SGN1997-00166 CIYOFIGAR )
A
DEVELOPMENT SERVICES
'LL. 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 SIGN PERMIT
PERMIT #: SGN97-0166
DATE ISSUED : 11/25/97
PARCEL • 2S110DC-02200
ZONE : C—G
JURISDICTION. . . : TIG
BUSINESS NAME. . : TIGARD CHURCH OF GOD
SIGN LOCATION. . : 15570 SW PACIFIC HWY
APPLICANT/AGENT: TIGARD CHURCH OF GOD
BUSINESS TAX NO:
SIGN:
PERMANENT (X) FREESTANDING (Y) FREEWAY ( )
TEMPORARY ( ) WALL ( ) ELECTRONIC ( )
OTHER ( ) BILLBOARD ( ) BALLOON ( )
SIGN DIMENSIONS • 8' X 3. 5'
TOTAL SIGN AREA • 28 sq. ft.
WALL AREA • 0 sq. ft.
WALL FACE (DIRECTION) : N
SIGN HEIGHT • 5 ft.
PROJECTION FROM WALL. : 0 in.
ILLUMINATION • INT
DESCRIPTION OF SIGN: Remove existing monument sign and replace with double
face ilium.
monument sign for and existing church.
MATERIALS -
EXISTING SIGNS • 1
ELECTRICAL PERMIT REQUIRED: Y
BUILDING PERMIT REQUIRED. . : N
ADMINISTRATIVE EXCEPTIONS. : N/A
PERMIT FEE: $ 50. 00
This permit is issued subject to the regulations contained in the
Tigard Municipal Code, State of Ore. Specialty Codes and all other
applicable laws. All work will be done in accordance with approved
approved plans. A sign peruit shall expire 90 days from approval date.
A temporary sign shall expire 39 days from approval date. A balloon sign
shall expire 18 days fro' approval date.
APPROVED BY: .41
//
PERMITTEE SIGNATURE: i
DATE: 11/25/97
8
SIGN PERMIT APPLICATION
„N,M Aoki 1;+ 13125 SW Hall Blvd., Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297
.y. I 1
CITY OF TIGARD
GENERAL INFORMATION (PLEASE PRINT CLEARLY)
Sign Address/Location: / 5 (0,-.7v 5(Ai I rl
/ �� FOR STAFF USE ONLY
Name of Tenant/Business: � �1(, (#L4-c_L. XJ o
Q Date Recved: `6 Address: / "2 o 5 9'6
Applicant/Agent/Contact Person: l il,t,..,•r,-L ca„.._<._. _ Received By: S , • ,
Permit No.(s):
Sign Company: -_mac s:-ecr-vk--.0 Phone: 63 ,� _ (-; D-- 1' ��
Address:
d �-x -3 q / ��`;�/� Permit Fee: �d
�� Receipt No.: 9 �
-30J05
City: .- .mil State:(9-i . Zip: i
Approved By:
Sign Company C.C.B.#: q 3 �` Date of Approval:
Expiration Date: - - d U Expiration Date:
City of Tigard Business Tax#:
(or) Expiration Date: Zoning:
Metro Business License#: o o i 3
Expiration Date: / - I—`'r `r Electrical Permit Required? Yes ❑
Proposed Sign: (check as many as applicable) Building Permit Required? Yes ❑ No ❑
Permanent p' Freestanding Q Freeway ❑ Rev.12/27/96 I:\curpin masters\spa.doc
Temporary ❑ Wall ❑ Electronic ❑
Other ❑ Billboard ❑ Balloon ❑
Sign Dimensions: - o X . c
REQUIRED SUBMITTAL ELEMENTS
Total Sign Areas (sq. ft.): a 6-12,
Total Wall Area (sq. ft.):
Direction Wall Faces: (circle one) �N S E W NE NW SE SW
❑ Completed.Application Form
Height(ft.): s/'❑ Site/Plot Plan Drawn to Scale '}
(2 copies,3 if a building permit;is required)
Projection from Wall: ..-
oo —�°
Illumination: Yes Q No ❑ Type: Internal p' External ❑ ❑ Elevations Drawn to Scale
(2 copies,3 if a building permit is required)
U.L. Label#:
❑ Applicant's Statement
Copy: Fee (Permanent Sign,any size) $50.00
Materials: ❑ Fee (Temporary Sign) $15.00
Are there any Existing Signs at this Location? Yes ❑ No ❑ I certify that I am the recorded owner of the
If yes,a list of all sign dimensions most also be submitted.] property or an agent authorized by the owner.
