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SGN1998-00159 CITY OFTIGARD 1,1 DEVELOPMENT SERVI PERM IT DATE ISSUED....: 12/22/98 PARCEL.........: 2S102CB -018 5 ZONE : R-3.5 JURISDICTION...: TIG BUSINESS NAME..: CHILDREN'S VILLAGE DAY SCHOOL SIGN LOCATION..: 10400 SW PARK ST APPLICANT /AGENT: CHILDREN'S VILLAGE DAY SCHOOL BUSINESS TAX NO: • SIGN: PERMANENT (X) FREESTANDING (Y) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS......: 6' X 9' TOTAL SIGN AREA......: 54 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: Installation of 1 freestanding sign, approximately 54 square feet and 21 feet in height. MATERIALS METAL /FLEX EXISTING SIGNS.......: 1 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED..: Y 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: . _ , / „"� / �� l!'� -• .r- i`� PERMITTEE SI6NAT / , /F `" • DATE: 12/22/9: „ ., SIGN PERMIT APPLICATION �� 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297 CITY OF TIGARD GENERAL INFORMATION {PLEASE PRINT CLEARLY} 6i-AP 9ic o « Sign Address /Location: I04 5.W. I FOR STAFF USE ONLY Name of Tenant/Business041-D R VILL It L MI( e-e-4 L Date R ecei v e --� �A. C� Address: I(��t SAO. Prn� / 1 - fl Received By ` � 'te- Applicant/Agent/Contact Person: � C� I 1 �i, Sign CompanyLUMIIUb'J6/41(�,IVC Phone: b�' t '4 i O Permit No (s) �% 1�.��f` : o j / 9 S U . Permit Fee: Address: 40 /3U RAP �f Cit -"1� State:_Q. —Zi 2..)-:'" Receipt No r 3 '-n Approved B � ; . Sign Company C.C.B. #: Ito Date of Approval : t2- E piration Date: / Expiration Date 'f S City of Tigard Business Tax #: �I V -' :i -T . (or) Expiration Date: I2.---2-)1-q Z °Wing ' r Metro Business License #: doo®=a21 Expiration Date: ' d Electrical Permit Required? Yes No D. Proposed Sign: (check as many as applicable) Building Permi Required? Yes> No O Permanent ..4 Freestanding `g, Freeway ❑ Rev 12'27196 i \ curpinlmasterslspa.doc Temporary ❑ Wall ❑ Electronic ❑ Other ❑ Billboard ❑ Balloon ❑ 5 1 v a - Q (6Q Sign Dimensions: - A �j(111��L.E• Total Sign Areas (sq. ft.): 514 le " , REQUIRED SUBMITTAL ELEMENTS Total Wall Area (sq. ft.): /J /,q- Direction Wall Faces: (circle one) N ( E W NE NW SE SW ❑ Completed Application Form Height (ft.): .21 ❑ 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 #: bi4 2.19/P41--' 0 Applicant's Statement Copy: (,L -� X75 VII_ . �'f / r7 G�- jL ❑ Fee (Permanent Sign, any size) $50.00 Materials: VY1 e l._., PLX ❑ Fee (Temporary Sign) $15.00 • Are there any Existing Signs at this Location? Yes ❑ No sSif I certify that I am the recorded owner of the (I yes, a list of all sign dimensions must also be submitted.) property or an agent auth. ed by the owner. _ NOTE: b If work authorized under a sign permit has not been .41111110... I i / 4/ � / / completed within ninety days after the issuance of the -av . 