Specifications NOTES: I
TOTAL SIGN FACE AREA = 672 SQUARE FEET %6'LeA G003 —00 /8
OVERALL STRUCTURE HEIGHT = 45 FEET .y� (�
GROUND TO BOTTOM OF SIGN FACE = 31 FEET / gave CJ7�(/ nt eii y/ pp
48' -0" L_
ADVERTISING SIGN MESSAGE AREA 1 4' - 0"
(Demonstrates Flood
Lamp Lighting Pattern)
45' -0
Maintainence Walkway
=' EXTERNAL ILLUMINATION
400 Watt Halophane
. _ Shielded Flood Lamps
31' - 0"
Steel Support Column
Wra
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 No. / _3
Page
of
•
" OBIE CONSTRUCTION CO., INC
P.O.BOX 22336
EUGENE, OR 97402 -
PHONE (541) 343 -2436
FAX (541) 485 -6443 COVER SHEET
SIZE OF SIGN: lei X 4-5
HAGL: 's -, p
3 0 p g E- To 2.O -0
WIND LOAD: S5 rsf • 'I=rzo 1 SS -0" TO 6.0 -0 l- 1- /4- 6-C..
ALLOWABLE SOIL PRESSURE: 41,00
STRUCTURE DESIGN: -
CENTER MOUNT
•
PARTIAL FLAG '(col. loc. ) APR 2C3
V FULL FLAG - (col. 1 oc. C "TY CF TIG,A
EU LD NG D�V�G.L,I
EXTENDED FLAG (col. 1oc. )
OFFSET
•
V -BUILD ANGLE OR FEET (MAX. : OPENING)
•
V BACK TO BACK O'R SINGLE FACE
U
S �EtCTV ,� -
FOOTING DESIGN: - f ok ED PRO e
ROUND . /.4; �N61IV
v SQUARE `, V I , � II
•_E ON
SPREAD VALID ONLY
- SPECIAL CONDITIONS: r SEALE L 23,
S,o0o 1 b . `r►z01 5.%A• c.��ar+st F W . SG �P P�ti
- THESE STRUCTURAL CALCULATIONS MUST BE SUBMI EXPIRE � .. �
OVER 18�gyA pflIIOR To PRMIT APPLICATIONS, ,_.. TED NOT
• -TABLE OF CONTENTS
CRITERIA CS - t , c S- •Z
HEAD DESIGN -0
H -1 TH-2✓
TORSION DESIGN - -•• -- T - I T I T_3
COLUMN DESIGN -- C -
FOUNDATION DESIGN T%-7-
o
PIPE MOMENT CAPACITY CHART
(22 -0 1 .1-1-1 a-
.
•
•
OBt"E CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 14- '- 405 F •
EUGENE, OR 97402 • JOB NO. SHT.c-s OF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE 6/22/o/
FAX (541) 485 - 6443 CHECKED BY JAC DATE 6 Pr
•
REFERENCE:
CRITERIA SPECIFICATION
CODE: Q t• - 7 U,P
STEEL' ASTM A-36 FY = 36 Ks!
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 ? WA- PSI •
. SEE SOIL REPORT OF UBC TABLE NO. (I3 -I -6.
•
• ROUND OR SQUARE CAISSON FTG.
• ALLOWING LATERAL BEARING PRESSURE b PSF/FT
• - _ SEE SOIL REPORT OR UBC TABLE NO. I S - I - (z d r.c
DESIGN LOADING FA G z ) M -
•
WIND = • 3 PSF TO Z.O- Q 14-'ryL / • 35'd'° 42.4; r-1 .2 _4: �j . Tn 6.0 - O''
LIVE . = FRONT CATWALK - 2; OR - 200# MEN. AT ANY POINT I4
REAR CATWALK - 2y 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 35.8 441 53.4
40 1.31 23.1 28.6 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 44.8 . 54.8 66.4
•
Exhibit �b
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Obfe Constnicton. Co., Lac •
P 0 Box 22333 JOB TITLE _ L A-
E'ugene. Oregon $7402 JOB NO. SHT. CS - 2OF
(541)343 - 2436 CALCULATED BY SL DATE 6 2 n
Fax ( - 5443 CHECKED BY JAC DATE %
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OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TILE L 4- k 4.8 1 -
EUGENE, OR 97402 JOB NO. SHT. I I OF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE 6 22 0
FAX (541) 485 - 6443 CHECKED BY JAC DATE 6 /
•
. REFERENCE: -
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Page _C/7` of
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OBIE CONSTRUCTION CO., INC •
P.O.BOX 22336 JOB TITLE ! 4
EUGENE, el_ OR 97402 JOB NO. SHT.II -ZOF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE 7- a
FAX (541) 485 - 6443 CHECKED BY JAC DATE a
• REFERENCE: _
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Page 425.-"of
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•
°OBLE CONSTRUCTION CO., INC •
P.O.BOX 22336 JOB TITLE /1.-,C24-
EUGENE, OR 97402 JOB NO.SHT. 14 -30F
PHONE (541) 343 - 2436 CALCULATED BY SL DATE z/ Q
FAX (541) 485 -6443 • • CHECKED BY JAC DATE ��
•
. REFERENCE: _.
