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SGN2000-00004 Of?, ,. , SIGN PERMIT CITY OF TIGARD S DEVELOPMENT SERVICES / PE RMIT #: PERMIT 0 -00004 " - 1 125 SW Hall Blvd. Ti and OR 97223 503 639 -4171 • 3 9 EXPI • TION DATE: BUSINESS NAME: SUPERIOR SIGNS SIGN LOCATION: 12529 SW HALL BLVD PARCEL: 2S102AD -0010 APPLICANT /AGENT: HIGHLIGHT SIGNS ZONE: CBD BUSINESS TAX NO: JURISDICTION: TIG SIGN PERMANENT: X FREESTANDING: Y FREEWAY: TEMPORARY: WALL: ELECTRONIC: OTHER: BILLBOARD: BALLOON: SIGN DIMENSIONS: 5'3" X 5' TOTAL SIGN AREA: 26 sq. ft. WALL AREA: sq. ft. WALL FACE (DIRECTION): N SIGN HEIGHT: 6 ft. PROJECTION FROM WALL: in. ILLUMINATION: INT DESCRIPTION OF SIGN: Installing a permanent 26 sq. ft. freestanding sign. Building and electrical permit is required. Six feet from bottom of footing to top of sign requires building permit review. MATERIALS: ALUM /LEXAN EXISTING SIGNS: 1 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED: Y ADMINISTRATIVE EXCEPTIONS: TOTAL PERMIT FEES: $ 50.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law • irk will be done in accordance with approved plans. A sign permit shall expire 90 days from approval dat =. A tempora » sign shall pire 30 days from approval date. A balloon sign shall expire 10 rtays from annrnval Hat-. At/ 17 , / , APPROVED ' : �i PERMITTEE SIGNATURE: t( (/"� <A// DATE: 2/2/00 — '•''ri' OF TIGARD Sign Permit Application Recd By ter— e� Date Recd d / - / C 6 o 1 :3125 SW HALL BLVD. Permanent or Temporary Permit No. 6— TIGARD, OR 97223 Commercial or Residential • (503) 639 -4171 Permit Fee S� .DO Receipt No. lb Zl zl ( (g S _ • . Please Print or Type. Called Incomplete or illegible applications will not be accepted. Name of Development/Project Are there any existing freestanding or wall signs at this Site U) 0/' S Jai) S location, including wall signs that overlap tenant space? Address/ Street Addres ❑ Yes . ( Location ja Cod- C,u. 1A 13LVD If "yes ", a list or diagram of all sign dimensions and Suite /Bldg. # City /State Zip square footage must also be submitted. 1/(.0 --0 - 77 ,L Name NOTE: If work authorized under a sign permit has not Property T ))L-) p been completed within ninety days after the Owner Mailing Address Suite issuance of the permit, THE PERMIT WILL Ia S" S 5w. Hip-e— BECOME NULL AND VOID: City /State Zip Phone I hereby acknowledge that I have read this application, that the -J.-J lan C -. 3 S q 8' _ g ' 4f 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 up /d/- , /(o/' S Signat .re of Owne Agent Date Name , I / / j /o° 1 � / /l�t /e ,/ /i`. Sign N/ & -EL) `41 /b/.} ee/L /g tact Pin Same Phone Contractor Mailing Address Suite :. 6- L ( , 2 j-q 6 , 2 ( . . 0 - - - 8 0 7 0 Prior to permit Qv, N(,/(./Z) issuance, a copy City /State G, Zip ` Phone of all licenses 1)/B -c • / .79.