NOTE: Q If work authorized under a sign permit has not been p
completed within ninety days after the issuance of the .f r-r— cYt
permit,THE PERMIT SHALL BECOME NULL AND VOID. p icant's Signature
1
signs of America
PERMIT AUTHORIZATION
Please consider this letter as your authorization to obtain any and all permits or
other documents required by state or local governments to install the following:
ONE (1) DOUBLE FACE ILLUMINATED MONUMENT DISPLAY READING: "TIGARD CHURCH OF GOD"
WITH 2 LINES CHANGEABLE COPY STRIPS; CLEAR LEXAN LOCKING COVER OVER DISPLAY;
TEXCOAT BASE.
Located at: 15670 SW 98TH TIGARD, OR 97224
Authorized By:
- _ /i ✓� � �15C/E"� ' /1 / 7
'ame Title Date"/"_..v::::::z)
ran(/ ' 61#1Y i/bolg.
Nne / Title Date
Name Title Date
REV/LB 12/14/96
P.O. Box 23910 • Portland, OR 97281-3910 • (503) 639-3262 • FAX (503) 620-8477
24 Hr. Service: (503)639-7222
I/ 1� ✓ �,. ll/ lj ,
" v S �l r2�( 13 1,� 5 �..
C
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ITY OF TIGARD
Approved t t-?-"�, v
Conditionally Approved [ 1
6i2A 5 For only the work as de cribed in I I I I I I I I I i I
PERMIT NO,s�iJ --p/ra i
See Letter to: Follow [ I
Attach [ J -
Job Add�-ss• �0 SW ` �c
By: �- /.��. ,„ _ Date:// '
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- SCALE: 3/4" = 1'
t44ANUF.n'TURE AND INSTALL ONE (1)DOUBLE FACED INTERNALLY ILLUMINATED MONUMENT DISPLAY WITH OPAQUE ' 4 ' i .
' BACKGROUND AND TWO(2)LINES OF 4"ZIP CHANGE COPY.
VINYL COLORS:VINYL BACKGROUND IS OPAQUE #220-117 (SHADOW BLUE),ALL OTHER VINYL IS TRANSLUCENT. signs
LOGO IS#230-33 RED, #230-44 ORANGE, 230-25 SUNFLOWER AND WHITE.
READER BOARD SECTION: 4"LETTERS,COPY IS WHITE, BACKGROUND IS OPAQUE #220-177 (SHADOW BLUE), PANELS IR0O2 M.W. 72891 P01020(8
IN READERBOARD ARE SLIDING. TISIGIIS ART PROPERTY DT RAZE SIGNS
BASE: PAINT BASE TO MATCH PMS#430(LIGHT GREY),TEX-COAT FINISH,ADDRESS NUMBERS ARE WHITE PAINTED MBA RATR
LETTERS, FONT IS FUTURA LT. BT,PAINT ADDRESS NUMBERS ON BOTH SIDES OF TEX-COAT BASE, PAINT WHITE 10 19E 10 3 6 X(OPY fP,OAI(I06 TOMATO H STAN N
IIIAIIGFi)10 3'6"X 8(HAktitD IDGO ID AIAI(N SCAN
CABINET: PAINT CABINET TO MATCH VINYL#220-117 (SHADOW BLUE)'VERIFY",RADIUS CORNERS, DOUBLE FACED. I,tYF.
NOTE:LEXAN LOCKING COVER OVER FACES FOR PROTECTION I 1 1'97 PROD.PRINT.(IIANGIO TONE FOR ADDRESS,
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Ziec Engineers, Inc.
6 Design Table - 80 iph wind, Exposure C, Sign Height < 25 ft.
Footing size
Face Area Monent Section Pipe size Nall Width Length
x h k-ft in'3 Dia.(in.) in. ft. ft.
