SGN1998-00154 •
CITY OF TIGARD
l�� DEVE SERVICES
SIGN PERMIT
PERMIT #: SGN98-0154
DATE ISSUED ° 12/03/98
PARCEL : 2S111CD -00400
ZONE..°° °. ..... ° R -7
JURISDICTION...: TIG
BUSINESS NAME— : SOUTHWEST CHURCH OF CHRIST
. SIGN LOCATION..: 09725 SW DURHAM RD
APPLICANT /AGENT: SOUTHWEST CHURCH OF CHRIST
BUSINESS TAX NO:
SIGN:
PERMANENT (X) FREESTANDING (Y) FREEWAY ( )
TEMPORARY ( ) WALL ( ) ELECTRONIC (Y)
OTHER ( ) BILLBOARD ( ) BALLOON ( )
SIGN DIMENSIONS. ° ° . ° ° : 4' X 8'
TOTAL SIGN AREA......: 32 sq. ft.
WALL AREA 0 sq. ft.
WALL FACE (DIRECTION): E
SIGN HEIGHT...°°. .... : 0 ft.
PROJECTION FROM WALL.: in.
ILLUMINATION INT •
DESCRIPTION OF SIGN: Remove and replace existing monument sign. Sign copy
to read Southwest
Church of Christ + a reader board.
MATERIALS ° PLASTIC
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 permit shall expire 90 days from approval date.
A temporary sign shall expire 30 days from approval date. A balloon sign
shall expire 10 days from approval date.
///
APPROVED BY: � - ' rte ----
PERMITTEE SIGNATURE• C
1 DATE: 12/03/98
1 •
SIGN E=Y ° APPLICATION
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297
CITY OF TIGARD
GENERAL INFORMATION (PLEASE PRINT CLEARLY)
Sign Address /Location: Q 7 5 5 (Act
:FOIE STAFF USE ONLY.
•
Name of Tenant/Business: _ _ _`
Date Received r v? — 7 — 96
Address:
Applicant/Agent /Contact Person: Received By
Permit No:(s): 541$°4 /,
- Sign Company: I. / Phone. (35 �— �--
Address: ho g 09,9 I v
Permit. Fee: "0
q � a Receipt No.:, ' 6"<?1/����
�ai
Cit c�- ,„e State: (9-v • Zip:
Approved By
Sign Company C.C.B. #: C,4/ 3,25 Date of Approval: /,2 - 3 -9 5
Expiration Date: c7 - —06 Expiration Date: ('— 3 - 5
City of Tigard Business Tax #: , v 1 3
(or) 'Expiration Date: / _ i - 9 q Zoning:
Metro Business License #:
Expiration Date: Electrical Permit Required? Yes 'No ❑
Proposed Sign: (check as many as applicable) Building Permit Required? Yes ❑ No
Permanent ( Freestanding p Freeway ❑ Rev. 12/27/96 I:lcurpin\ nasterslspa.doc
Temporary ❑ Wall ❑ Electronic ❑
Other ❑ Billboard ❑ Balloon p
Sign Dimensions: uo 1.
s REQUIRED SUBMITTAL ELEMENTS
Total Sign Areas (sq. ft.): 3a.
Total Wall Area (sq. ft.):
Direction Wall Faces: (circle one) N SE W NE NW SE SW ❑ Completed Application Form
Height (ft.): [e- Site /Plot Plan Drawn to Scale
Projection from Wall: (2 copies, 3 if a building permit is required)
Illumination: Yes ® No ❑ Type: Internal ® External ❑ ❑ Elevations Drawn to Scale
(2 copies, 3 if a building permit is required)
U.L. Label #:
n — ❑ Applicant's Statement
�p
Copy: ��: - 4- -�' .�,Q.,�pa+o Fee (Permanent Sign, any size) $50.00
Materials: �'f2 r.�.,• n _.,. , Q..Q,�.,, 2 . ❑ 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 Ilst of all sign dimensions must also be submlttedJ property or an agent authorized by the owner.
NOTE:' If work authorized under a sign permit has not been
completed within ninety days after the issuance of the ' '- 6-
permit. THE PERMIT SHALL BECOME NULL AND VOID. App c is Signature
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`y R ZTec Engineers, Inc. 12- Auq -96
ZTec Enginers, Inc.
1. Directions to use the charts and graphs
2. Determine the wind load for the sign ht.
Is it 80,90 or 100 MPH wind speed?
WIND LOAD FORCES, PSF Exposure C
sign ht. 80 MP; 90MPH 100 MPH
16 .( .=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
Moment : bththt.(centerline)*Wind 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 *Cgtitgs
b : 5 ft. where Ce :
ht.: 15 ft. Exposure Exposure Exposure
ht. B C D
Calulate the face area t ht.: b t L t ht. 0' -15' 0.62 1.06 1.39
5 t 10 t 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
xonent : face area * ht.* wind, force qs (80 rph) : 16.4 psf qs (100 mph)
750 * 28.5: 21375 ft. lbs. qs (90 nph) : 20.8 psf
or 21375/1000 : 21.375 kip ft.
P(80mph) : 28.5 PSF
Select from the tables the pole required P(90 rph) : 35.8 PSF
Go to the tables with the moment of 21.38 k -ft., on the appropriate
chart and select the footing size for the appropraite wind exposure.
Choose 3'x5'x6.5' deep or 5'z5'x4' deep is another possibility.
O X 13 7 , v „ _ 3
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v ZTec Engineers, Inc. '' uG
6. Design Table - 80 wph wind, Exposure C, Sign Height < 25 ft.
Footing size anent CT
Face Area bo®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_.'' x71 - . 4 ' "'0 237 � .` -7 « 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 45.10 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 0.375 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 128.52 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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