Specifications a FP/ C C �o P X
OBIS C P.O BOX 223306 CO., INC
RECEIVED
EUGENE, OR 97402
PHONE (541) 343 -2436 IAPR 0 1 2003
FAX (541) 485 -6443 COVER SHEET CITY OF TIGARD
BUILDING DIVISION
SIZE OF SIGN: 14- X 8 �a2l�'J? -- O'�/J
/`f f0- SCe/ vaia
HAGL: 5 - o w _J
S o p s { To 2O - � MA6 -tom
WIND LOAD: 3S ivs. f FI M 2S -O' TO 6.0 - - �N,•L,
ALLOWABLE SOIL PRESSURE: 4/00 r
STRUCTURE DESIGN:
CENTER MOUNT
•
PARTIAL FLAG '(col. loc.
V FULL FLAG (col. loc. )
EXTENDED FLAG (col. 1oc. )
OFFSET
V V - BUILD ANGLE OR . (MAX. APENI, )
V BACK TO BACK OR SINGLE FACE
FOOTING DESIGN: /
F
ROUND , c . s 13 361'
y SQUARE VALID E6t3N
WET SEA `' °°I=
SPREAD �F M1 Q�
SPECIAL CONDITIONS: '
5oo0 1b$. T A -
rzivi1,•O c - SEP 12 2002
THESE STRUCTURAL CALCULATIONS MUST BE SUBMITTED WITH WET SEAL DATED NOT
OVER 180 DAYS PRIOR TO PFRMIT APPLICATIONS,
• - .TABLE OF CONTENTS
CRITERIA CS-i c s- z
HEAD DESIGN --
_ H - - � t - � - rz✓ I �o
TORSION DESIGN
COLUMN DESIGN -- C -I
FOUNDATION DESIGN F_1 2
PIPE MOMENT CAPACITY CHART °
(22'3 -D I w aa"
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.OBIE 'CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE I FP'
EUGENE, OR 97402 JOB NO. SHT.0 -i -1 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6/rya/
FAX (541) 485 -6443 CHECKED BY JAC DATE 6 1.7-7/01
REFERENCE: CRITERIA SPECIFICATION
CODE: L 4 1. X 11 l9 C..
STEEL: ASTM A-36 FY = 36 K iI
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 N/A- PSI
. SEE SOIL REPORT OF UBC TABLE NO. (I3 -1 -4.
ROUND OR SQUARE CAISSON FTG.
ALLOWING LATERAL BEARING PRESSURE b PSF /FT
SEE SOIL REPORT OR UBC TABLE NO. I g - I -A ( o tips 4/1"+- - (.4-7 7'4-
DESIGN LOADING F A-� ' D oz. D F 2
v.
WIND = 3 J PSF TO 20 4?j L 4N rpL.j '-20 I n • '2 C. - O . 117 6-*
LIVE . = FRONT CATWALK - 2gPSF 014 200# MEN. AT ANY POINT
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 A ND 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 12.8 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
1--
1 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 44.8 54.8 66.4
• Exhibit
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Obfe Coast - ucton Cc., Inc.
P Q Box 22238 JOB TITLE J 4-k- +I-3 '1c
uge2e. Oregon 97402 JOB NO. SHT_ CS-2)F
(541j343 -2435 - CALCULATED BY SL DATE 6(22./zI
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P.O.BOX 22336 JOB TITLE I d- k cl-a jr- F.
EUGENE, OR 97402 JOB NO. SET. !i- I OF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE 6t7
FAX (541) 485 - 6443 CHECKED BY JAC DATE 6/72/ p
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• P.O.BOX 22336 JOB TITLE 1 LA- 24- ' 7z t /tiz
EUGENE, OR 97402 JOB NO. SET. 14- &OF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE 2/ Z___//to
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OBIE CONSTRUCTION CO., INC
• P.O.BOX 22336 JOB TITLE / ¢ - k - 4 F •F
EUGENE, OR 97402 • JOB NO. SHT. 4-5 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE Gr2yot
FAX (541) 485 -6443 CHECKED BY JAC DATE G/ /n/
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OBIE CONSTRUCTION CO., INC .
