SGN1997-00084 �-�
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^ CITY OF TIGARD
DEVELOPMENT �������U�����
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���~�m~m~~�n nmn�~nm u SERVICES
o�0�''�—. 13125 SW Hall Blvd. Tigard, (503) ' '=-- ` '-~ SIGN PERMIT
PERMIT #: SGN97-0084
DATE ISSUED....: 08/05/97
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/ PARCEL.........: 1S136DB-02600
ZONE...........: C—G
JURISDICTION...: TIG
BUSINESS NAME..: YOUNG ELECTRIC SIGN CO
SIGN LOCATION..: 11201 SW 72ND AVE
APPLICANT/AGENT: MCDONALDS CORPORATION
BUSINESS TAX NO:
_ _ _ _ _ _____
SIGN:
PERMANENT (X) FREESTANDING (Y) FREEWAY ( )
TEMPORARY ( ) WALL ( ) ELECTRONIC ( )
OTHER ( ) BILLBOARD ( ) BALLOON ( )
•
SIGN DIMENSIONS...... : 10' 1"X10' 1"
TOTAL SIGN AREA......: 55 sq. ft.
WALL AREA............: 0 sq. ft.
WALL FACE (DIRECTION) : NA
SIGN HEIGHT..........: 21 ft.
PROJECTION FROM WALL. : 0 in. •
ILLUMINATION.........: INT
.
DESCRIPTION OF SIGN: McDonald's w/logo 55 sq ft per face
.
MATERIALS............: PLEX/METAL
EXISTING SIGNS.......: 1
ELECTRICAL PERMIT REQUIRED: Y
BUILDING PERMIT REQUIRED.. Y
ADMINISTRATIVE EXCEPTIONS. : - /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 pernit 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.
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APPROVED BY
PERNlTTB Sl0ATURE/ —4'�—^ 1----b-4.—_____
DATE: 08/05/97
SIGN PERMIT APPLICATION
.43.11-144'.:411 i ; � 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX (503) 684-7297
CITY OF TIGARD ALe 411-sp
GENERAL INFORMATION {PLEASE PRINT CLEARLY)
Sign Address/Location: / 9_ / '..) 7 Z ...
17 ym-rio 1 r2- :: > FOR STAFF USE ONLY
Name of Tenant/Business: MCP 717gLA S
D ate Received ' v
Address: 5000 .SW / J. c iefo, ,0 . .
. R B < �
Applicant/Agent/Contact Person: - 7 - P14 714Fr ; ;. �/
/ _ � !� Permit No: s '- G (7A 1
Sign Company: yeti4, Liter .fl6�l Phone: 0 7 O J / r Permit Fee: OcD
Address ra,P, 111.4J Roos &% sT ;.:..:.:;::;:.:: ,....„ :.: .
City: - O R- Tt.df� State: Receipt N o:: • :: . >:: `?` e � �'" / (J �
ty Zip: 97a-(O : :: ::: :.:;:,;: 4,../ • .. /
::: : •c'! : l �Q
Sign Company C.C.B. #: � 3� >Date°of`Approval :: :•07'0V9
Expiration Date: • Ezpitation•Date.: ` ::• :
City of Tigard Business Tax #: ) ( —t —c. 7 :
(or) Expiration Date: :: Zoning: ' ;:: :> ° >e; . :
Metro Business License #: t-f (DO
Expiration Date:
P / / — ( —q 7 Electncal •Permit red? Yes. No ❑
Proposed Sign: (check as many as applicable) : Building . :' Permit :Required? Yes No ❑
Permanent 119 Freestanding fl Freeway ❑ Rev.12127l9e l :tcurpintmasterstspa.doc
Temporary ❑ Wall ❑ Electronic ❑
Other ❑ Billboard ❑ Balloon ❑
Sign Dimensions: /0 A'// ' OFF
Total Sign Areas (sq. ft.): 541 $$ /F' REQUIRED SUBMITTAL ELEMENTS
Total Wall Area (sq. ft.): N/A
Direction Wall Faces: (circle one) N S E W NE NW . SE SW ❑ Completed Application Form
Height (ft.): ,,c) `- 8 ❑ Site/Plot Plan Drawn to Scale
Projection from Wall: A//A (2 copies, 3 if a building permit is required)
Illumination: Yes No ❑ Type: Internal $J 0 ❑ ❑ Elevations Drawn to Scale
(2 copies, 3 if a building permit is required)
U.L. Label #:
❑ Applicant's Statement
Copy: Ail., /911Lb ,['Fee (Permanent Sign, any size) $50.00
Materials: �11 C4- 6. /��-f ID 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
tf yes, a Ilst of all sign dimensions mast also be submitted] property or an agent authorized by the owner.
NOTE: c> If work authorized under a sign permit has not been /
completed within ninety days after the issuance of the
permit. THE PERMIT SHALL BECOME NULL AND VOID. Appli nt's Signature
1
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06%20/97 FRI 09:51 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 444 BOISE .14. 84t2 — '
4
615/97
1:10 PM
Structural Engineering Calculations for.
McDONALDS
TIGARD, OREGON.
DIP POLE SIGN
Index
Title I
Specifications 2
►'Find Loads 3
Steel Column 4
Footing 5
Drawing (p
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Young Electric Sign Company I Boise Division
Roger Huber (208) 345 -2982
Sign Engineering 3.0
(C) 1994 Young Electric Sign Company
06720/97 FRI 09:51 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 434 BOISE
6/5/97
1:10 PM
SPECIFICATIONS
Project: McDONALDS
Descript: D/F POLE SIGN
Steel...
Design and fabrication according to AISC -ASD, 9th edition.
Plate, angle, channel, tee and wide flange: ASTM A36.
Round pipe: ASTM A53 Grade B or equivalent.