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Obie Construction Co., Inc. Joam•E i 4.3
P 0 Box 22936 JOB N0. $H1 In" 4- of
Eugene. Oregon 97402 c;icaurm sc- CIA a? / etq
(541)343 -2436 G 7 8Y 1 "F' oa,c // Sri
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Page /on of
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OBIE• CONSTRUCTION CO., INC •
P.O.BOX 22336 JOB TITLE l A. 4-S Fi
EUGENE, OR 97402 JOB NO. SHT.J4 - 5 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE GO-yot
FAX (541) 485 -6443 CHECKED BY JAC DATE G z
• •
REFERENCE: .
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Exhibit
• Page of
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OBIE- CONSTRUCTION CO., INC . •
P.O.BOX 22336 JOB TITLE I d- k cfrt 1•F
EUGENE, OR 97402 JOB NO. SHT. 4-b OF
- PHONE (541) 343 -2436 CALCULATED BY SL DATE 6poto1
FAX (541) 485 -6443 • CHECKED BY JAC DATE 404/01
•
• REFERENCE: . .
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Exhibit 6,
Page / o,7 of
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•
• • OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE l d -4-Qy F
EUGENE, OR 97402 JOB NO. SHT, 14-7 OF
• PHONE (541) 343 - 2436 CALCULATED BY SL DATE 6/ /i
FAX (541) 485 -6443 • CHECKED BY JAC DATE 6/1- o
REFERENCE:
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Exhibit al.,
Page 1 o3 of
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- Oble Construction Co.. Inc. • job =L 14-'x- 416 C...A-Ai - V
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Eugene. Oregon 97402 cac.A.ar= Err _ DATE e ila1 2)
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• • OBIS CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 1 4--- 4-V F-p
EUGENE, OR 97402 JOB NO. SHT. -100F
PHONE (541) 343 - 2436 CALCULATED BY SL DATE C.(z -yot
FAX (541) 485 -6443 • CHECKED BY JAC DATE 6 /2/0/
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Page gyp' of
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OBIE CONSTRUCTION CO., INC • •
P.O.BOX 22336 JOB TITLE i 4-4- •F F
EUGENE, OR 97402 JOB NO. SHT. I .LoF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6/2-2 a /
FAX (541) 485 -6443 • CHECKED BY JAC DATE 6 / 12 /0J
REFERENCE:.
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OBTE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE td-.- 4, Piz-
EUGENE, OR 97402 JOB NO. SHT. T 2.OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6/24/o/
FAX (541) 485 -6443 . CHECKED BY JAC DATE G(
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REFERENCE: • . •
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Obfe Construction Co., Inc,
P 0 Box 22338 -mu t d- 4 ,
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OBE CONSTRUCTION CO., INC •
P.O.BOX 22336 JOB TITLE id-- 4 Fr
EUGENE, OR 97402 JOB NO. SHT. I OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 (7 /o/
FAX (541) 485 -6443 CHECKED BY JAC DATE 6 /'2-1 /01
REFERENCE:
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Page 110 of
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OBIS CONSTRUCTION CO., INC •
P.O.BOX 22336 JOB TITLE L ›.- Utz
EUGENE, OR 97402 JOB NO. SHT. Pi OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6/2i/
FAX (541) 485 -6443 . CHECKED BY JAC DATE 6 ./ 0 /
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OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 1 ¢ k 4 F. •
EUGENE, OR 97402 JOB NO. SHT.T 2OF
PHONE (541) 343 -2436 - CALCULATED BY SL DATE r1 0/
FAX (541) 485 -6443 • • . CHECKED BY JAC DATE ( Cz /o/
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Page Up-of .
