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SGN1994-00203 SIGN PERMIT PERMIT #: SGN94 -0203 DATE ISSUED • 12/11/94 EXPIRATION DATE: '3/i /tS PARCEL 2S102CB -00300 ZONE C -G BUSINESS NAME..: SCHUCKS AUTO PARTS SIGN LOCATION..: 13145 SW PACIFIC HWY APPLICANT /AGENT: KEN VAN DEVENDER BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC (X) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS • 17' X 4' TOTAL SIGN AREA 68 sq.ft. WALL AREA sq.ft. WALL FACE (DIRECTION): NA SIGN HEIGHT 20 ft. PROJECTION FROM WALL.: in. ILLUMINATION INT DESCRIPTION OF SIGN: Permanent, freestanding. 17' x 4' sign face; 20'height. MATERIALS METAL /PLEXI EXISTING SIGNS 1 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED..: YES ADMINISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 25.00 APPROVED BY: C DATE: 12/11/94 ' Permit No_ sG CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the cork indicated or as shown in the accompanying plans and specifications. SIGN LO ATION ADDRESS: / 3/x/5 5) 4 , , : £ NAME OF BUSINESS: ..Sch 42 .5 e APPLICANT/AGENT: °6,1(\ \ii n iV Pte: 6,,,v- The City of Tigard - iuioses 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 r PROPOSED SIGN: (Check as many as apply) PERMANENT _ FREESTANDING b4 FREEWAY ( ) TEMPORARY ( ) WAIL ( ) ELECTRONIC ( -) OTHER ( ) BILLBOARD ( ) BALLOON ( ) • r SIGN DIMENSIONS: %? X ' / EXPIRATION DATE: TOTAL SIQ AREA (Sq_ Ft_) : ( 7,fI - 1 ct WAIL AREA (Sq- Ft.) : /VA • WALL FACE: � 1} HEIGHT (Ft) : a� � PROJECTION FROM WALL: Nl4" ILILLMzW YES (,J NO ( ) TYPE: P /• zr COPY: 661/G/ S A�fD t MATERIALS: , ' d i EXISTING SINS : & , C ACMINISTRATIVE EXCEP'T'ION: N/A ( ) APPROVED ( ) HOW MUCH . AREA ( ) HEIGHT ( ) COMMENTS: PLANNING DEPARTMENT All sign permits must be accompanied by a scale Permit Fee: as. Q 0 + .4 .50 drawing and plot plan_ If work authorized under Receipt No: - <53 � qq- 25 sign permit has not been completed within ninety m Apoved By: (2 days after the issuance of the permit, the permit Date: i 2 -1 - q L"j shall became null and void. ELECTRICAL PEd T . I COY THAT I AM THE RDOORDED OWNER OF THE REQUIRED: YES (,--) NO ( ) PROPEL OR AN AGEI7 At ORZ BY THE aNNER. - BUILDING PERU'i' Rte: YES (vt) -- NO ( ) Applicant's Signature 73e:/z) 4 '& - «; 7 -60 c /IP B E-r a" • Address Telephone lV: WO gin \�V -L �^ ,V\ 7' . mac ., " tTn- *..oi Iwkbc • : .— - , : Y'�' . ii;.:x°' x? 4• , W. 6022728528 • . • " --', X " 3 ` .�t'` . ,, n ;=. - f -.. • , I OTZ; & ".DUKE SIGN CO. 6P"' 728528 r 4 r 1 q vas ' l { r • '� . . _. .._._ _ "__.- ••_ —_' 1 1 - �/ ,._ .._..._ _.__.._. _,. . ---.,. . �., ,.. -...,. . .1 L;. 7- ' ::'' "..-; ,. : :.. 7 7 :3 ';;::: :;. '2: : : • ' 1 -::- . .:..;:':': 'IL Cali UCK51 I ... : . . AUTO PARTS ONE DOUBLE - FACED INTERNALLY ILLUMINATED 6 CABINET SIGN PAINTED GLOSS WHITE. 