10 0.29 0.13 3 0.216 1.5 1.5
20 0.57 0.26 3 0.216 1.5 1.5
30 0.86 0.40 3 0.216 2 2
40 1.14 0.53 3 0.216 2 2
50 1.43 0.66 3 0.216 2 2
60 1.71 0.79 3 0.216 2 4
70 2.00 0.92 3 0.216 2 3
80 2.28 1.05 3 0.216 2 4
90 2.57 1.19 3 0.216 2 4
100 2.86 1.32 3 0.216 2 4
200 5.71 2.64 4 0.237 2 4
300 8.57 3.95 5 0.258 3 4
400 11.42 5.27 5 0.258 3 4
500 14.28 6.59 6 0.28 3 4
600 17.14 7.91 6 0.28 3 5
700 19.99 9.23 8 0.322 3 5
800 22.85 10.55 8 0.322 3 5
900 25.70 11.86 8 0.322 3 6
1000 28.56 13.18 8 0.322 3 6
1100 31.42 14.50 8 0.322 3 6
1200 34.27 15.82 8 0.322 3 6
1300 37.13 17.14 10 0.365 4 % 8
1400 39.98 18.45 10 0.365 4 8
1500 42.84 19.77 10 0.365 4 8
1600 45.70 21.09 10 0.365 4 8
1700 48.55 22.41 10 0.365 4 8
1800 51.41 23.73 10 0.365 4 8
1900 54.26 25.04 10 0.365 4 8
2000 57.12 26.36 10 0.365 4 8
2100 59.98 27.68 10 0.365 4 8
2200 62.83 29.00 10 0.365 4 8
2300 65.69 30.32 12 0.375 4 9
2400 68.54 31.64 12 0.375 4 9
2500 71.40 32.95 12 0.375 4 9
2600 74.26 34.27 12 0.375 4 9
2700 77.11 35.59 12 0.375 4 9
2800 79.97 36.91 12 0.375 4 9
2900 82.82 38.23 12 0.375 4 9
3000 85.68 39.54 12 0.375 4 9
3100 88.54 40.86 12 0.375 4 9
3200 91.39 42.18 12 0.375 4 9
3300 94.25 43.50 12 0.375 4 9
3400 97.10 44.82 14 0.375 5 10
3500 99.96 46.14 14 0.375 5 10
3600 102.82 47.45 14 0.375 5 10
3700 105.67 48.77 14 0.375 5 10
3800 108.53 50.09 14 0.375 5 10
3900 111.38 51.41 14 0.375 5 10
4000 114.24 52.73 14 0.375 5 10
4100 117.10 54.04 16 0.375 6 10
4200 119.95 55.36 16 0.375 6 10
4300 122.81 56.68 16 0.375 6 10
4400 125.66 58.00 16 0.375 6 10
4500 128.52 59.32 16 0.375 6 10
4600 131.38 60.64 16 0.375 6 10
4700 134.23 61.95 16 0.375 6 10
Moient OT
Depth /1.5
ft. k-ft.
2 0.337
3.5 0.591
2.5 1.000
3 1.200
3.5 1.400
1.5 2.400
3 2.700
2.5 4.000
2 3.200
2.5 4.000
4 6.400
4 9.600
5 12.000
6 14.400
5 18.750
5.5 20.625
6.5 24.375
5 27.000
5.5 29.700
6 32.400
6.5 35.100
3 38.400
3.5 44.800
3.5 44.800
4 51.200
4 51.200
4.5 57.600
4.5 57.600
5 64.000
5 64.000
5.5 70.400
4.5 72.900
4.5 72.900
5 81.000
5 81.000
5 81.000
5.5 89.100
5.5 89.100
5.5 89.100
5.5 89.100
6 97.200
6 97.200
4 100.000
4.5 112.500
4.5 112.500
4.25 106.250
4.5 112.500
4.75 118.750
4.75 118.750
4 120.000
4.25 127.500
4.25 127.500
4.5 135.000
4.5 135.000
4.5 135.000
4.5 135.000
.11'�a7'70
R ZTec Engineers, Inc. 12-ing-95
ZTec Enginers, Inc.
1. Directions to use the charts and graphs
2. Detenine the wind load for the sign ht.
Is it 80,90 or 100 MPH wind speed?
WIND LOAD FORCES, PSF Ezposare C
sign ht. 80 MPH 90MPH 100 MPH
0' < ht.' 15' 24.34 30.87 49.82
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 tiles center of sign
Mount = b*h*ht.(centerline)*Wind Load(psf)
4. WITH THE MOMENTS CALCULATED GO TO THE TABLES AND SELECT
TEE FOLLOWING: POLE SIZE, FOOTING SIZE
DESIGN EIAMPLE
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
Calulate the face area * ht. = b * L * ht. 0'-15' 0.62 1.06 I.39
5 * 10 * 15 = 750 FT. ' 3. 20' 0.67 1.13 1.45
25' 0.72 1.19 1.5
Wind force per square foot 30' 0.76 1.23 1.54
80 MPH , wind zone : 28.5 psf
Cq : 1.4 for signs
!ooent : face area t ht.* wind force qs (80 iph) : 16.4 psf qs (100 aph)
750 * 28.5 = 21375 ft. lbs. qs (90 aph) = 20.8 psf
or 21375/1000 : 21.375 kip ft.
P(80iph) : 28.5 PSF
Select from the tables the pole required P(90 aph) : 35.8 PSF
Go to the tables with the anent of 21.38 k-ft., on the appropriate
chart and select the footing size for the appropraite rind exposure.
Choose 3'z5'x6.5' deep or 5':5'x4' deep is another possibility.
x83.6 5 ��,,,,
�' x G � .,
C ear« _ ► D_ .4-.D7 = U k Nl-$•° / O 5 `:-
O-r 3 .7
3. 1 spa-,A6,_
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