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SGN2000-00017 C ITY OF TIGARD SIGN PERMIT .& DEVELOPMENT SERVICES PERMIT #: SGN2000 -00017 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 DATE ISSUED: 02/10/2000 - EXPIRATION DATE: BUSINESS NAME: NEWPORT BAY RESTAURANT PARCEL: 1S136AD-0650: SIGN LOCATION: 10925 SW 69TH AVE APPLICANT /AGENT: ZONE: C -G BUSINESS TAX NO: JURISDICTION: TIG SIGN PERMANENT: X FREESTANDING: Y FREEWAY: TEMPORARY: WALL: ELECTRONIC: OTHER: BILLBOARD: BALLOON: SIGN DIMENSIONS: 8 FT. X 8 FT TOTAL SIGN AREA: 69 sq. ft. WALL AREA: sq. ft. WALL FACE (DIRECTION): SIGN HEIGHT: 20 ft. PROJECTION FROM WALL: in. ILLUMINATION: INT DESCRIPTION OF SIGN: One 8' x 8' -6" permanent freestanding. Height to top of sign is 20 ft. The sign will be placed outside the visual clearance triangle. MATERIALS: ALUM,LEX,STE EXISTING SIGNS: 1 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED: Y ADMINISTRATIVE EXCEPTIONS: TOTAL PERMIT FEES: $ 50.00 ORIGINAL This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. A sign permit shall expire 90 days from approval date. A temporary)" shall expire 30 days from approval date. A balloon sign shall expire 10 riavS from annrnval riata - 7 APPROVED BY: , PERMITTEE SIGNATURE: K X' DATE: 02/10/2000 CITY OF TIGARD Sign Permit Application Recd By 2— Date Recd 7- 13125 SW HALL BLVD. Permanent or Temporary Permit No. S ,v A ooa- oo/ TIGARD, OR 97223 Commercial or Residential Permit Fee D OP (503) 639 -4171 Receipt No. M ' 3 2 -I552— Please Print or Type. Called )- D Incomplete or illegible applications will not be accepted. Name of Development/Project Are there any existing freestanding or wall signs at this Site location, including wall signs that overlap a tenant space? Address/ Street Address ❑ Yes - -❑ No -rW If "yes ", a list or diagram of all sign dimensions and Location � 125 5� L square footage must also be submitted. Suite/Bldg. 1 City/State Zip t CAA42:0/OSZ Name NOTE: If work authorized under a sign permit has not Property , E been completed within ninety days after the Owner Mailing Address Suite issuance of the permit, THE PERMIT WILL 5 SC7-( 4 '. /,, _ BECOME NULL AND VOID. City /State Zip Phone I hereby acknowledge that I have read this application, that the . information given is correct, that I am the owner or authorized agent of the • owner, and that plans submitted are in compliance with the City of Tigard. Tenant or Name Business 1\1.-\1V i Si. n -'`f nrr • gent Date Name ' ' C ila _ �2 , a 1 , Op Sign T r t Ye_ tT� � - m (G''9N� Co tact Person Name Phone Contractor Mailing Address Suite p Suite p—� �Ii L M62A -4/ Z3 Z , `l 1 '72_ P permit issuance, - S I Z copy City /State Zip Phone of all licenses / are required if ye-AZT . ! nz X214 2 Z l'72 Req uired Sub Element expired in Oregon Const. Cont. Board Exp. Date r database License I `2.2Q� -51?