Specifications c ?g-ur o 2cie2 � - cir f/a 9 W Imo, ( Q
NOTES: g�v V e L�� 1�/
TOTAL SIGN FACE AREA = 672 SQUARE FEET
OVERALL STRUCTURE HEIGHT = 45 FEET
GROUND TO BOTTOM OF SIGN FACE = 31 FEET APR 2 2 2003
CITY OF TIGARD
BUILDING DIVISION
48' -0"
ADVERTISING SIGN MESSAGE AREA 1 4' - 0"
(Demonstrates Flood
\Lighting Pattern
Una.. ) my,..as
V Maintainence Walkway
EXTERNAL ILLUMINATION
'; 400 Watt Halophane
Shielded Flood Lamps
31' 0"
Steel Support Column
ri
�, -s c
Grade at Column
See
Plans ty
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 AS
Page /519 of
J 2 —Pages
I ' Y ' • OBIE CONSTRUCTION CO., INC
P.O.BOX 22336
EUGENE, OR 97402 -
PHONE (541) 343 -2436
FAX (541) 485 -6443 COVER SHEET
SIZE OF SIGN: Id — X 4 - 8
HAGL: 5' - p
3 o p s f To 2 - o - 0 l-IAcCyL
WIND LOAD: 35 p l=no ti-t 2S� -o' 7O 6A - 474-6--t..-
ALLOWABLE SOIL PRESSURE: 4oO 1 ,4
STRUCTURE DESIGN:
CENTER MOUNT �0
499 9
PARTIAL
TIAL FLAG *(col. loc. ) 0 ®% aFr` 2 ?(p3
FULL FLAG (col. loc. ) ��O / fr � SOO
EXTENDED FLAG (col. 1oc. )
OFFSET
V V -BUILD • ANGLE OR FE . U 'ENING)
BACK TO BACK OR SINGLE FACE S C R 9 PROF -
•
FOOTING DESIGN: �� 0 i 0 9
ROUND 1 ��� I,4'41 -
y SQUARE OREGON
VALID ONLY Ve`B : �°' m
SPREAD
WET c<' / ,F 23 ,
ZG, '
ET SEA C
-SPECIAL CONDITIONS: I EXPIRES: CP 3D -ell I
S000 l bs. vt j 4 1..0
THESE ST1IUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT
ovER 18 -- 0 P RIOR To PERMIT APPLICATIONS,
• - TABLE OF CONTENTS
CRITERIA CS -t, cs-
HEAD DESIGN
H too
TORSION DESIGN -- • -
T -I 1 - r2 �T -
COLUMN DESIGN C -1
FOUNDATION DESIGN F - T � � -
0 cn
PIPE MOMENT CAPACITY CHART M - I ^,z IPA _ meL /IA
Ili a
1 - -o
•
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'OIIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 1 d k 41, F
EUGENE, OR 97402 • JOB NO. SHT.cs -I OF
PHONE (541) 343 -2436 CALCULAII I) BY SL DATE 6 2210)
FAX (541) 485 -6443 CHECKED BY JAC DATE 61,7/o/
REFERENCE: CRITERIA SPECIFICATION
•
CODE: L C 3. - 7 Uji.a.
STEEL: ASTM A -36 FY = 36 K1
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 "IT'
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 /A- PSI
SEE SOIL REPORT OF UBC TABLE NO. I
ROUND OR SQUARE CAISSON FTG.
ALLOWING LATERAL BEARING PRESSURE 4- b PSF /FT
SEE SOIL REPORT OR UBC TABLE NO. I $ -1 -A ( Paso o i '� .� /ft 7 e4.:
DESIGN LOADING 1=4 -4,1"D o F 2 )
WIND = '3 J PSF TO zo laA�i�1r 44-Nr 3a'p 4- 'f= i2.ori • 2 C ' V .tom 6 � -17
LIVE . = FRONT CATWALK - 2; OR • (4)200# MEN. AT ANY POINT
REAR CATWALK - 2 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
BO 1.53 27.0 31.1 35.1 44.6 54.8 66.4
•
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Eugene. Oregon $7402 JOB NO. SHT. Cc -$)F
(54,1343 -2438 CALCULATED BY SL DATE 6(2-2/0/
Fax ( CHECKED BY JAC DATE 6/2.779
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Pa a !(W, of
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P. O.B OX 22336 JOB TIME ¢ - � iG F
EUGENE, OR 97402 ' . JOB NO. SHT. 1+ I OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6[a-z fo/
FAX (541) 485 - 6443 CHECKED BY IAC DATE 6 /73/0i
. REFERENCE: . - 1
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• ' • 'OBE CONSTRUCTION CO., INC •
P.O.BOX 22336 JOB TITLE_ (4-k- 4- 13. .1
EUGENE, OR 97402 JOB NO.SHT•L) -2-OF
PHONE (541) 343 - 2436 CALCULATED BY SL DA/t) a
FAX (541) 485 - 6443 CHECKED BY JAC DATE 4.1a -
. REFERENCE: .