-)' - .5 6)0 - gar are required if Required Submittal Elements • . • expired in Oregon Const. Cont. Board Exp. Date C.O.T. License # •database I � �, 17 o� ompleted_application form :: Proposed 0 .2 copies: ofsite %plot plan, drawn to scale' , Ilygrmanent 0—"Freestanding ❑ Freeway (3:.copies', if a. building permit is required).. - Sign ❑ Temporary ❑ Wall ❑ Electronic A a Check all that O ther size requirement` 8-1/TX 11 , or 11 x 17: ❑ ❑ Billboard ❑ Balloon apply Note ,, Walfsigns do not require site/plot plans p sign? U :.2 copies of elevations, drawn to scale H. ❑ Alteration to existing sign? .. (3_copies if a building. permit is required) 8 Sign Dimensions: size;requirement - 1/2 ° , t 24 ". x 36 ' 3 � Note: Wal signs d not need t o:be. d rawn.to Total Sign Area (sq. ft.): o 1 • • : ':scale, but must` include: dime Sign p $50:0,O:Fee: ::(Permanent sign, any size)` Data Total Wall Area (sq. ft.) . p $15.0.0'F sigri, any type) Please . complete Direction Wall Faces (circle one): each item in this N S E W NE NW SE SW FOR OFFICE USE ONLY: section MaplTL# Zoning: �i y i Height to top of sign (feet): ' : 1.0 o`Z19y_ GU /0d C fltPalm:,ra t! ( Notes Projection From Wall (inches): ��` • Electrical Pent• Required? Yes ❑ No Copy. s' /op 5/ 9 Building P.ermit:Required? /es ❑ No • Materials: 4 • /.6,04 , L- .42.> • Approve By: N� Date of Approval: ° ��� - 2 – -- Will sign have illumination? © es ❑ No Expiration Dater • _ Type: nternal ❑ E xternal 1 • i:\dstslforms\signapp.doc 12/17/98 Highlight COLORS: CABINET PAINTED GREEN S i G N TO MATCH BLDG. ROOF. 5'-0" CABINET. 5-1/2' BETWEEN PILLARS CONCRETE BLOCK TO 503- 620 -8205 /' MATCH BLDG. A D/F ILLUMINATED CABINET GREEN BKG PROJECT: FACES BY SUPERIOR SUPERIOR SIGN SCALE: 3/4 " =1' AROUND SUPERIOR SIGNS — - - - -- -- WHITE BKG. AROUND TENANT NAMES. RED LOCATION: ACCENT LINE AROUND 11705 SW. PACIFIC H. TIGARD, OR 97223 FABRICATED FROM 17 CONVENTIONAL. COPY. SITE LOCATION: D/F EXTRUSION 12525 SW HALL BLVD. ill TIGARD, OR. LNT HISLOP C TY OF IGARD E BRENT HISLOP - FOINIMB �, ( ✓1 c! 1�P? 'A' / - — — iitionally • pproved . ( ) '' f , oiy the w. rk as d: rived in: 4 SALESMAN; C (4' 1- 10 . °1" . i STEVE LAWHFAD • I atter to: ollow [ ) II _ Attach, - - -- -- -- r - 1 __ z ;UPERI 3fl_SSGNS V ' , I ..e. .. Date: 1 •( - Z-" t7 II ,. , S I GN s , r t S in , REVISIONS: ; n t z <-- . A V i[1 Vl . APPACNr L. ITY 0 TIGARD TENANT SIGN Approved -- -- - - - - -- .......... , Conditionally `.►�) ttionallY approved For onl the - - - ------ - - - - -- - -- [ Y ork as r ) , PERMIT NO ' de` bed in: . 3 ' - - mod i See fetter to: Follow... _ TENANT SIGN : . z Address: Attacn ------ - - - - f -- - t ) _-_,- ..,z h . , ‘?-.:0:c..-,--.,,, - 0-zs-x Job f- Cam) ------ ------ - -[ ) s .. g-,...7 �sa=' ` ; ; :s€ .i/ ► , at - - 2 . , y - A O _ t / - - -- _ 1 - - --1 r 1 1 1 ` 1 \--------1 FOUNDATION AND � 120AMP 20V SERVICE TO SIGN BY OTHERS _ _ ; BLOCK WORK BY CONTRACTOR 1- _ - _ 1 , L_ 14,70' • OW 13' E / .' .'::::: iiiii:iiiii i : i i i i 1 :::„:,:„ „ „ „ , ,„, „ :: ,:.: / I ' ' ::::'':::'::Na:' '' :::: '""' : '"'"'"""'"'' i 'igi':::'i::::: . i::g::I:iii::::::::I:::::::::::;:::::::::i:::i::::::::::l::::::::::::::i : : : :::.:: : ,: :::::: : :: ,: . , I , : : : : : ; 1 , iiill'IlliiiiIiIlili:ligiiiii:i1:::1:::::: :::::::•::4::iiii:::::;:;::::'• - -":511:::::::::::::::::::Ii-iiiii:iii;;;;;:::::::::::::::::iiiiii!!! :O :: I / ti / / R : : I : :ti t 41 I : f 44• i : r1 4 a ; • .R 4 f 1 •4SV:••4 :44• 0• a'a3 :.Y.•�' 5.444444 L•:• p• �� : { C • • • :: } 6' ; : r r • :; a : �•: • • } ': f,t, ; [. • ::! {4' : •aS 4 , •• :4'3#. .•• ••• a ! 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' .,.:�. .+" "`�' ! sl1j� R r � � }� i' t` ' � ,rry �. . , fi '�e` � ;. 