-4, 1 00 D 101....k. ' o t , k » asppllt ttf n'fo m Proposed �' flcope } • . it Ian dra n t o scale ❑ Permanent ❑ Freeway ( $e e. a . •u i .e i g : ,s req Check all apply El Other ❑ W ❑ Temporary Freestanding ❑ Electronic S �-� n ' x 11`, or � �� i s Wall ❑ - L• e � sJgn don t� utire i It(plot,,,plans. Ba � ��, ,� � � �, � � , ❑ Billboard 0 2 ® esp a eva oils drawn to scale (3 aopie , if a buii ing 0iiiiiijlt is r ed red) ❑ New sign? siz wremeflL - 8 1/2 x 11", fo 7036.7::::::::: � 3 y .�! 3 ill Alteration to existing sign? o all signs o I� eed to 1 n o Sign Dimensions 4 ' v sc but' � Eludenons ;k:. Total Sign Area (sq. ft.): p ❑: $50 o0 Fee (Pe t . t � , any Size) Sign 8 8 0 0 $15 De (T si an type) Data Total Wall Area (sq. ft.) Please complete Direction Wall Faces (circle one): each item FOR OFFICE USE ONLY: in this N S E W NE NW SE SW MapTTL# - Zoning: f section 1 _ 6 U `-- Notes Height to top of sign (feet): 2p Projection From Wall (inches): Eleotri '' Yes , ❑ No Copy: N>✓vVro>2'r Y - b,ve44 - . Materials: ALUrvt i/• um t- �ex fa'l�/ STEE C- Building Permit Req Yes ❑ N o Will sign have illumination? No ❑ Yes Approved B Date' f val: Type: ❑ Internal ❑ External - ExpirattonDa e i:\dsts \forms\signapp.doc 11/17/99 02/07/2000 Fees Associated with Case # SGN2000 -00017 2:31:28 PM Fee Case Start End Trans. Create Created Type Type Date Date Case No. Dept. Description Code Revenue Account No. Date By Amount Due PRMT SGN 01/01/1990 12/31/2005 SGN2000 -00017 [SIGN] Sign Permit 100 - 0000 - 437000 02/07/2000 KJP . $50.00 $0.00 $50.00 $0.00 • • Page 1 of 1 J i lo 1J: I %i ! jJLf ,` n ; a Se4didd 6 • C Y OF TiARD iAR 1 Approved ] A: Conditionally A A. proved I 1 - I I For only the w • rk • d- rib- • in: Co ,%rovF;c; _ - -- I 1 PERMIT NO. • //.♦ — gab F=t t � ,.% OF at_ o -.• , rIt :4d in: See Letter to: . allow I 1 Sae: ! . , ', •)I h ._ . _ ... I 1 Job r , dr , tta, 1 . ; ( l rt, , acn .. - - - -I - By: sigucc• ef: Date: 7--&7 #.0 JOB:. Al: , V ; X k.x OF TIGARD • • roved._,_ ,,�� Conditlonally Approved . - ......... -11 FRONT ELEV /8' X 8' 6 D/F GROUND 51Gtftor only the work s ' wile 11(911 PERMIT NO. ribed : ( �� See Lett G �'O 33 " er to: Follow "- ~-- Attach . ....... - l Job Address: a C I 1 �, it t. LI i.i' Date: Z ,flvi ' �I . a = ; 1 F �,- < �•.,; .;t; ti; . ,: _ ' V NEWPORT BAY P- _ �i TIGARD, ORE. THIS ORIGINAL DESIGN AND SPECIFICATIONS ARE THE PROPERTY _..J 00 -1897 I 1 -25 -00 1 OF SECURITY SIGNS INC AND ITS USE IN ANY WAY OTHER THAN AUTHORIZED IS STRICTLY FORBIDDEN 4 . FX H /CBI T ..8 TAX LOT. 6502 A0 ° y y .t ' F /°_ /00' ® R -'/23. �A7 L° 4• 08'o4" EZ 0 N 7 C r 5/3 4.4 �� e' 0 R .. /23.47 • e ' / � • U 4 • 34 /� C li 4 [. .. 04 - 7► YY �' '-`) . i 72.80 ■ 1 • ' 0 3 /4° /3'40' W D3. 