Specifications COPY �U /0c20c3 -�I Go
NOTES:
OFFICE ICE 7 d p5
TOTAL SIGN FACE AREA = 672 SQUARE FEET
OVERALL STRUCTURE HEIGHT = 77 FEET ®
GROUND TO BOTTOM OF SIGN FACE = 63FEET ��
�C) 0
. 0 1\GaN�
?)‘ -N\\ ' ‘' \G
48' -0° •
ADVERTISING SIGN MESSAGE AREA 1 - 0°
(Demonstrates Flood
\Lighting Pattern
77' -0' \
Maintainence Walkway
EXTERNAL ILLUMINATION
400 Watt Halophane
Shielded Flood Lamps
Steel Support Column
\�
Grade at Column
See
Plans
CONCRETE FOOTER /
I
See Plans
MEDIA ART, INC ELEVATION PLAN - ADVERTISING SIGN NOT TO SCALE
1923 Broadway
Vancouver, , 9 OFFICE 360-906-0429 THIS ELEVATION SUPPLIED FOR REFERENCE ONLY. PLEASE REFER TO
3
360 - 906 -0442 FAX ENGINEERED DRAWINGS AND CALCULATIONS..
Exhibit
Page ' of
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V\ . - .
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.. , OBIE CONSTRUCTION CO., INC
H.. .
P.O.BOX 22336 r ECEQVE®
EUGENE, OR 97402 -
PHONE (541) 343 -2436 ! APR 2 8 2003
FAX (541) 485 -6443 • COVER SHEET CITY OF TIGAHD
P111LDING DIVISION
SIZE OF SIGN: 14- x 4S
r
HAGL: 5 - c o
3 o psi To 2O -0 1-1-046-c., N
WIND LOAD: 35 ps 'Pao M SS -0" TO 647 -n 1-1-/4-6-.L.
ALLOWABLE SOIL PRESSURE: 3' rs4 .
STRUCTURE DESIGN:
•
CENTER MOUNT
PARTIAL FLAG '(col. loc.
V FULL FLAG - (col. loc. )
EXTENDED FLAG (col. loc. )
OFFSET S
V V -BUILD ANGLE OR .3 FEET (MAX. .OPENING)
•
V. BACK TO BACK OR SINGLE FACE p,UCTUfi
c
O
FOOTING DESIGN: s
� • 1N u;
ROUND ..._... CO G 6` -;
V SQUARE
A 0 �(
ic
SPREAD _ VALID ONLY a� , o o f�' oo � .
WET SEALS 1' 23 , r2'.''
4,'�
SPECIAL CONDITIONS: ' ' fi w S PQ Q �
5000 l b . `i tvr �,.Azw cAl L,C • THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH ' WEET SEAL DA O
OVER l B PRIOR To PERMIT APPLICATIONS, T N T
TABLE OF CONTENTS
CRITERIA CS -1, c s- z
HEAD DESIGN • --° --
H -I TN-tP-Ai t+ -to
TORSION DESIGN • -.. - T -1 I T 2- rT 3
COLUMN DESIGN - - - C -I
FOUNDATION DESIGN --- cn
PIPE MOMENT CAPACITY CHART M -I s G �,
P•+ -a -3 � X �.
,.. w12
0 -157-03
f
•
OBIE CONSTRUCTION CO., INC •
P.O.BOX 2 2 3 3 6 J O B T I T L E 1 4-'r 41, 'FP •
EUGENE, OR 97402 JOB NO. Slrr. C s-I OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6(rvot
FAX (541) 485 -6443 _ h • - . CHECKED BY JAC DATE 6 ^�o,
. •
REFERENCE: • CRITERIA SPECIFICATION
CODE: 1 Q Ol'7 L1 I'`a C. .
STEEL ASTM A-36 FY = 36 KW
PIPE SECTIONS: ASTM A -53B, A 252 GR, OR API-51X
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 NYA- PSI
- . SEE SOIL REPORT OF UBC TABLE NO. I -1 -4
• ROUND OR SQUARE CAISSON FTG.
ALLOWING LATERAL BEARING PRESSURE 3 a PSF/FT
SEE SOIL REPORT OR UBC TABLE NO. I$ -1 -A ( 1 yd I , 1 1-/ f•f- (i
DESIGN LOADING Vii- Fa-t a r4-• O F 2 1.