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Page to • of
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'OBE CONSTRUCTION CO., INC •
• P.O.BOX 22336 SOB TTTLE / LA- 74- F i5/Ii
EUGENE, OR 97402 . JOB NO. SHT. li 3OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE ______ _ q zl av
FAX (541) 485 -6443 CHECKED BY SAC DATE �o�
. REERENCE:. -
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Obie Construction Co., Inc. josTTTL° I c . di!) ca
P d Box 22336 403 N0. SHT t.-- 4
Eugene. Oregon 97402 - cuz:LA - r SY s(— DATE -7 / kr/ i
(541)343 -2436 0:�,, a _ 1./--,- AT 1/ grq
Fax (541)485 -6443 soma
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Page t to � of
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OBIE CONSTRUCTION CO., INC •
•
P.O.BOX 22336 JOB TITLE / 4 - k - 4 f
EUGENE, OR 97402 • JOB NO. SHT.» OF
•
PHONE (541) 343 -2436 CALCULATED BY SL DATE GP -7101
FAX (541) 485 -6443 CHECKED BY JAC DATE G� V ni
REFERENCE: • •
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Exhibit MC
Page 16,7 of
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, • OBIE CONSTRUCTION CO., INC -
P.O.BOX 22336 JOB TITLE N-- k 4 15 V-F
EUGENE, OR 97402 JOB NO. SHT. R' OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE G 1axy I
FAX (541) 485 -6443 • CHECKED BY JAC DATE 6/7:41.0 I
•
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Page 1(® of
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• OBIS CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE l ¢ -4-Qy •'F
EUGENE, OR 97402 JOB NO. SHT. 14-7 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 0/22/0/
FAX (541) 485 -6443 CHECKED BY JAC DATE 6 /
REFERENCE: .. .
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Page (� -of
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Oble Construction Co., Inc. • jormu 1 4-' , `i C-Mit
P 0 Sox 22338 • Boa No. ss1 H - 8 of
Eugene. Oregon 97402 c:icrurm oa, / /
(541)343 -2436 c}-..,m 1 -OATH 1 141
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Page 170 of
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• Obie Construction Co., Inc. JogrtrLE I + v
P Q BCK 22338 JOS N0. si-fT' 4 - 9 OF
Eugene, Oregon 97402 •
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1 Page 1 7 j of
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• OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE I 4
EUGENE, OR 97402 • - JOB NO. SIT, t- l--loOF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6.(z-yot
FAX (541) 485 -6443 CHECKED BY JAC DATE 4. 0-zyo/
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P.O.BOX 22336 JOB TITLE 4 4- » , F F
EUGENE, OR 97402 JOB NO. SHT. T .. OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 fra2/ a
FAX (541) 485 -6443 CHECKED BY JAC DATE a /1210/
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Page /79 of
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' ' OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE I ¢15 F7
EUGENE, OR 97402 JOB NO. SHT.T - .0F
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 /2r /dy
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• REFERENCE: - ,.
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Page /7 of
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• Obte Construction Co., Inc.
P 0 Box 2233 .ros mt: I d
Eugene, Oregon 97402 Ana N stt r ' OF
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OBIE CONSTRUCTION CO., INC •
- P.O.BOX 22336 JOB TITLE 14- k c4 Fr
EUGENE, OR 97402 JOB NO. SHT. c-1 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 il l °/
FAX (541) 485 -6443 CHECKED BY JAC DATE 0
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P.O.BOX 22336 JOB TITLE L 4 - z .
EUGENE, OR 97402 JOB NO. SHT. F OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 r b
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Page r 7 7 of
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' OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 70B TITLE (¢ k 4 "FF •
EUGENE, OR 97402 . JOB NO. SHT. 2OF
PHONE (541) 343 -2436 - ., • CALCULATED BY SL DATE 6/-0/0 (
FAX (541) 485 -6443 . CHECKED BY JAC DATE (a (zo/
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• ' ' .OB•IE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 14 k 4. 'PP- •
EUGENE, OR 97402 • JOB NO. SHT.Y -'3 OF
PHONE (541) 343 -2436 . - •• • CALCULATED BY SL DATE 6/ t/o (
FAX (541) 485 -6443• - • - • CHECKED BY SAC DATE C r z f o f •
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Obie Construction Co., Inc. JosTra /4-4-C F , v
P a Box22336 JOB NO. SHT M-141 OF
Eugene. Oregon 97402 C.:craurs.J• sY C4- MATE) 1 j tett7
M41)343-2435 Cry 9Y l cAT 0 f Ar7
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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 . 769.1 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'.2 883.4 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 14.6 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 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 3
Paeifs /3 of
/?....)-Pages
r
,
• • Obie Construction Co., Inc.