3116" MATTE CLEAR LEXAN FACES WITH `r`" SECOND SURFACE OK. RED TRANSLUCENT VINYL BACKGROUND AND WHITE SPRAYED � LETTERS & STAR LOGO, PIPE PAINTED GLOSS o' -° W y'' INTERIOR OF STAR LOGO HAS SECOND HITE BY LOCAL INSTALLER X,I, . +;;! SURFACE DK. RED & DK. BLUE TRANSLUCENT VINYL GRAPHICS. , 4 ;! 18 - F48T12CWHO FLUORESCENT ILLUMINATION. • ` 110 VOLT -12,6 AMPS _. ` , IIP _ 0 ._ 7 iiY. +. .'� I', u , , PIPE'S, FOOTING SIZE • i� . II . / AS PER LOCAL CODE. III "0°' ) ` ∎'�, , ' .','!: Igl - x aus asravin AUT 6 T�vE� "" C R rrwvE0 ar �Eua -!E 8°° z ousxoeec a sun rrrnNronv, ra u TO plotsrsiba OF IVUR ,..› mmm IIL mown= momaMML ,e..emMS 1 DM - -- TA �'-Q" OARA►Y7ASf0� if M TNe MIMS 4 R co .M r � L wootx 4 co. .. . P 4 PO 5 ,pct: C (c. . S'cc+ � . .`S Pals' (ski) 4 6 f WIS S,w . em,. �w7 • • w SECTION 1°iMDlJtt1•S 6R L?PS m - The following ore the roost commonly used members, grouped according to a l B 1 - their section modulus line on the chart_ E ` — _ 1 Two poles moy be used - Symbols : Sx = SecC:onmdulur S.T. structural tube; W =ride flange - ir 1 for single sign —e 1 -beam; O std = standerid pipe section; $ x wall thickness = pipe SectiaL A 1 112 sign area on charts 5x = 05 Sx = 1.0 Sx = 1,5 Sx = 2.0 -- Ir — .3 ,.- 71 std. 21/2 std. 3 std. 31/2 "$std. It SPEC{ F {CATI0I5t.4E5It3l CRITERIA 7x2 "x3 /IF5.T_ 2"x2•x1 /4'S.T_ 3 "x3 /16 "S_T_ 3'x3'xi/4 11 a 8 S. Wind pressures :20 p.s.f• for heights li to 44'_ Sx = 3 Sx = 4 Sx = 5 Sx = 6 co N 30 psi. for H = 44 to It = 75'. 4 std. 4 "x4•x t /4" S.T. 5 std. 5 S T. w 2. Structural sf cel design stress , Fb = 22,000 ps -i_ 4 5 5 ST_ a , -- d h s 3. Concrete minimum strength , Fe = 2000 ;.$i: 4. Allowable lateral sail pressure = 225 As f- ,$x x = 75 Sx = 10 Sx =13 Sx=16 ie It!) 5. Poles and footings art designed far single 5"3 std. WSx15 WIOxi5 e•0 std • _ and 4oi*1e faced signs. - _ W8x10 - WI0x12 7arxt /4"S.T. W10x17 EXAlfft£ 6- x5 -x3 /15 Si_ TxTx3/ 16 S.T. frnifx3/16' S.T. O Given : A = 10'-0", S =1 Z -6', lieisht II= 2T -0 to center of sign Sx =11i Sx =21 5x =25 Sx =29 . 2 _ - ell x.375' 10ri x.250• l0"iix30T t0"$xstd. - co 0 . ^ ION tippill.#ls C11ART: find A x 9 = 125 s. f_ and draw a vertical line 21 t+18ot24 W10x26 Wf0oc30 ` tip to intersect aberfiental line dransofracnli =271 rx8"xI /4 Si_ 10 "xl0 "x3/1s"5 _ • lentil rk1 /4"ST_ w • This intersection paint falls between' Sx =25 sad Sx = 29. We must use D the line above and to 1be right of the intersection point- Theref ore use Sx= - 5x = 33 _ Sx = 39 Sx = 43 •Sx =53 - a 29 ' d10x33 - W10x39 1271 std 1414 std. - oa f o to section modulus list for Sx = 29=1 pick a pale site of 10" %std W12x26 10"x10 "x3 /8 ST. W12x35 121 x .500` Ni pipe or 1C x10- xl /4- structtube. 