• P.O.BOX 22336 JOB TITLE l 4 k 412 F
EUGENE, OR 97402 • JOB NO. SHT. 144, OF '
PHONE (541) 343 -2436 CALCULATED BY SL DATE 61*f01
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' P.O.BOX 22336 JOB TITLE l 4 r4-4: PF
EUGENE, OR 97402 JOB NO. SHT.14 -7 OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 /
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Exhibit 5 •
Page 2 7 of
91 Pages
- Obfe Construction Co., Inc. .C31 E ( 4 - k + C 1 t V
P 0 Box 22336 .ras NC. sxr 14 9 of
Eugene. Oregon 97402 c:,tcaA= sc_._ �,�
(541)343 -2435 Hr? ° ' _ I
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Exhibit S
Page _ of
9/ Pages
. OBIE CONSTRUCTION CO., INC . -
P.O.BOX 22336 JOB TITLE I ¢ 4' F
EUGENE, OR 97402 JOB NO. SHT. - 100F
PHONE (541) 343 - 2436 CALCULATED BY SL DATE c
- FAX (541) 485 - 6443 CHECKED BY JAC DATE 6./ -2Yo/
REFERENCE:
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C j Pages
1 I . .
OBIS CONSTRUCTION CO., INC .
P.O.BOX 22336 JOB TITLE { 410 F F
EUGENE, OR 97402 • JOB NO. SHT. T I OF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE 6/ n /
FAX (541) 485 - 6443 CHECKED BY JAC DATE G /12 /o J
REFERENCE:
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•
Page ?,/A of
41 Pages
OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 JOB TITLE 14-4- 4?g "Piz-
EUGENE, OR 97402 JOB NO. SHT. T 7-OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6 /2/fo/ -
FAX (541) 485 -6443 CHECKED BY JAC DATE GEE -//01
_ REFERENCE:
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Pa e_ of
Pages
Obfe Construction Co., Inc. jog TITLE 14 a - 4-5 P
P 0 Box 22336 JOE NO. sKr `3 OF
Eugene, Oregon 97402 cuca A7 BY s` PATE 6 /'74 o/
(541)343 -2436 c _,cm ei clam 6plol
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Exhibit ,-
Page of
_3_2_ Pages
OBE CONSTRUCTION CO., INC
•
P.O.BOX 22336 JOB TITLE l 4 F?
EUGENE, OR 97402 JOB NO. SHT. c- I OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE (o ((•i/o/
FAX (541) 485 -6443 CHECKED BY JAC DATE 6/'2-1/01
REFERENCE:
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Page 9 of
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OBIE CONSTRUCTION CO., INC
P.O.BOX 22336 IOB TITLE 1. k d-e 'F-
EUGENE, OR 97402 JOB NO. SHT. F - I OF
PHONE (541) 343 -2436 CALCULATED BY SL DATE 6/2/M
FAX (541) 485 - 6443 . CHECKED BY JAC DATE cpy 1/27/
REFERENCE:
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OBIE'CONSTRUCTION CO., INC •
P.O.BOX 2 2 3 3 6 J O B T I T L E 14- r 40 "F
EUGENE, OR 97402 JOB NO. SHT.F -2..40F
• PHONE (541) 343 - 2436 - CALCULATED BY SL DATE 6,/^1_ f n(
FAX (541) 485 -6443 • CHECKED BY JAC DATE (o (2 //0(
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I Page 40 of
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o -
OBIE ° CONSTRUCTION CO., INC
P.O.BOX 2 2 3 3 6 J O B T I T L E 14- k cks •F-P •
EUGENE, OR 97402 JOB NO. SHT. Y -'3 OF
PHONE (541) 343 -2436 . - - CALCULATED BY SL DATE Gl2 /o f
FAX (541) 485 -6443 • . CHECKED BY JAC DATE ( (21/0/
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Exhibit s
Page g_A_ of
• -4 Pages
Obte Construction Co., Inc. .,osrm= /# V
P 0. 80X •22336 MO8 NO. Mir /411-1 •1 OF
Eugene, Oregon 97402 c,tr..u.ary BY sc_ CLAM' ' 11 f le
M41)343-2435 a.f sY Z "r cAr t 1 lArt7
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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 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 17571;9 UNLTD 272.5
-30 _ 1.000 35 639.3 9589 25.2 .1785.5 14.0 1983.8 .UNLTD 310.1
•
t
Exhibit C
Page 4/, of
Pages
JOB TITLE Q I Ps c.-A-PA•Gt r 1 •es
Obie Construction Co., Inc.
