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SGN1994-00193 ST N PERMIT PERMIT #: SGN94 -0193 DATE ISSUED • 11/21/94 EXPIRATION DATE: 2/2:1/R5 PARCEL • 1S136CD-01900 ZONE • C -G BUSINESS NAME..: CUB FOODS / ALEXANDER'S HAMBURGERS SIGN LOCATION..: 11700 SW PACIFIC HWY APPLICANT /AGENT: GORDON DAVIS BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC (X) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS • 9X2',10X7'2" TOTAL SIGN AREA • 90 sq.ft. WALL AREA sq.ft. WALL FACE (DIRECTION): NA SIGN HEIGHT • 22 ft. PROJECTION FROM WALL.: in. ILLUMINATION • INT DESCRIPTION OF SIGN: Permanent, freestanding. 89.67 SQUARE FEET PER FACE, 22 FEET TALL. MATERIALS • SHEET METAL , EXISTING SIGNS 1 �p- e ; (IA `lS+ 6c, p (C< C t , Gp ELECTRICAL PERMIT REQUIRED: YES � jcj 1 �c t z Y(c) BUILDING PERMIT REQUIRED..: YES C etve P�v'L k' �� crc ADMINISTRATIVE EXCEPTIONS.: N/A 4o' o PERMIT FEE: $ 67.50 APPROVED BY: DATE: 11/21/94 • • Permit No.' G - CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the wank indicated or as shown in the a c c o m p a n y i n g p l a n s and specifications. (St C — / e © U SIGN IDMTION ADDRESS: ��_ .:c. ,L iAafiLi1 � ZONING: CO NAME OF BUSINESS: C48 • -pc /f7' s / T/ il• iu p-- APPLICANT /AGENT: (4)/096-14-C COMPANY: PHONE: Z`fQ 'I/ FS The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current business tax? YES ( ) NO ( ) U.L. Label i PROPOSED SIGN: (Check as many as apply) PENENT (4 FREESTANDING FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OUTER ( ) BILLBOARD ( ) BALIDON ( ) SIGN DIMENSIONS: S. 6:XhileiT EXPIRATION DATE :_ TOTAL SIN AREA (Sq. Ft.) : g9, 675r. 2- 2 I - 61, b WALL AREA (Sq. Ft.) : WALT, FACE: HEIGHT (Ft) : 2. - PROJECTION FRa`4 WAIL: ULUM NATrON: YES (,/) NO ( ) TYPE: &Coe. /44/177/J6 COPY: '' = tl l ,B / r - MATRRTATS: P f t Ir EXISTING SITS: I S ` ft )0 F14:. ST -,t91X /ti•Yo .5/0;il) 7 AEMINISIRATIVE EXCEPTION: N/A ( ) APPROVED ( ) HOW MUCH ! h r j ARFA ( ) HEIG U ( ) OCZIM4ITS: ict� rlL(Si p fcc e cQ ct 01IniM,(,Y) • r h� .c w G� e rn�n i.Jh:cvNever i.s iss• PLANNING DEPARTMENT All sign permits must be acccaupanied by a scale Permit Fee: . U c: 4 drawing and plot plan. If work authorized under Receipt No: c i 15S - C' a sign permit has not been completed within ninety Approved By: days after the " :c't'R� .- of the permit, the permit Date: 1 1- 21- C� shall become •t • void. ELECIRIC.AL PEFaiIIT/ I •Iry +N�y r• o il. THE RECORDED OWNER OF THE RE IRED: YES (✓) NO () PROP.'M•'J-W iv AUTHORIZED BY THE OWNER. BUILDING PERMIT AIWP REQUIRED: YES ("NO ( ) Applicant's Signa• i e ?O. Pox 172 ,t1Z4-AJP z -o.c cP /BEMPFII' Address 9720 Telephone N: \WORD \COMDEV\ / 7 .� / HC. s:. I s' / r o N 1 r, 024 \� 700 a N /- T _ s `\ 0 � j 85 4c. 0 161,1 i �5i 9 i /:J.. 9 9 a. CO A !800 Q °‘,,., r \ 0 , 1%,40 _ _ r I 00 c J • �` E 32 4 : / � D • a . O \ � r • ` �, .' -.