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OBE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 14- . 4 F . •
EUGENE, OR 97402 JOB NO. SHT. -3 OF
PHONE (541) 343 - 2436 - CALCULATED BY SL DATE 6 /-x- rt
FAX (541) 485 - 6443 • ' - • . CHECKED BY JAC DATE ( ( o/
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Obie Construction Co., Inc. .rc rrn: I 4A - , v
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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 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
i Exhibit
Page II • • of
/ &? Pa es
Obie Construction Co., Inc. JoemLS P! Ps- �'Pa�t r l�s
P O Box 22336 JCS Na , SHT. I" I Z OF �_,
Eugene. Oregon 97402
CALCULATED (�•l
(541)343 -2436 LVUrm UT f
Fax (541)485 -6443 aiECxEO ST cArE 1
•
' SCALE ' -
, • REFERENCE •
1" t ail EAR c..4-e4:64 rya g 'FO p.. 'F t P'&
•
32 D - P2,= 1.0. . •
.. ':.__ 'Sp •
•t'• Z
'�Fb :7 2• F� .(• IF °/r < 3300 / .. ;
•
•
. Fb = • 66p r + - ( IC- 1300 *> % p - > 3300� •
M Fb I.3 3x (sT1' E? w crs�►sn� . •
bCAP- S x
12 h. .
•
• FY = • �{' F' ! ( ' % � ) 3' Y L. CA F 73
C 0
: FY = (me C.ARGF.R.•.oF)._ 1'3 800 "6°01 •
y, ; 1 s °R �ir. �7 .65 q9 4
( 7D WI s71- Dlr� F, ��,5 (17 .r X t- D . F.1.4:=6 MtC p = F (2.I) ' ( STRESS . 11:1 CREAS d
• ° /z)12 x1.33
•
• .DI A WALL Fy S I • E'b Mb CAP • ' Flt Mt CAP. L tax' WT /FT
in ' in ks i in3 in4 ks i ft k ks i ft k ft " # /ft •
• '�6 ' 0.258 35 2 4486' .. .� 4
... ___ - _ • .
4 9.2 18.6' 513.7' 14.5 773..4 •.3.5 95.6
j
•
• 36 0.283. 35 279.4 5029 ' 19.2 593.5 14.0 8E7.3, . 46 -2 107.3 • - -
36 .0.312 35 369.4 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. 20,9 6 14.0 1148.0 95.1 142.8
•36" 0.406 • 35 399 7191 25.2 1115.8 14.0 1239.7 UNLTD 154:5
• :36' • 0.438 35 429.8 7737 25.2 1200.5 14.0 1333.9 UNLTD 166.5
; 36 .8.469. 35 459.0 8263 25.2 1282.3. 14.0
,36 0.500 35 488.1 9
8786 25.2 1363.3 14.0 .1514.8 • UNLTD 189.8
•36 0.562 35 545.8 9825 25.2 1524.4 14. ' '1693.8 UNLTD 212.9 - r.v
36 •0.625 35 603.8 10868 25.2 1686,.4_ 14.0 1873.8 UNLTD 236.4.
• •36 -0.655 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 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. 25E8.9 UNLTD 328.6
. 36 1.000 35 936.2 16851 25.2 2614.7 14.0 29E5.2 UNLTD 374.2
•
•
. Exhibit �_
Page of
,�$� Pages
r
. r ,
. OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JoB TITLE l 4-- 4-F -.F.. V
EUGENE, OR 97402 •
JO SHT.M -130F
PHONE (541) 343 -2436 B No. CALCULATED BY SL DATE 374/0/
FAX (541) 485 -6443 CHECKED BY JAC DATE r /4/o/
REFERENCE: •
l' l P>z . /L44 . W' -1 ' /s- -t TL"C •
• 5= 1r(D, -DZ) . 1NHER a..__ . D , - 0.0.
• 32 . D 1.0. .. •
. _- Z •
Fb = .72 Fm OF °/T < 33 / F �) . •
• :Fb= • 66 + (1E 13000 > °/ > 3300/ )
•
Mb CAP = 5 x Fb x I.33" (51"." I"r EAs6) • -
l 6575• MA.
FY= � Ti- tE LARGER oF 574 oa /r
116130 oO IF�� 6 7s •
I �� ��'� �3/2 T� F ,� /S �� . lNo Fps
MtG, = (2. ) /-
x 1 E)
33 (5Ti.E$5 INCREAS
. 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..0 1569.6 75.4 166.9
. 4 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 20.9 136.2.5 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. 1570,6 .25.2 2088.. 14.0 2321.0 UNLTD 249.0
42 0.625 35 828.0 17388 25.2 231.2.6 14.0 2569..6 UNLTD 276.5
42 0.688, 35. 907.4 190 25:2 2534.2 i 14.0 2815.8 UNLTD 303.9
42 0.750 35 984.7. 20679 25.2 275;0 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 O�
Page 116 of
I � .Pages