1 � /'` permit, THE PERMIT SHALL BECOME NULL AND VOID. Applic: 's Signature 1 — 73.'0 /7 c / -..l.k. .,..-ty,...kix.,-.4....... :41---.: ir; -,N''' s '-' " r •'" — :ssairiPli MIATIND # u , ' - 7/0 . c1Z/V - 9 1-1 ■ ..* t - dt / d TIC 0 0 +491 . :-., . 9N1S11113A9V RBIS 111113313 - ._ 454,g 7 r, jigrot kx, ,- ; i ,. , :Aq panoiddv , Vs.t.It• sk___A_S__N____ J4 , • ,,..- t_A_____);i .-.1 -'74,..,-;- A.---- , RA".1/4 arJa I = 2112123s CITY OF TIGARD - - ' ------- _ Approved pe]: 6' 0 00" • ,s • • • • • • •• ±:••• • • • Conditionally Approved [ J: 3. tocr , . .• < > •••• " > • . ...1 • • • • • For only the work as described in: 1. 5.75" \ 7 - 2 O.75 • • < i \ ••,•• , ,,i • PERMIT NO. gaP /6 . 053 2 . • .r • • • • • • •• ;•• .--, • See Letter to: Follow • 1.q.z . r. • • . ' • . ,,., . • • Attach { I: ,.,-. 0, , ,, , z' ° • • • • • • ; • • .i. 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' - -; --, .4' , ...! --, - ,..'; .. -.4=1 4---- - .tit-V.' .Y. .""'•?.) . - • I P :,,, , - .9•14.3 . • k 1 T 1 .,`...,, V.,SAW..# . '.. ''..•'''' . .!`.72.,! --...-; -1 ..Ali-_, - _ otat.;.,r:. ,:.,-,.:.,-,.,..'!74 , icf--- -, -,* ...-1,..S-_, . lair '.-. 41[7iW i*ViVailai.x4=1 ". -4 .-*O '•';'0 - ^ • •• Z-tfge.' '. T ,,, - ■.V.-''.. -V ' .'''.; :. . . t,1,,,,:' c. -t Lf 06ps V l u .D v( 5c1- L_ 1 , Ct . 1 t G_o T 1 S I� ,Jr 5439? Fr 6 r pQ[.Z -yo Pic6 ISo Pa,EeOOtR-AA 32(-,Q.', 1 . A A N , 3 - �o 14Dso s A ` G�a1l.� / 4 '. 1' `� . (c 5' '- - 1 t /2 $ )C 9.56.04? _ ; A - • a • • • • •• ••• ••• • • • • •• •• • • ••• ••• ••• • • • •• •• • •• •• ••• • • • •• •• •• • • • • •• • • • • • • • _ • • • • • • • • • • _ _ • • i • • . ® Cra .. .... 1 Pti 1-d Unl ini 1 e , .. .. . ... ,, •• • • • • • • • • •• •• •• • ELECTRIC SIGN ADVERTISING tk y CHILDRENS VILLAGE DAY CARE PIPE AND BASE CALCULATIONS FOOTING SIZE: FORMULA: (MR #1),Resistance of concrete footing against overturning. MR #1 =Area (sq ft) x heigth to centerline of wind loadxwind load. Sign area: 54sq ft., pole cover area :32 sq ft. Total sq ft. 86 86 sq ft x 16(heightto CL x 20 lb windload 86x16 x 20 = 27,529 ft lbs or sign base 4'0 x 4'0 x 6'0. deep. PIPE SIZE FORMULA: Section Modulas= Area x height to CL of wind load x wind load x 12 over 26,666 86 x 16x20x12 _ 330,240 = 12.38 Section modulas 26,666 26,666 Section modulas for 8" schedule 40 pipe 5/16" wall is 16.8 See attached drawing. . • • .. • • • • • •• ••• ••• • • . • . • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • a • • • •• • • • • • • • • • • • • • • • • 0 a • • • •• • • ••• • • • • • • 416 • • • • • • • • • • • a • • • • • • •• • • • • •• •• •• • ,•. _ .s. £ 9? - e/59. U. B. C. CRITERIA WIND 80(B) MPH CLASS IV SOILS Fy = 35 KSI (MIN) 9' -Q" 46 KSI @ SO TUBES F'c = 2500 PSI UPPER 01 m 41 1/4 r ► ° L ' ,S, 54 S.F. SIGN CENTERED o ON PIPE COL Zo i 4) m � .... STOP PLATE ir z 4 „0 (I.D.) MATCH T (01) SCHED 40 PIPE (MINIMUM) (WT = 14.98 PLF) -I 1 1 3/4” THICK >< i J SLIP PLATES 411 STD SLIP JT SPLICE 1/2" X 2" @ I_ (SEE DET) 9 "o /c (MAX) LOWER 0 2 N DETAIL 8 "0 (I.D.) SCHED 40 PIPE (WT = 28.55 PLF) N. T. S. 2' -0" WIDE POLE COVER • vPHOF CONCRETE FOOTING HOE c'� (BACK EARTH FORM 4' (MIN) . ` 586 l WIDE X 3' (MIN) LONG X 5' (MIN) DEEP I OREGON 0 POUR AGAINST FIRM L 9!