�-_ __ '.i°ry° fi gy . 'Cti. .. Z"� , "S'4 7 4 1 I°ri�l / 218/ 'SO x`22 .. .1 • " j 2 2 Pylon SignS5 feet a ac om ` " I ; : a t' the ' 0 74 c the edge of p v O. eme t per 08 °" / Sec. 18.114.1C. 1 a.(iv) 2000 i e/1 z 23 4 0 r 1 . m l a ' 2300 e a r N I CD N u. a'. O v . its o ' r ' 19 1 1 8.2 4 206 7 N m m N86 °15'20 "E — — — — 3448 _ � " _ 2o6 .n w 2400 — (k — --- \ u 342 • u '..- 141.36 2500 1_1_1 1 A • 7 155.95 • • North c 2600 )- N 4 ., • o Q (C.S. 24,389) (C.S. 24,973) 16 131.61 (C.S. 25,160) 2700 ' — _ 34 4. 6 2 f _ 1p __ _ ID • ' o a :. o f a A 15 1 6 41 ' C • 2800 - - n .bJ n N v - • I 123.13 } 2 q3 ¢ v 2 90 0 o u i3.aer- T� C r~ c ° ' 1 :� N L 2 Z n 1/ 141. b. - 6 E u v J00 a 1.3-; ' 344 3 . • (2 N 0 • J O 0� 6Z 3 s ' .J 34.g ..: E " 9 • 6 10 —0" TOTAL SIGN AREA = 89.67 SQUARE FEET - 2" 24" 2" 2 ,_ 0 ' 2 ._ 0 .. 90 SQUARE FEET MAX ALLOWED t i SHEET METAL CABINETS PANAFLEX FACES PAINTED DK. BLUE Cub # < WHITE COPY ON 800 M.A. INTERNAL 4'-8," 820 -43 RED B/G FLUORESCENT nods ILLUMINATION T READERBOARD 2 ,_ 6 " 2 LINES OF 8" 2 LINES OF 8' RED i ZIP CHANGE LETTERS ZIP— CHANGE LETTERS i : r f p a SHEET METAL r rt �7 �, CABINET •1. ¢ m111ZaijilliNsiftt? .knit t elrr: , . r. . : , l "a.fi t Uti y 4 `' - 2465 YELLOW PLEX ; , N i j .;. �;i ,R, ' �` ' 2 —0 B G WITH 630— 9 PAINTED GRAY --)4 ; tk ,, { z / 3 5 H l 1 .MB UFt EF= 800 M.A. INTERNAL � r ti _ h i ;a, v r .i ::,sar,ira a G, .,r. 1 ITiliF , �" BROWN VINYL COPY FLOURESCENT rg , ol — �'[ � ,f 1� I i , j t , �; 9 0~ I�r�, ILLUMINATION da — h y F 22 —0" . ;; , ,, i i , 1 : [ y s , t 9G, k G i € if { ia i Ill I1 '1a' SHEET METAL SUPPORT = ' � i F � � Ea 1. ll COVERS WITH ROUND_ : i ' `'� � � ' ,,4 ENDS MEDIUM GRAY s, i ° ' , ' i I } fff K too ;1 STUCCO FINISH rt ' i y 7 A 7 A 9 �� 3 t 1 t { � u c 3 {`r�k �' i g ,�1 i w filOt r h 1. j m u i 3, i�� i, t .. i i iii: I r Ii i ,4 ty r il 1 I 3 [ ! 1 I t.1 i14 6 }; SIDE VIEW DOUBLE —FACE PYLON SIGN 1/4" =1' -0" 1/4 " =1-0" CUB FOODS PORTLAND, OREGON IMAGE NATIONAL. INC. 8/24/94 1 STRUCTURAL CALCULATIONS IMAGE NATIONAL PYLON SIGNS Cub Foods Tigard, Oregon Image PO #33572- 000001 ( PRO •9 � N� u`b 4 12327• • /i /1// `APT 23, : W. 0 October 17, 1994 BY BRIGGS ENGINEERING, INC. 1111 South Orchard Avenue Suite 600 Boise, Idaho 83705 (208) 344 -9700 940103 -09 2 PYL- FTG.091 BRIGGS ENGINEERING, INC. i S 1111 ORCHARD * SUITE 600 * BOISE * IDAHO IMAGE NATIONAL POLE SIGN DESIGN Based on IMAGE NATIONAL drawings Project: Cub Foods, Tigard, Oregon P.O. 33572 - 000001 Project No. 940103 -09 Date: 17- Oct -94 DESIGN CRITERIA: Dead Load: Face Area 20 psf Wind Load: Ww = Qs *Ce *Cq = 26 psf Wind Speed (70 mph) Pressure, Qs = 16.4 Exposure Coefficient ('C'), Ce = 1.15 Pressure Coefficient (Sign), Cq = 1.40 Seismic: Ws = Z *I *Cp *DL = 12 psf