. P 0 Box 22336
J08 Na sxr. r I� OF ___
Eugene, Oregon 97402 cua,urEC S c.r D. rE ��' 5
( -2436 ,
Fax (541)485-6443 CHECKED BY DATE
• • SCALE - -
• .
REFERENCE
•
•
• • M.0}.t e. C..444 t t fE S F•01Z P 1 Fres .
.. --
s 17 -D WHERs I. D 0.0. _
32D • Dz ..
•
•
.
; .Fb= .72• F . g . ( 1F ° /r.< 33004) .. •
•
F 6 =. “,z r +.4.F ( tr:- 13005 ° /r >3300/ : • •
• ( STRESS IMC .EA5a)
,Mb CAP' SxF),xI.33 •
•
• . i2 .
• :FY= -�' Fy I (4 VT ( ID) 131 Fy = �3 1 • .
d ..
:F • (THE LARGEA. 23800 o � 11 boo' , n 7 39 4'
° /r) s 4. _ r) � ►F fir 6SS F,4 5 (yDpi- AAI o ' F 21� ).
( t F (2I) (STRESS 111 CREASE)
, �P. ° t2 x 1.33 _ .
D•IA WALL Fy S I • Fb Mb CAP • Fn Mt CAP. - L max' WT /FT • •
' 'in ' in ks i in3 in4 ks is ft k ks i ft k ft '• # /ft
• 36' 8.250 35 249.2 4486' 18.6 513.7 14.0 773..4 •.34.. 95.6 '
136 0.281 35 279.4 5029 ' 19.2 593.5 14.0 8€7.], .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. 20,E InG ' 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 1333.9 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 .1514.8 • UNLTD 189.8
'36 0.562 .35 545.8 9825 25.2 1524.4 14. ' • 1693 . .8 UNLTD 212.9-
:36 35 603.8 10868 25.2 1686,.x, 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
• ,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 _a"_
Page of
a es
•
OBIS CONSTRUCTION CO., INC .
P.O.BOX 22336 JOB TITLE 1.d f F . V
EUGENE, OR 97402 JOB NO. SHT.M - 3OF
PHONE (541) 343 - 2436 CALCULATED BY SL DATE 3 7 4 /o/
FAX (541) 485 - 6443 CHECKED BY JAC DATE r o/
REFERENCE: •
'P' l P 6- . /w0 Nt,L lo-i c /a r T L L .
. 5= `R -DL ) . WHER D, = 0.0. •
32. .D . Paz I. D. -
. __ 5p •
. 2
• F6= .7Z F (IF °/r < 33004 •
G
1300*> D /r > 330o/ •
F a •
( STRESS IM ct .E.SE) -
Mbc� SxFbxi.33 0 .
.12 •
Fv r. -'f' F; OFX < F 4sCVD)* o R F /
• :F = (Di.t LARGER op) 23Bop of Dboo /T) - / IF _ .V.. > 65 175 � 4No q9 4 }
. Yo (/r) 4 /z l Fla 1/2 (YD)Yr F 24)
M'tGAP T. F : (2.1) - CSTPES5 IN CREASE)
. (b / z) 12 x
DI 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 . 10 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 20.9 136.2.5 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. 15706 . 25.2 2088..9 14.0 2321.0 UNLTD 249.0
42 0.625 35 828.0 17388 25.2 2311.6 14.0 2569..6 UNLTD 276.5
42 0.688 ,35 907.4 19054 25:2 2534.2 : 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 5
Page 4/ of
• 4.1 Pages