JOB TTTLE
PI P� ca- P,c�.1 r►s
P 0 Box 2235 3 JOB Ha..____ SHT: 1.-.1- 14
Eugene, Oregon 97402 • S v
(541)343 -2436 CALCULATED crr DATE S�,
FaX (541)465 -6443 CHECKED ar' DATE
SGLE •
• • REFERENCE ••
', r ( D t 4- Dz) WMERi 'D, - 0.0 • . . • 32 D Dz.: I. o.
.. •_: •5p
''Fb= .72 F (' °/r < 3300 /F)
; F) 66 T + -4 ( 1& 13000 Yr > 33oo / _
• ( STRfi55 11 ClzEA5L)
•
Mb CAP z. S x Fb X l.33
12
i
, FY - • F CI F /T 6575, q q - .
• " FY 1,- (hE LARGER.. .04 23 800 it boo. '
p ors D s (lF a� . 657s qq 4
rYo' /r) s1, l r ) / ?. F 4 / s (./D.) .�� o F . z
F.Itc,p Fy (21) x 1.3/ T1ZEss. »1cREASE)
° /z) 12
81A WALL Ey • • S I Fb Mb CAP ' Fv Mt CAP. W L tax' WT /FT
is in ks i in3 in4 Y ks i ft k ks i f t " / f
ft k #t •
' '� • 9.250 35 2 .. ..� _.. ___ • . •
49.2 4486' 18.6 513.7 14.0 773..4 •.34_.5 95.6 '
• 136 0.281. 35 279.4 5029 • 19.2 593.5 14.0 867.], . 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 14.0 105.9 76.6 131.1
• 36 0.375 35 369.9 6659 20, 9 $SG,7 14.0 114 8.0 95.1 142.2
:36 0.406 '. 35 399 7191 25.2 1115;8 14.0 1239.7 D NLTD 154 :5
• :36• • 0.438 35 429.8 7737 25.2 1200'.5 14.0 1333.9 DNLTD 166.5
36 0.469. 35 459.0 8263 25.2 1282 1 14.0 142.4.6 UNLTD
36, 0.500 35 488.1 8786 25.2 •1363.3 14.0 1514.8 • DNLTD 189.8
'36 0.562 35 545.8 9825 25.2 1524.4 14. ' '1693..8 DNLTD 212.9- r.v
:36 35 603.8 10868 25.2 1686,.& 14.0 . 1873.8 UNLTD 236.4.
36 - 0.65.6 35 632.1 11378 25.2 1765.5 14.0 1961.6 DNLTD 247.9
X 36 _0.688 35 661.2 .11901 25.2 1846 14.0. 2051.8. DNLTD 259.8 • •
36 0.750 35 717.0 12906 25.2 2002,6 14.0 2225.1 DNLTD 282.7
. ' : 36 - 0.875 35 827.8 14900 25.2 2312.0 14.0. 25E8.9 DNLTD 328.6
• .36 1.000 35 936.2 16851 25.2 2614.7 14.0 29E5.2 DNLTD 374.2
Exhibit 35'
Page ► hi of
f kY.Pages
OBIS CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 14- - 4- V• F . ✓
EUGENE, OR 97402 JOB NO. _ SHVI -130F
PHONE (541) 343 -2436 CALCULATED BY SL DATE 4- /
' 5 o/
FAX (541) 485 - 6443 CHECKED BY JAC DATE >�r o/
REFERENCE: •
P l P L . M;0 ' T c r-33
•
• 5= 1r(D,4 - Dt ) 1NHER6, D1 : 0.0.
. 32 Dz= I. D. • - _
_ = p •
•
Fb = .72 F4 OF ° /r < 3300/ •
•F b = . 662 T + . . F � ( Ir- I3000> ° /r > 3300/
•
Mb CAP: S x F-610.33;,?*
6 x 1.33 (SrItESS ►NUSEASE)
.12 •
•
•
D 6575' 94
Fv = .4 F (IF -i < o �.
• 1 • v F +�s (17/0)$+ R F12/3
• :F`1.. (rm'tr LARGER oP) -3 800 11600
• 1 / D ( P /r) / 4 0 � � /r) 3/z (IF- �/ > F y 4/ (y014. A I D F 525
Mtc = (2=) x 1.33 (STRESS INCREASE)
/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. 4 /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 "186 14.0 2074.2 UNLTD 221.9
• 42 0.562 35 747.9. 1570,6 .25.2 2088..9 14.0 2321.0 UNLTD 249.0
42 0.625 35 828.0 17388 25.2 2312.6 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 3S'
Pa 9e ___ of
/ g - Pages