O.BOX 22336 EUGENE, OR 97402 - • PHONE (541) 343 -2436 FAX (541) 485 -6443 COVER SHEET SIZE OF SIGN: 14- X HAGL: 5 - G p A M 3 o ps 1< To 20 p, WIND LOAD: 35 ps f 'Fri-or,-1 SS -0 TO 6A ALLOWABLE SOIL PRESSURE: etio D r -(' . STRUCTURE DESIGN: CENTER MOUNT • APR 2 2 2603 PARTIAL FLAG ' (col . l oc. ) CITY OF TIGA;D V FULL FLAG - (col . loc. BUILDING DIVISION EXTENDED FLAG (col. 1oc. ) OFFSET • V V -BUILD ANGLE ORS FEET MAX. : OPENING) V BACK TO BACK OR SINGLE FACE S' RUCT(/ i C � REq P ROFF S FOOTING DESIGN: �, GIN si ROUND :.. .4 a V SQUARE ORE •N VALID ONLY :T y o o 4, SPREAD .. WET SEAI.•ED < • 23 , 2 P ' SPECIAL CONDITIONS: ' W'• SG Soo() 167. T►zlVl‘�� 'EXPIRES. THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT OVER .ligu2ALI PRiof To PERMIT APPLICATIONS, • ' • -TABLE OF CONTENTS CRITERIA CS -1 c s- z HEAD DESIGN - -' -' H - I 1 TORSION DESIGN •- T -I T--2 �T -3 COLUMN DESIGN . C_I FOUNDATION DESIGN F i �- Z t r.- 3 PIPE MOMENT CAPACITY CHART M 1 r 14 -2 - (�� 1 12-2--0 l2 - -Q I Ir • " OB1E CONSTRUCTION CO., INC P.O.BOX 22336 JOB TITLE I d k 4->3 P EUGENE, OR 97402 • JOB NO. SHT.C-s - 1 OF PHONE (541) 343 -2436 CALCULATED BY SL DATE 6021o/ FAX (541) 485 -6443 CHECKED BY JAC DATE 6 (")7/o/ REFERENCE: CRITERIA SPECIFICATION CODE: 1 Q t/ U STEEL: ASTM A-36 FY = 36 K I 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 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS . - SPREAD FTG. ALLOWABLE BEARING PRESSURE 1 /A. PSI SEE SOIL REPORT OF UBC TABLE NO. 15-1-6 ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 4. b PSF /FT SEE SOIL REPORT OR UBC TABLE NO. - ( - ( e 2.00 4"1-4- DESIGN LOADING Fa-v oa. O F 2) • WIND = '3 PSF TO 24 i iti 4 3 rp O,, T 2 7--C - ' 6 LIVE , = FRONT CATWALK - 2;"PSF 011 MEN. AT ANY POINT REAR CATWALK - 2.5 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 2 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 ,A D • W Page ( of /�� Pages • Obfe Construct= Co.,' Inc. P o BOX 22338 JOB TIME Eugene. Oregon 57402 0 IOB NO. SET. 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T-7- OF PHONE (541) 343 -2436 CALCULATED BY SL DATE 6(2(f o! - FAX (541) 485 -6443 CHECKED BY JAC DATE G / /o/ . REFERENCE: S MA) LC - 4 S 51. -/Su'z oI J . 1 - 3 4 "i L6" MAX. MIN. - FavLT i • � I ::.1. , BOLT FLANGE 1 TENSION , THICK STIFF. WELD Min `� grIff: ft. I 26 5/8 10 X 1/2 1( 4" 31.5 11/16 I `' - � • 37 3 / 4 I _ 43.5 13/16 5 1 U . 41 • 0 7/8 5/16 gM_ 58 15/16 5/16. 66 1 I _3/8 {O" 30 5/8 0X1 I4- -1.24" 6 40 11/16 I `' F --- BOLT _ X -- 50 3 4 I I gA et3/16 I W • 70 7/8 12 X 1/2 5/16 eli #. rt. . i a _ 80 15/16 ` I V ( 5/16 _ 90 1 I I 3/8 r si `� 14 1/2 8 X 1/4 I 1/4" 18 9/16 I . �� 22 5/8 26 3/4 Is 30 .7/8 - / I V _ 6oL-f • �f1Ff t� !limo � • . , , IM =x Ibiet • • • Exhibit ;ID Page - 75 of • Ie -Pages ` • Obte construction Co., Inc. 