10 - S.T. t7x12x1 /4"ST. 12'kl2a5/16 - ST H o - ); e w MTH : Wide Flange shapes are not to be used for single pole signs. Use W _ : Sx 3 Sx = 70 Sx = 813 Sx = 11 i F. shapes f or two pole signs only. td 12x50 ib "Q! std_ 18'0 std. 20 std in f2"x3 /8 14 x14 x5/l6 - ST CAISSON FOOT w' CXAPT : Find A all= 125 s f. and draw a vertical line up to intersect a horizontal line drawn from it = 2T_ $x = 135 Sx = 160 Sx = 190 Sx = 221 Sx = 255 Use the line above and to the right of the intersection point end pick out 22' 0 std. 24" $std 26 Ji std. 28 0 std_ 30 0 st& e 7-6 x 0-O" deep fasting. Alternate footing sizes shown on the sane . line ere :3' -04x T-6" deep or 2 -OJdx 9'-r0" deep. - -- - -- - .. - SIG - f STAN RDS FOR E ` _ AR IZON - A S ! G ASSOCIATION, N C - Binghar Engineering Inc. I NOM comse'tMG STRUCTURAL ENG INLE&S ' � fL2o� � 1341e H. 32 n d - St, Saito 1n'* — -- DATE - - - UNF 3.1985 - - -- - DRAWING NO. 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ARIZONA • SIdN'ASSOCIAIOi INC • . : 11 • — L t • it • • . r !L.* 4:, ,o,'; & Construction _Ca: , ....110:—.,32:4P ' ... °: 1 s ic t, i y Dovs.T.. jil . ..11 i i . • . - i..„,,,,- ......E5F_;_loc...____,-. _ i 1 - rti.- ,-- - 111.41:: = 1 9E5 jr:=LNYINr; NO AcA t ! . ; lig .4......." 0. 0..c..., -,4:::..13,7-E_NI:2L1,7._EG50,04-it, _____-_ -.es.. >•-," r i A ..._. - " • ... . . .. • .. - ... . • . . -. - - • • • . . • .... - - . - -- - - . ; _.: l CA ?`l ... S'Z 1Q �4--� ASS 6 C7 y i @ivum Eni4neering. Inc. • 1 ,O regon 97287 r-o Z� G� lX1rCS �1JTt7 �S /Gill 7 // y / . i . (503) 654-8232 17/-6 . Vi P. L., �7 r G e C 1.. s r -- o —/ r , r z� ic = ),oCD (I.<6 1(..1:-.- J4 /.3rs. o o -r r ¢1 � = P _t/ P z 1 1 1 CI 1 1 , 1 (s , ? Fs C \' 7 d = 10 Q . n , - Pv�� • ��ti- �S `g' Y. X S � 6k 1.54 j` k3 = 0461 4Z. //r ( 1 51 c,,. _ ? � 6 � ` .. Z s":-/___ C 1 - 'T. IZ / 5 �. ., ,r )1071. 3 1 , 1 70/ i / `, id-, hi= - 2 1 ,3. %6�Z)0�) to y /� 3379/,73 33. 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(& n = 7 S'd i a Gds 6 ,Z579-s /S / ► X 7 -- g it 0 PROF w �' EF,? oy t its. . , en., �1 p 1� G � .‘ F20A • W. Brown Engineering, Inc, • J 1 et kJ ""41 *. A S s- 6v �y y 15010 S. E. McLoughlin Yilweukie, Oregon 97267 C /� /S, . (503) 6548232. . 1 Ta— c� C- t"� tI C---V S ! t U R7TS id 7s y 3 t Il 0 kc,N -`< 0 � t��S J ASU- a so« i r • WINO = Sot -rt? • , S 0 Co ryc v.'r m 5 k.k +tk t. s r "T it. I , o.Z r Lk t- snit/5437 kc =3 A1 0 e 2& pnoe5 --Ts $IX'A T� SZ>✓ - 6 ` SN A. L...1--1 ' A S i /1( A S3 T `rib S 6,aatE b p -3 //cil > . 11:.,1,.45-__ L. , I� --t �a` :" ///111 _ \ 11 : ,.. / /r�YJ / ..1 �•� ia° .. ''' I N '`ss' ro , ALs It - , .1 Li z- ,, T L '' � -t7 0 s4 � �,��0.ED PR te aignkiNu • -.11.41111 'V 91 h 11 �F 2 NO r ev R