High strength bolts: ASTM A325, bearing type connections (snug tight).
Welding...
Design and fabrication according to AWS D1.1.
AWS certification required for all structural welders.
E70XX electrodes for SMAW processes.
F7X -EXXX electrodes for SAW processes.
Concrete...
Design and construction according to ACI 318 - 89, revised 1992.
Compressive strength at 28 days, Pc= 2,500 psi minimum.
Concrete poured into constrained earth excavations must cure under proper
conditions for 4 days prior to sign box installation.
For pier and caisson footings, concrete must be poured against undisturbed earth.
Maintain a minimum 3" concrete cover over all embeded steel.
Sign Engineering 3.o
(C) 1994 Young Electric Sign Company
06/20/97 FRI 09:52 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 444 BOISE -^
3
6/5/97
1 :10 PM
WIND LOADS
Project: McDONALDS
Descript: D/F POLE SIGN
Ref: Uniform Building Code 1994
Basic Wind Speed= 80 mph, UBC figure 16 -1
Exposure= C flat terrain, generally open for 1/2 mile.
Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16 -H
Calculation of Design Wind Pressures
Height (ft): (qs) (Ce) (Cq) = Wind Pressure
0 -15: 16.4 1.06 1.4 24.3 psf
20: 16.4 ' 1.13 1.4 25.9 psf
25: 16.4 1.19 1.4 27.3 psf
30: 16.4 1.23 1.4 28.2 psf
40: 18,4 1.31 1.4 30.0 psf
60: 16.4 1.43 1.4 32.8 psf
80: 16.4 1.53 1.4 35.1 psf
100: 16.4 1.61 1.4 36.9 psf
120: 16.4 1.67 1.4 38.3 psf
160: 16.4 1.79 1.4 41.1 psf
200: 16.4 1.87 1.4 42.9 psf
300: 16.4 2.05 1.4 47.0 psf
400: 16.4 2.19 1.4 50.2 psf
Seismic Load Comparison
Seismic Zone= 2 UBC figure 16-2
Z= 0.2
I= 1.0 standard structures
Cp= 2.0 UBC table 16 -P, signs
Wp= 15.0 psf, typical sign box with structure
Fp= (Z)(l)(Cp) (Wp)= 6.0 psf
Sign Engineering 3.0
(C) 1994 Young Electric sign Company
06/20/97 FRI 09:52 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 444 BOISE 40.5
r
6/5/97
1:10 PM
STEEL COLUMN DESIGN
•
Project: McDONALDS
Descript: D/F POLE SIGN
• Ref: Manual of Steel Construction, AISC 9th Edition
Areas Subject to Wind Forces
Height Width Area Centroid Wind
_ Description (ft) (ft) (soft) (ft) (last)
1) McDonalds Arches 24.0 ' 17.0 - 25.9
2) McDonalds Keystone 34.6- 12.0 24.3
3) Escutcheon 0.67 6.00 4.5 10.5 24.3 _
4) McDonalds Readerboard 2.00 10.00 20.0 9.0/ 24.3
5) Support Pipe 4.4 4.0'' 24.3
6)
7)
8)
Calculation of Design Forces at Critical Heights
y (ft) M( #) V (#) y (ft) M (#') V (#)
@ grade 26,627 - 2,167
10.00 6,092 1,573
14.00 1,866 622
Column Support Design Table
# of Column Column Length Start End Sleeve S act fb
Cols Type Size Elev Elev Depth
(P, TS) (It) (ft) (ft) (in) (in^3) (ksi)
1 P 8 "(.322) 15.2 -5.2 10.0 N/A 16.80 19.0
1 P 4 "(.237) 4.0 10.0 14.0 N/A 3.21 22.8 /
Allowable Bending Stresses
Column Column Criteria Stress increase factor (1.00
Type Size
P 8 "(.322) d/t <3300/Fy so... Fb= 0.66Fy= 23.1 ksi
P 4 "(.237) d/t <3300/Fy so... Fb 0.66Fy= 23.1 ksi /
•
Sign Engineering 3.0
(C) 1994 Young Electric Sign Company
06720/97 FRI 09:52 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO -->-► BOISE _-GO
• } s
6/5197
1:10 PM
LATERAL BEARING PIER AND CAISSON FOOTINGS
Project: McDONALDS
Descript: DIP POLE SIGN
Ref: Uniform Building Code 1994 (Sec. 1806.7)
# Footings= 1 Moment/Footing, M= 26,627 � lb-ft
Pass lat soil res, q= 200 psf Composite Centroid, h= 12.20 ft
Equiv Concentrated Load, P= M/h= 2,182 lb
Rectangular Pier
Width, W= 4.0 ft, parallel to sign face
Length, L= 3.0 ft, perpendicular to sign face
Depth, D= (Al2)(1+ SQR(1 + (4.36h) /A))= 5.2 / ft
S1= (2)(q)(D /3)= 701 psf
b= Sqrt(W + L "2)= 5.0 ft
A= (2.34)(P) / (S1)(b)= 1.5
Foundation Bearing Check
Allowable Bearing Pressure= 1,330 psf, 1994 UBC table 18 -1-A, at grade
Square
Sign Wt= 1,117 lb
Base Wt= 9,341 lb
Area= 12.0 sq ft
q max= 872 psf, soil
OK, with depth increase
Concrete Volume
Outside Width of Column= 8.625 in
Depth of Column in Footing= 5.2 ft
Volume of Concrete per Footing= 2.2 cubic yards ( + -)
Total Order Volume of Concrete= 22 cubic yards ( + -)
Sign Engineering 3.0
(C) 1994 Young Electric Sign Company
06/24/97 15:18 $208 345 3064 YESCO —,44 SALT LAKE CORP IJ001 /001
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