• WIND = '30 PSF TO ?l".,D ArAi D . P 2.47e-1 .7- • Td7 "-D
LIVE . = FRONT CATWALK- 25PSF 0R'(4200# MEN. AT ANY POINT 14-A-0-1_,
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
Ce
•
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20 1.13 19.9 22.9 25.9 32.9 40.5 49.0
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30 1.23 21.7 25.0 • 28.2 35.8 41,1 53.4
40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 5
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 1 3
• Page p Q' of
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Eugene Oregon 97402 JOB NO. 3A? _CS_XF
(541)343 - 2436 CALCULATED BY SL DATE 6(22/.0l
Fax (541)485 -8443 CHECKED BY SAC DATE e./vroj
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OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE _ j d - k q -g pe F
•
EUGENE, OR 97402 JOB NO. SET. I OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE G/a2fo/
FAX (541) 485 -6443 CHECK BY .TAC DATE 6/2y o
. l REFERENCE:: -
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OBIE CONSTRUCTION CO., J■C •
P.O.BOX 22336 JOB'ITTLE 1 4- 4 ->3
EUGENE, OR 97402 JOB NO. ,14-2-pg
PHONE (541) 343 - 2436 CALCULATED SL DATE rg o
FAX (541) 485 -6443 CHECKED BY JAC a 11.
• 1 REFERENCE: -
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OBE CONSTRUCTION CO., INC
• P.O.BOX 22336 JOB ITaE 12,1 - 2d- iE i5 //,
EUGENE, OR 97402 JOB NO. SHT. 14- &OF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE z ✓ ov
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Page 34. of
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Oble Construction Co., Inc. .tcBmt, I
P 0 Box 22336 JCS Na st rt• 7 F- 4-OF
Eugene. Oregon 97402 ckza.A77 BY S MATE E 7/ 4'/ 9 • . (541)343 -2436 c-i..40 Err c. '7/ 9/5
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. • ' OBIE CONSTRUCTION CO., INC 0
P.O.BOX 22336 • JOB TITLE / 4-}4-2.,
EUGENE, OR 97402 JOB No. SHT. F OF •
PHONE (541) 343 -2436 CALCULATED BY SL DATE GO
FAX (541) 485 -6443 CHECKED BY JAC DATE Gft- Voi
• REFERENCE:
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'O$IE CONSTRUCTION CO., INC • .. •
P.O.BOX 22336 JOB TITLE 1 d- k r--F
EUGENE, OR 97402 JOB NO. SHT. N-b of
PHONE (541) 343 -2436 CALCULATED BY SL DATE G 1elf 1
FAX (541) 485 -6443 • CHECKED BY JAC DATE 4/7:4/41
- REFERENCE:. ..
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• Page 7,5 of
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• • • OBIS CONSTRUCTION CO., INC • •
P.O.BOX 22336 JOB TITLE / 4- r4-P> 1 -F
EUGENE, OR 97402 JOB NO.SHT, 14-7 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE , /
FAX (541) 485 -6443 • CHECKED BY JAC DATE 6 /
• REFERENCE: •
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• . Page oof
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• Oble Construction Co., Inc. • mamL 1 c - 11. 11
P 0 Box 22338 Jog No. stir H - 8 GP
Eugene. Oregon 87402 c.:icuarT ay 4-- DA / r
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P.O.BOX 22336 • JOB TITLE I i 44 6" F-F
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P.O.BOX 22336 • JOB TITLE 4 $ ¢.1 F
EUGENE, OR 97402 JOB NO. SITI'._T -LOF
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FAX (541) 485 -6443 • CHECKED BY JAC DATE G/
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OBIS CONSTRUCTION CO., INC
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EUGENE, OR 97402 JOB NO. SHT. T -20F
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6(2/fo/ -
FAX (541) 485 -6443 CHECKED BY SAC DATE GE2 - //0 f
I REFERENCE: . - ...
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Page K4, of
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OBIS CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE l d- k c1-S FT
EUGENE, OR 97402 JOB NO. SHT. c -1 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE (a (-2,-//0/
FAX (541) 485 -6443 CHECKED BY JAC DATE /
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OBIE CONSTRUCTION CO., IN C .. .. P.O.BOX 22336 - JOB TITLE l } 4- ' ./ -
EUGENE, OR 97402 JOB NO. SHT. F! OF
PHONE (541) 343 -2436 _ CALCULATED BY SL DATE 6/2r /Q/
FAX (541) 485 -6443 . CHECKED BY JAC DATE Co/ a 02,
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EUGENE, OR 97402 JOB NO. SHT. 20F
PHONE (541) 343 -2436 . - •• • CALCULATED BY SL DATE 6/ t jo
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OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 1 4 - A cie �R
EUGENE, OR 97402 JOB NO. SRT.F OF
PHONE (541) 343 -2436 . - CALCULATED BY SL DATE G z t o
FAX (541) 485 - 6443 • • CHECKED BY JAC DATE C /O/
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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 5.66.5. 8497 25.2 1582.1 14.0 1757:9 UNLTD 272.5
•30 . 1.000 35 639.3 9589 25.2 .1785 14.0 1983.8 :UNLTD 310.1
Exhibit i 3
l Page Li? of
Ida -Pages
• Obfe Construction Co., Inc. Boa TITLE ' 1 P s c a-P,c Gt r 1 �•
P 0 Box 22336 aoa Ha._ sHr. M • I.
