SGN2000-00113 CITY TIGARD SIGN PERMIT
wu� DEVELOPMENT SERVICES PERMIT #: SGN2000 -00113
' �' J I 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 DATE ISSUED: 07/25/2000
EXPIRATION DATE:
BUSINESS NAME: TEXACO PARCEL: 25101 BB -0030
SIGN LOCATION: 11834 SW PACIFIC HWY
APPLICANT /AGENT: ZONE: C -G
BUSINESS TAX NO: JURISDICTION: TIG
SIGN
PERMANENT: X FREESTANDING: Y FREEWAY:
TEMPORARY: WALL: ELECTRONIC:
OTHER: BILLBOARD: BALLOON:
SIGN DIMENSIONS: 5' X 12'
TOTAL SIGN AREA: 64 sq. ft.
WALL AREA: sq. ft.
WALL FACE (DIRECTION): NW
SIGN HEIGHT: 20 ft.
PROJECTION FROM WALL: in.
ILLUMINATION: INT
DESCRIPTION OF SIGN: Installation of a 20 ft high freestanding sign. Total sign face of 64.17 sq ft.
MATERIALS: ALUM /PLEX /ST
EXISTING SIGNS: 1
ELECTRICAL PERMIT REQUIRED: Y
BUILDING PERMIT REQUIRED: Y
ADMINISTRATIVE EXCEPTIONS:
TOTAL PERMIT FEES: $ 50.00
ORIGINAL
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes
and all other applicable laws. All work will be done in accordance with approved plans. A sign permit shall expire 90
days from approval date. A temporary - n shall expire 30 days from approval date. A balloon sign shall expire 10
(lays from annrnval riata
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APPROVED BY:
PERMITTEE SIGNATURE: fin' A"
• DATE: 07/25/2000
0 ,MAY. 200 . • 1 :02P TRMI PDX TERM TOWER INDUST. NO E21 P.
. .. 503 CW Q 02/002
GIT i ILiAKt1 siyrl rulrnrt►qN�wawr,
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/13125 SW HALL BLVD. Permanent or Temporary oate Recd
Permit No. •
TIGARD, OR 97223 Commercial or Residential •
Permit Fee 5. Of 1..>a0 -C1 Q G
(503) 639.4171 Receipt No.
. . • „ , , Please Pint or Type. • . , 'Carted
.. • incomplete' or illegible applications will'not be accepted.'•. .
Name of oev . Are there any existing freestanding or wall signs at this
•
Site -.1a-4- � , location, including wall signs that overlap a tenant space? •
• • Address! S treet Address ❑ Yes .. Q No
Location ��uw - I If "yes ",. a list or diagram of all sign dimensions and •
) I 3 �f � ) � '' �`��"1 square footage must also be submitted. • •
Suiteleldg. a City/State • Zip •
Name NOTE: If work authorized Under a sign permit has not
Property • . c , . ' ; , . been within ninety days after the tL.
Owner Mailing Address - e' -ss Suite . issuance of the permit,-THE PERMIT WILL
BECOME NULL AND VOID, •
iii s ld 5t k . / o . •
.. c Zip Phone • I hereby acknowledge that I have read this application, that the . .
information given Is correct, that I am the owner or authorized agent of the
• • • • • owner, and that plans submitted are iri compliance with the City of Tigard.
• Tenant or Nance -
'"y� Sign nerrAge t Date ^ ] I
Business l rC� f „� %%t .�J r ) 4 C�
Name
. Sign .. 1 Conrad P on Name Phone
Contractor Mailing Add s <� Suite " +- : , l5---)A-C271
Prior to permit
Issuance, a_ �?. ` 3� i'
. copy City/Slate Zip - Phone . •
•cf all license's m
are required if 1 � OA � �� : 2 1 /5.3 7 R Submlttal,Elemettts
. expired In : Dreier' Const. Cont. Board Exp. Date • ' . '• : •
• C.O.T. .. .
database tir�nset� ��f,3a5 2 -,ate _v [) C o r rrple tpd ,application.for •
Proposed � ❑ 2 copies;of,ite /p.lot•plan, dr'awlt to scale
Si 0. Permanent :ff Freestanding. ❑.'Freewa (3 copies. building permit is required)
9 n ❑Temporary ❑ wan ❑ Electronic siz 're uitei merit 8- 112 °:X 11 ", or 11' x 17" .
her [J
` Check all that' • D Ot Billboard . ❑ Balloon q '''
• BP * • Note; Wail do ri. squire site /plot plans.
® New sign?
' l ❑ 2 copies ; > �tlevetions, drawn;�to scale •
❑ Alteration to existing sign? I, . (3 copies;; :if . a' building permit is required) •
. Sign Dimensions: . i �
size requi;r' 8-1/2'"40 1 ", to,24" x 36"
. i...0 6d " x 1 a Note: V41ai1':sigris:do riot need tobe drawn to • Total Sign Area (sq. ft.): . scale,• but must include dimensions.
-Sign' 64 .'''j ' ❑ $50.00'Fee. . .;(Rerrnanent sign; any size)
Data Total Wall Area (sq. ft.) ' : ❑ $15.00 Fee . (Teinporary sign, any type)
Please , . ,
' complete . Direction Wall Faces (circle one): '
. • each item ' .