Z= (Zone 3) 0.30 Cp = (Sign) 2.00 I = (Non - essential) 1.00 Soil: Lateral Loadings Fpv= 200 pcf /ft. Vertical Loadings Fpb= 2000 psf Steel Stresses: Yield Strength, Fy = 36000 psi Bending Stress, Fb= 0.66 *Fy = 23760 psi Concrete Stress: Concrete Strength, Fc' = 2000 psi Reinforcing Strength, Fy = 40000 psi MEMBER NO. BASE HEIGHT Pw Y Mw Pv (ft) (Ibs) (ft) (ft-lbs) (Ibs) 1 0.00 3802 13 51013 2880 2 13.75 1980 5 8911 1500 3 0.00 #REF! #REF! #REF! #REF! SIGN FORCES: MEMBER #1 Sign Area # Area (Af) Centriod (Cf) Centroid *Area (ft2) (ft from base) (ft3) 1 75.00 18.25 1368.75 2 12.00 12.50 150.00 3 57.00 7.25 413.25 4 0.00 0.00 0.00 5 0.00 0.00 0.00 • Af = 144.00 .Af Cf = 1932.00 Sign Centriod,6 = (Af Cf) /•Af = 13.42 ft. Wind Load, Pw = •Af Ww = 3802.18 lbs. @ base Vertical Load, Pv = •Af"DL = 2880.00 lbs. @ base MEMBER #2 Sign Area # Area (Af) Centriod (Cf) Centroid *Area (ft2) (ft from base) (ft3) 1 75.00 4.50 337.50 2 0.00 3 0.00 4 0.00 0.00 0.00 • Af = 75.00 .Af *Cf = 337.50 Page 1 PYL- FTG.091 BRIGGS ENGINEERING, INC. 1111 ORCHARD * SUITE 600 * BOISE * IDAHO IMAGE NATIONAL POLE SIGN DESIGN Based on IMAGE NATIONAL drawings Project: Cub Foods, Tigard, Oregon P.O. 33572 - 000001 Project No. 940103 -09 Date: 17- Oct -94 Sign Centriod,6 = (Ar Cf) /•Af = 4.50 ft. Wind Load, Pw = •Af Ww = 1980.30 lbs. @ base Vertical Load, Pv = -Af ©L = 1500.00 lbs. @ base COLUMN DESIGN: [Use AISC (1.6 -2); fa/Fa + fb /Fb < 1.33] Use sign loads at the base of each column member for analysis of each member MEMBER #1 per member total 8" Dia x 0.25" Wall Ax (in2) = 6.58 13.16 Number of Columns 2 Sx (in3) = 13.38 26.76 ry (in) = 2.96 K = 2 L unbraced (ft.) = 30.00 KUr = (in.) 243 Fa =AISC T.1 -36 14670.00 psi fa = Pv /Ax = 218.84 psi Fb = AISC 1.5 = 23760.00 psi fb = Mw /Sx = 22875.57 psi fa /Fa + fb /Fb = 0.98 <1.33 OK! MEMBER #2 per member total 3.5" Dia x 0.226" Wall Ax (in2) = 2.68 5.36 Number of Columns 2 Sx (in3) = 1.72 3.44 ry (in) = 1.16 K = 2 L unbraced (ft.) = 20.00 KUr = (in.) 414 Fa =AISC T.1 -36 19060.00 psi fa = Pv /Ax = 279.85 psi Fb = AISC 1.5 = 23760.00 psi fb = Mw /Sx = 31086.10 psi fa /Fa + fb /Fb = 1.32 <1.33 OK! FOUNDATION DESIGN [UBC -Section 29] FOOTING DEPTH = A/2(1 +(1 +(4.36 *Y /A)) ^0.5) ASSUMED Multiple Excavated Footings # Footings, #F = 1 Ftg. Width = (ft.) 12.00 Ftg. Thick = (ft.) 2.00 Depth = (ft.) 5.75 A = (2.34 *Pw / #F) /(S *B) = 0.95 where S = Soil Bearing @ 1/3 Depth = 766.67 (psf) • B = Effective Footing Width = 12.17 (ft.) MINIMUM FOOTING DEPTH = (FT.) 4.24 OK ! Page 2 PYL- FTG.091 BRIGGS ENGINEERING, INC. 1111 ORCHARD * SUITE 600 * BOISE * IDAHO IMAGE NATIONAL POLE SIGN DESIGN Based on IMAGE NATIONAL drawings Project: Cub Foods, Tigard, Oregon P.O. 33572 - 000001 Project No. 940103 -09 Date: 17- Oct -94 CK. FOOTING AREA REQ'D = Pv /Ab 1.44 OK ! • S Page 3