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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 118.8. 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 1481 30 0:500 •35 336.1 5 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'.6 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 4o Page 5r.i of �, Pages - Obfe Construction Co.. Inc. JOB �' P s - Pact r � s P Box 22338 Jos as sxr. _ fri _ 1 4 Eugene, Oregon 97402 cAtcuurm S �� ( -2438 °A Fax (541)488 -6443 cr+ecxso BY DATE :. _ SCALE - • REFERENCE • .MM 40/3-•G1't'IES 'F3R_ 'PI P't-S - • • 4 32 0 D 1. D. . • .. •. - Z.& '50 ' lb - .72....F . ( . IF ° /r.< 3300/F) • •• F1= . G6Zr + + F � ( Ir - l3oa *> ° /i- >33oo/ D _ • :Mb CAP :: 5 x Fb x I.33 (srRESg w cr{ -sad : • . 12 •.. . • Y F .0 ('�) l; - . . n" a F.,"/3 i • d FY = (THE LARGER-ac). 258ao :16°01 y � ; 7 oR 2 C 6575 q9 4 1D (VT) �c�. D `1 0 � Fa 4/s (.1,.).s.. �� D. F = Mt = .., (2I) �•(STKESS. 11:1CREASE) ° /z) 12 x 1 • DIA WALL Fy S I Fb Mb CAP' • Fv - Mt CAP_ L max' WT /FT • n ' in ksi in3 in4 ksi ft k ksi ft k _« ft # /ft • • ;36' 0.250 35 249.2 '4486* 18.6 513.7' 14.0 • 773..4 •.34_..5 95.6 - j36 0.281 35 279.4 5029 • 19.2 593.5 14.0 8E7.1 . 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 9, 6,"1 14.0 1148.0 95.1 142.8 :36" . 0.406 • 35 399'.5 7191 25.2 1115:8 14.0 1239.7 UNLTD 154:5 X36' 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 1434.6' IINLTD 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..8 UNLTD 212.9 - :36 .0.625 35 603.8 .10868 25.2 1686..4_ 14.0 1873.8 UNLTD 236.4. • •36 .0.65.6 35 632.1 11378 25.2 1765.5 14.0 19E1.6 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 35 717.8 12906 25.2 2002.6 14.0 2225.1 UNLTD 282.7_ • . X ' 36 - 0.875 35 827.8 14900 25.2 2312.0 14.0. 25E8.9 UNLTD 328.6 36 1.000 35 936.2 16851 25.2 2614.7 14.0 29E5.2 UNLTD 374.2 • Exhibit 20 Page 2.2 of Ft,)- Pages OBIE CONSTRUCTION CO., INC P.O.BOX 22336 JOB TITLE I t k- 4- F . V EUGENE, OR 97402 JOB NO. SHT.1-1-130F PHONE (541) 343 -2436 CALCULATED BY SL DATE 37 0/ FAX (541) 485 -6443 CHECKED BY JAC DATE r /o/ • REFERENCE: I P >_ . • A : M- ��-- r'ia -� r T • • 5= 'ir(D,4 -Dz ) WHERE c 0.0. 32D D. 1.D. • - • • I= o • • Fb: .72 F� (IF o/ < 33oo /) • :Fit G6D r + +F , (1r- 13oo9,> °/ > 33oo� Mb CAP : S x F6 x i ( ST"ss Iu crz�►se) - • A2 • • Fv= -4 F (IF Dior < C'S �s °a 9 q 1- • i ( ` /D) F • F E 23 8 00 11 • Y (T`k LA OP) c OR Ohoo (IF �/r> 6S-7g q9 4• ( /r) 4 C /r) ` F 4 /s (YD)�s '414° . F1143 • MtcAp ( 2) X I .33� - ( STP.E.5 II4CREASE) • /012 • • 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 17i9 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 2038.. 14.0 2321.0 UNLTD 249.0 42 0.625 35 828.0 17388 25.2 231.2.6 14.0 2569 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 }''� • � Page ''-3 of f FP$� Pages