<P vG(Y �' X94' �. UNDIST. NATIVE SOIL . o �l N R. KEN zo cxf50 6-- 3-0 --79 LJ • • • • • • • • • • • • •• ••• ••• • • 4' -0" (MIN) • • • • •. •. • • ••• ••• E LtIE V•A TJQ N. 1 / 4 :. : .1 -O" it • • •• •• • • • • • • • • • • • • • ••. • • /4 SIGN STRUCTURE FOR: HILDRENS VILLAGE • p[�Y SC HQOL TIQARD, OR c • D AT E : 12 -21 -98 — d LBE D T ° [NN[9 JJ� • • • • • • •• • ,.,•,,, ' • ; J IB ;# 635 -CVT CO \SU.�NG ENGINEER L <` • �i.erc OR • 'x. v S. •• • 28825 S W GRAHAMS FERRY RD S i g n C ra f 639 -4991 SHT 1 OF 2 WILSONVILLE OR 97070 -9516 s .r CALCULATIONS U. B. C. CRITERIA . WIND (MPH) = 80(B) SOILS CLASS = IV C FACTORS TABLE 18 -I -A Fy = 35 KSI (MIN) (46 KSI @ SO TUBES) HT (B) Fb = Fy X 0.66 X 1.33 (DURATION) 0 -15 0.62 F'c (PSI @ 28 DAYS) = 2500 0 o67 N us WIND PRESSURE = QS X CE X CQ WHERE: 4 0 0.84 QS = 0.00256 X V *2, CE VARIES W/ HT & EXP., 60 0.905 CQ = 1.4 FOR SIGNS & 0.8 © PIPE & ROUNDS HT (AVGE) < 18' USE (FOR 0 USE EQUIV A = 0.8/1.4 = ACT A X 0.6) CE = 0.65 THRUOUT FOR NET WIND P = 15PSF MOMENT @ BOT OF SIGN = 54 SF X 0.015KSF X 3' = 2.43'K USE 4 "0 (I.D.) SCH 40 AS A MINIMUM fb = 2.43 X 12/ 4.27 = 6.8 KSI «24 KSI X 1.33 OK SLEEVE INTO PIPE BELOW W/ STD JOINT MOMENT @ BASE = 54 SF X 0.015KSF X 19' + 30SF X 0.015KSF X 7.5' = 18.76'K HT AVGE = 14.89' < 18' ASSUMED OK USE 8 "0 (I.D.) SCHED 40 W/ S = 16.8 IN *3 fb = 18.76 X 12/16.8 = 13.4 KSI « 24KSI X 1.33 OK EMBED INTO CONCRETE FOOTING BELOW NO CONSTRAINT PROVIDED AT SURFACE, USE FORMULA 6 -1 OF 1806.7.2.1 SOIL STRESS = 0.1 X 1500 (BASIC BRNG) X 1.33 (DUR) X 2.0 (ISOL. FTG.) = 400 TRY: 3' X 4' X 5' DEEP EQUIV 0 = (a *2 + b *2) *1/2 = (3 *2 + 4 *2) *1/2 = 5'4 (AT RECTANGULAR "DUG" FOOTINGS) S1 = D(ASSUMED) /3 X SOILS STRESS = 0.667KSF A = (2.34 X P) /(S 1 X 0) = (2.34 X 1.26K)/(.667 X 5) = 0.884 A/2 = .442 D (REQD) = A/2 X (1 + (1 + (4.36 X H) /A )* 1 /2 = = .442 X (1 + (1 + (4.36 X 14.9)/0.884))$1 /2 = 4.3' OK (c PHOr£s 6566 4;0 • 41.11° _ • • • • • • OR�GO • • •• ••• e e ► 1 '1'1 G )' 11.11x° e • ••o •e• e,pl R. KENN s•e • • • :oe • •• • • • • • i• C .T, ,� • • • • • • • • • • • • • • • o • . • ••• ••• • • e • A SIGN STRUCTURE FOR: CHILDRENS VILLAGE DAY S TICARD, OR • DOTE: 12 -21 -98 - Z. ° ° �� • o • • • • s e • • • _ 9 JE • • • • e• • • ••e Lu n'1 I n I ti • +i • r • R • • e °s 0 635 -CVT CONSL �� ENGINEER 9p • Q °° °° °° • 28825 S W GRAHAMS FERRY RD Si g n C ra f t 639 -4991 SHT 2 OF 2 - WILSONVILLE OR 97070 -9516