Eugene. Oregon 97402 • CALCULATED irr S L....- DATE (�•� ¢j�
•
( -2436 - f-'7-
Fax ( °'D ar DATE
_ . _ • = SCALE '
• REFERENCE
•
. • ' p-{• oM E,LA' C 4•Pti•C 1 t ts S 'Fora_ PI F' - .
•
5= 1T'(D . WHERis • 'D 0.0,
'•• • • 32.; . D 1.o. • • . - •
Zp • ,
;•Fb - .72 F ' (1F ° /r,< 3300�F) •
Fb= • G6Z T'.�, - ' � y, (IF 13GC °/�-> 330o )
. D o Fa, G ` •
• • (*MSS INC NE �5
•
'Mb cAp= S x F�,xl_33� •
• •fV=•�•F (1P 6S7S a � • qq _ • . F Vs
• •
• FY = 7'FtE LARGF.>�.oF:).. / oi� 11 643 � t; Di_ ∎ . 6 575 q4 s
•
1 D C /r) 7 Fes (y0)73 ��►o ,..4
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Pit CAP .. (2") X 1.331r (STRE55. iuCREASE) •
• . D /2)12 •
D•IA WALL Fy S I Eb Mb CAP • Fv Mt CAP. L inax' WT /FT •
in in ki 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 •.34...5 95.6 •
• i36 0 _281. 35 279.4 5029 19.2 593.5 14.0 8€7.3, . 46.2 107.3 • -
36 .0.312 35 309.4 5569 . 19.7 •676..9 14.0 9E0.2 60..0 1.19.1 •
;36 0.344 35 340.2 6124 20.3 766.'5 14.0 105.9 76.6 131.1
• i 36 0.375 35 369.9 6659 20,9' es61 14.0 1148.0 95.1 142.8
36" '0.406 35 399.5 7191 25.2 1115.8 14.0 129.7 UNLTD 154:5
X 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,.2*
• '36 0.500 35 488.1 8786 25.2 1363.3 14.0 .151.4.8 • 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 1961.6 UNLTD • 247.9
• :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
• P age q of
•
• ` )k Pages
OBIE CONSTRUCTION CO., INC •
P.O.BOX 22336 Jos TITLE t 1, - �F , v
EUGENE,' OR 97402 10B NO. SHT.M - 130F
PHONE (541) 343 -2436 CALCULATED BY SL DATE ' 174-/c/
FAX (541) 485 - 6443 . CHECKED BY JAC DATE r/4 o/ • REFERENCE: - •
t P t= . M•0 ?•'1 -t7 -i • e./celz /a-e.-- r T t
•
sx 'ir(D, • WHERr 0 = 0.0. •
. 32D P
• __ SO
Fb:."72 F (1F D/r 4 3300 / . .
• •F =. G. . T +. , ( IF 1300 * > b ir > 3300/
•
• . .
M b cAP = S x F6 x 1. 3 (sTRESg I CftEA5e)
.l2 • •
! FV.: - 4. F (IF 1 ;'. < F 475. orb 9 q 2 . h � . . •
.
2380o it boo Fir = (The LARGER 00 1 / a 6S7S 49 4•
5'o ( /r) l 4 o /r)3l2 `IF /r > F � / s ( 5,oys. ANo . F
Mt = F (2I) X 1.33 ,- (STRt:55 tr4CREA5I)
• ( /Z)12
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 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..0 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 20.9 136,2.5 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 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 25.2 242.6 14.0 2569 UNLTD 276.5
• • 42 0.688 ,35. 907.4 19054 25:2 2534.21 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 X 35 1289.6 27081 25.2 3601.8 14.0 4002.0 UNLTD 438.4
. Exhibit 13
Page of
• . , /Fr-- a es