' , : In this N S E W NE W • SE ' SW ' . i ' ' FOR OFFICE USE ONLY: .
section •
Map/Tlalt Zoning:
.• Height to top of sign (feet); e L S �. f 3 �
Not
Projection From Wall (inches): H . • – • • ' . . . •
• . Electrical Permit Y es .. ❑ No
Copy: . % Building PermitRequlred? Yes. ❑ No
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' Materials: • Approved By: Date of A
- a.-*., i ¢.t- • ' rani c.�ro 1 / 't.. -J .
Will sign have illumination? . , a Yes 0 No • • Expiration 0 te:
Type: g') Internal 0 External
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::• fists \forns 1 2117/98 • • . '
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ZTec Engineers, Inc. 12-3ug -96
ZTec Enginers, Inc.
1. Directions to use the charts and graphs
2. Daternine the wind load for the sign ht.
Is it 80,90 or 100 MPH wind speed?
WIND LOAD FORCES, PSF Ezposnre C
sign ht. 80 MPH 90MPH 100 MPH
0' < ht.< 15' 24.34 30.87 4 S
14-- ' 15' < ht. < 20' 25.94 32.91 51.97
20' <ht.<25 27.32 34.65 53.76
3. Calculate the face area of the sign times center of sign
Moment : b *htht.(centerlineNind Load(psf)
4. WITH THE MOMENTS CALCULATED GO TO THE TABLES AND SELECT
TEE FOLLOWING: POLE SIZE, FOOTING SIZE
DESIGN EXAMPLE
Wind design Factors
Let : L : 10 ft. P : Ce }Cq*i *qs
b : 5 ft. where Ce
ht. : 15 ft. Exposure Exposure Exposure
ht. B C D
Caiulate the face area * ht. : b t L : ht. 0' -15' 0.62 1.06 1.39
5 * 10 * 15 : 750 FT. ' 3. 20' 0.67 1.13 1.45
25' 0.72 1.19 1.5
Wind farce per square foot 30' 0.76 1.23 1.54
80 `?PH , wind :one : 28.5 psf
Cq : 1.4 for signs
Mc :e_t : face area : ht.* wind force qs (80 ich) : 16.4 psf qs (100 iph)
750 * 28.5: 21375 ft. lbs. qs (90 :ph) : 20.8 psf
or 21375 /1000 : 21.375 kip ft.
P(801ph) : 28.5 PS?
Select fro; the tables the pale required P(90 ioh) : 35.8 PSF
Go to the tables with the :talent of 21.38 k -ft., on the appropriate
chart and select the footing size for the appropraite wind eiposure.
Choose 3'15'15.5' deep or 5'15'x4' deep is another possibility.
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3Tec Engineers, Inc. . "' ,.
6. Design Table - 80 nph wind, Exposure C, Sign Height ( 25 ft.
Footing size ' Moient OT
Face Area n ent Section Pipe size Twall Width Length Depth /1.5
x h k -ft in - 3 Dia.(in.) in. ft. ft. ft. k -ft.
10 0.29 . 0.13 3 0.216 1.5 1.5 2 0.337
20 0.57 0.26 3 0.216 1.5 1.5 3.5 0.591
30 0.86 0.40 3 0.216 2 -2 2.5 1.000
40 1.14 0.53 3 0.216 2 2 3 1.200
50 1.43 0.66 3 0.216 2 2 3.5 1.400
60 1.71 0.79 3 0.216 2 4 1.5 2.400
70 2.00 0.92 3 0.216 2 3 3 2.700
80 2.28 1.05 3 0.216 2 4 2.5 4.000
90 2.57 1.19 3 0.216 2 4 2 3.200
100 2.86 1.32 3 0.216 2 4 2.5 4.000
200 5.71 2.64 4 0.237 2 4 4 6.400
300 8.57 3.95 5 0.258 3 4 4 9.600
400 11.42 5.27 5 0.258 3 4 5 12.000
500 14.28 6.59 6 0.28 3 4 6 14.400
600 17.14 7.91 6 0.28 3 5 5 18.750
700 19.99 9.23 8 0.322 3 5 5.5 20.625
800 22.85 10.55 8 0.322 3 5 6.5 24.375
900 25.70 11.86 8 0.322 3 6 5 27.000 -
_1000 28.56 13.18 8 0.322 3 6 5.5 29.700
1100 31.42 14.50 8 0.322 3 6 6 32.400
1200 - , 34.27 15.82 8 0.322 3 6 6.5 35.100
1300 37.13 17.14 10 0.365 4 % 8 3 38.400
1400 39.98 18.45 10 0.365 4 8 3.5 44.800
1500 42.84 19.77 10 0.365 4 8 3.5 44.800
1600 45.70 21.09 10 0.365 4 8 4 51.200
1700 48.55 22.41 10 0.365 4 8 4 51.200
1800 51.41 23.73 10 0.365 4 8 4.5 57.600
1900 54.26 25.04 10 0.365 4 8 4.5 57.600
2000 57.12 26.36 10 0.365 4 8 5 64.000
2100 59.98 27.68 10 0.365 4 8 5 64.000
2200 62.83 29.00 10 0.365 4 8 5.5 70.400
2300 65.69 30.32 12 0.375 4 9 4.5 72.900
2400 68.54 31.64 12 0.375 4 9 4.5 72.900
2500 71.40 32.95 12 0.375 4 9 5 81.000
2600 74.26 34.27 12 0.375 4 9 5 81.000
2700 77.11 35.59 12 0,.375 4 9 5 81.000