0.0/0 AC ' © S 39' /3'34'E s.34) / - ` 0 AI /4 ri ' z ®N 75'46'20'it' 500 - LOT / LOT 2 ©R• 231.00 L - /45.84 ap302 6 - % 42.503 AO C A/od, 20'30'W A v /4232. o Voo 0 o � ?, O d C ® R - 2Z /.00 I d • 88' 06' O/ CP d d `� L - 399.82 o. 154 AC * ' 0,• E C • S 22 • /0' 5 307.32 I ® 26' 54 • .58'E 1-2 2 N 26 ® R- 280.00 / d 04 L • 23. N /O'44'58 1V C - S 24' 33' 0/"E C' ~ / N 87'41' S8" w N 87. 4/' 58' i y �' « >' :_�'_ O 3.92 20 0 -'4 45' a o. B \ , 2400 OA 1 :CALCULATIONS U. 8. C. CRITERIA - � WIND (MPH) = 80(8) SOILS CLASS = IV , C FACTORS ... TABLE 18 -I -A HT (a) Fy = 35 K51 (MIN) (46 KSI ® SO TUBES) ats o.a? Fb = Fy X 0.66 X 1.33 (DURATION) m 0.67 F'c (PSI 0 28 DAYS) = 2500 n 0.72 c JO 0.78 !�+ WIND PRESSURE = OS X CE X CO WHERE: f0 0,6 OS = 0.00256 X V'2, CE VARIES W/ HT & EXP., 60 - ° CO = 1.4 FOR SIGNS & 0.8 0 PIPE Sr ROUNDS OS = .00256 X 80.2 = A6.4 PSF COMPUTE LOADS 'PER POST' CE VARIES AREA CE NET LOAD ARM MOMENT 25 SF 0.67 15.4 PSF 0.385 K 17.5' 6.74 'K 25 SF 0.62 14.2 PSF 0.355 K 12.5' 4.44 'K 7 SF 0.62 14.2 PSF 0.099 K 5.0' 0.50 'K 0.839 K 11.68 'K H (AVGE) = 11.68 'K/0.839K = 13.92' 30± KSI (LIMIT FOR DEFLECTION) S + 4.7 IN•3 USE 5" X 5" X 3/16" T.S. W/ S = 5.36 IN•3 (OR LARGER) (ALSO POSSIBLE IS 8" X 4" X 3/16" CY' AXIS BENDING) W/ Syy = 6.02 IN :3) MOST LIKELY IS 8" X 8" X 3/16" WI 'S = 14.6 in•3 (FOR VISUAL REASONS) FOR P= 0.844<0H= 14' 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 (OUR) X 2.0 (ISOL. FTG.) = 400 TRY 2' X 3' X 4.5' DEEP EOUIV 0 = (a'2 + b21/2 = (2.2 + 3:2):1 /2 = 3.6'0 (AT RECTANGULAR "DUG' FOOTING) Q r 2 00 S1 (D(ASSUMED) /3) X LAT BEARING= 4.5/3 X 0.4 0.6K A = (2.34 X p)/(s1 x 0) = (2.34 X 0.84)1(0.6 X 3.6) = 0.91 . "1 ;Z. D (READ) = A/2 X (1 + (1 + (4.36 X H /A))' 1 /2 0.405 X (1 +(t + (4.36 X 14/0.91))•1/2 =3.8' < 4.5 OK ' 00 • IF 2'X3'X4'DEEP 4/3 X 0.4 = 0.533 v NEON (2.34 X.84)/(0.533 X 3.6) = 1.02 . „ �� okt 0.5 X (1 + (1 + (4.36 X 14/1.00).1/2 = 4.4' N. G. ,., EXP 6- 30.01 A SIGN STRUCTURE FOR. NEWPORT BAY RESTAURANT TIGARD, OR DATE: 01-27-00 - A LBE RT ° MEM A. SECURITY SIGNS JOB # 614 -N8RT CONSULTING ENGINEER PORTLAND, OR 28825 S W GRAHAMS FERRY RO SHT 2 OF 2 WILSONVILLE OR 97070 - 9516 £O'd 16tO Z89 £OS A3NN3N ££ =£t 00-82 -uEC , , U. B. , C. CRITERIA WIND 80(B) MPH CLASS IV SOILS Fy = 35 KSI (MIN) GRADE. 40 REINF STEEL F'c = 2500 PSI 8' -8" t 0 / — 25 LD - - -- -I -- -- - . -��� "4 —� _ . -- • Nat or �� • SIGN BETWEEN POSTS A mss. (8' -0" W X 8' -6" H FACE) GROSS AREA < 100 SF . -... MOON At zy. EXP 6-30-01 l 0 N SO TUBE COLS 8 " X8" X3/16" / _ OR ALTS AS SHOWN OF CALC'S SHT #2 - CONCRETE FOOTING (EARTH FORMED) 3' (MIN) WIDE X T (MIN) LONG X 4' -6_ - -_ (MIN) DEEP POUR AGAINST H j FIRM UNDISTURBED — f f In , , 1 d L_1 -J i 3' (MIN) 1 ELEVATION 1 = 1 ' - Q" A SIGN STRUCTURE FOR: NEWPORT BAY RESTAURANT , 4L BERT D �� � 0 D TIGARD, OR DATE: 01 -27 -00 SECURITY SIGNS JOB # 614 -NBRT CONSWING ENGNEER PORTLAND, OR SHT 1 OF 2 28825 S W GRAHAMS FERRY RD WILSONVILLE OR 97070 -9516 ZO ' d T6170 Z89 £09 .&3NN3)1 ££ =£t 00- 8Z -ugr