2800 79.97 36.91 12 0.375 4 9 5.5 89.100
2900 82.82 38.23 12 0.375 4 9 5.5 89.100
3000 85.68 39.54 12 0.375 4 9 5.5 89.100
3100 88.54 40.86 12 0.375 4 9 5.5 89.100
3200 91.39 42.18 12 0.375 4 9 6 97.200
3300 94.25 43.50 12 0.375 4 9 6 97.200
3400 ' 97.10 44.82 14 0.375 5 10 4 100.000
3500 99.96 46.14 14 0.375 5 10 4.5 112.500
3600 102.82 47.45. 14 0.375 5 10 4.5 112.500
3700 105.67 48.77 14 0.315 5 10 4.25 106.250
3800 108.53 50.09 14 0.375 5 10 4.5 112.500
3900 111.38 51.41 14 0.375 5 10 4.75 118.750
4000 114.24 52.73 14 0.375 5 10 4.75 118.750
. 4100 117.10 54.04 16 0.375 6 10 4 120.000
4200 119.95 55.36 16 0.375 6 10 4.25 127.500
4300 122.81 56.68 16 0.375 6 • 10 4.25 127.500
4400 125.66 58.00 16 0.375 6 10 4.5 135.000
4500 129.52 59.32 16 0.375 6 10 4.5 135.000 •
4600 131.38 60.64 16 0.375 • 6 10 4.5 135.000
4700 134.23 61.95 16 0.375 6 10 4.5 135.000
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2 TTec Engineers, Inc. 12 bug - 3c
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Anchor Bolt Design gyp'
1. Compute the Moment at the base Plate
Example •--
IS'
10' x 5' x 30.94psf = 1,547 #
15' x 1547# z 12 " /ft. = 2784601 . _ E „ , (E1e
+ � This moment must be resisted by the bolts on one side of the base plate 4
The bolts in tension and the base plate pressing against the concrete on the othe
the pressure on the concrete will press over several square inches, with the
maximum pressure at the edge and oaring to zero a few inches toward the bolt
To figure the bolt tension, take the center to center bolt spacing in the
direction of the wind, and divide this value into the wind moment and the by
the number of bolts in tension, This will give the bolts tension
Example 14"
x x
278460
Mind - - -> x x : 25314.54 # /row at
12" 11
x x
- -- 25314.54
- -- --- - - - - -- - = 8438.181 # /Bolt •
11" pitch 3
f
The minimum bolt area is found by dividing the bolt tension by the allowable
steel stress. Consult the steel manual (RISC) for bolt providing the
required net section, at the root of the threads.
Example
8438 Sci..r -e R.:yrA2E'a
0.293720 sq. in. / bolt v p.C2
21,6001.33
'1?) 0.0
5/8" bolt gives 0.202 sq. inches (too saall) '/Z 0 ,120
3/4" bolt gives 0.302 sq. inches ( o.k.) /g C. 2O2
Bolts are kept from pulling out of the concrete by bond of concrete to the bolt.
Find the allowable bond frog the current building code. Find the perimeter 7/0 04
of the bolt . Each inch of the bolt will have a perimeter (pi * D) % 1' or iu C 551
pi D square inches of area per inche of bolt. "
This pi * D time the bond will give aallowable load on inch of bolt can take.14.° 0.
this into the load per bolt and total aiaimnm embedment can be obtained.
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12 1--- -- 3" Clecr. -- } ' r � 3/4 Dia. Steel Roc' ill 0
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9/16" R. (Typ.)
/ \ � %/ 1 1 I Baseolale Detail.
\� \ \� N � \ \ \�� \� \ \� \ \ \ \ /4" thick A572 Grade 50 Steel Baseplote.
Scale: 1 1/2" _ 1 -0
A i4 /15/96 Released le' perrnir?ing. r •R.X.
Design I V O O S Rev. Date D p
t Ap,, d
REVISION RECORD
npress;ve strength of 3,000 PS/ at 28 days.
1 _ -..:.
��.. Funk Forging Company • 5 Crede 60 Steel. ; ax . ;AV 9 y
:: +r: L 1633 Fifth Avenue
s oil - r ! ;U,`n•. :;'; Chicago Heights, Illinois 60411-3797
g for %es o. 200 �bs. /sq- fl. per r•:
do i'ot exist, i-t is the Erector's responsi- r . Telephone: (708) 757-7421 (�
l✓ pot �.nY$y.1 r l_f
new base designed for the existing soil FAX: (708) 75f3 6629 r o
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rryineer. liN Foundation Caissons for the Texaco -'=1715• - --
' B r Twin Pole sign r.rrl, i