4. $x �� ap; t )1 y "... yi0 : _ ^ ° '1 � a'y; ; s ,...2, a J ai l 4. -. „.'s? t E i Eii _` .,:‘,44.,7'7.,;••• ;ti f + 'IV. • f 4. •'` �� I V 1 i t ,1 rr j-1 t:•,•.•.„, ;,! �- - ._ - _ - • -.: • '. � y T, em u` *T • i �^, s,. c '7"'7 0 .7- .'0 , `e - �; a } ' ' 77 `'` . 7 ti+ • ,,'";,-.•,), 4 � ' i y+ z 1 r L ` •T't ,I i (s w i t .1 y t �o A ; _ ,'k� ';M' s Sia.l „ {�,rn.&kir. . •k7P } s� ,r y , �u �`�.� 11� { {fai .Y h t Ya e o. • • . 49, '' ' ,Pfij m /4(6.)))d)t) . d fi ..i ji..- L) di r ill . j?6,,c))--/ c TIM COVERT, P.E. STRUCTURAL ENGINEER 312 N.W. 10TH AVENUE REGISTERED ENGINEER SUITE 200 • OREGON PORTLAND, OREGON 97209 WASHINGTON (503) 228 -0426 ALASKA FAX TRANSMITTAL: To: SA - g rz. Date: f (f • ( oG Attn: d r^' Job No. 4. f 8 Fax No. Enclosed: (5 pages Project: Slip e 7o - SIS r, CI 6 Tim Phone: (503) 228 -0426 Fax: (503) 228 -6639 4198 (/17/00 S -0 L GENERAL NOTES: CONCRETE BLOCK SIGN Structural Design Loads: 80 mph Exposure B Seismic Zone 3 Soil Bearing Pressure 1500 psf max. Materials: . Concrete: 2500 psi at 28 days Slump 3" to 5" Portland Cement C -150 5 -1/2 sacks per cu.yard Aggregates per C -33 • 3/4" max aggregate size Water per C -94 . Conc Temp btwn 50 -90 F Air Entrainment 5 -7% Note: The concrete supplier is to assume full responsibility fo the mix design and the performance of the concrete. Rebar: ASTM A615 Grade 40 Lap splice 40 bar diameters min. MASONRY (CONCRETE BLOCK): f'm = 1500 psi No Special Inspection Required. Walls: Grout PIERS SOLID. Concrete Masonry Unit: ASTM C -90 Grade N Type I Mortar: UBC Type S Grout: ASTM C476 (2000 psi minimum). l ./ r • b Mein Peik 0 _4188 ... SVPD2,�o(L s1G ! l s161.1 t - - - -- (Max) . c..1 ow( s-T ( r{IJTH-ETIG / ...t rte (BY t�T}4Q2.5 s\--- 1 I I I • T- EACH Sap_ I 1 , --T T , ((Z� ) I 1 I c 4-- - I __s , I 1 1 _ , - . . . _ . • ! / /!/ I /�� „„-.. • ii .it lk 1 8 =o (Pt 1 LJE4►c : 8o MPF4 e(P - B. P = 14.3 ?SF SEjSM\L : evpsE 3 ( 8.y obserkratton t9,•4 (.omttioIs) M = (I¢,3)(6)(7)(33s) = 225 Z # I M2(1 , J.) •LC Me- = 3318 4I (8x1S /2) _ logo x • -.0 X (hc r = 22 " (46i , (nf i Q-H- • :\ j o • t ! r '% MR = ((So)(8)(1.7S)61.831Z + 033)( 4 ?4? J 7 33 78 #` ____ ouT.Ptot. S = 133o P4 I ce •f0 I • • 12 Pt Erz.S EA. EO � I • M 7- ( 2.) = Ros 4 - o•`to t • s - (1� X25)(8) t ti ia" F — 0. 06 2. r. r2, ttla` 1.33 K (•' ) = (4•.S p = .000'4, rsce.. ? 4f-& Pi9 I,J�v SPEG(AL. t gstsCTt.a,.S As (rnrn) = r- OPDGXI /_L25)(8,Y2) = D, (i ( . 4 rc (¢) " L " er t--. . $t3 C(,oscc - TL es @ 8 ".f G. • 111111111 6 t4T So T v€wrs. . (4) Pf 3 IV 'c ear (TTpi a I 119381 • MIME - 5 4 Cpv • f • Csi2�K 140 5 J 309 TABLE E-2 Coefficients for Flexural Design SaLL 0. "n -40 For use of Table see Example 11F M ' ;., = 1,500 psi f �'-- 1 fm = 250 psi n = 40 C , , t : No special inspection_ Approximately - f = 20,000 psi a = 1.48 Use half stresses balanced design) 7 t . '{ 1 M = Kbd2 p K = - kjf bd f 2 • .1 M -KF 1 f f j k S x (average j) J:� 1 + t, /nfm a= 12000 11' - % (1000 d n ,_ ES . 30,000,000 k M NE �:l� A = Pbd Em f'n,) f-1 - A - o r A S � i ,y 3 adi UN . * Hollow units; All cells grouted, Increase for Wind or earthquake Solid units; Grade MW; 2500 psi on gross area 1.33 f = 333 psi 1.33 f = 26.700 psi f m f s K P n p k j l 2 /jk 1.33 f 1.33 fm 1.33 K 30 20000 .0000 .002 .057 . . .981 20000 1.4 36.01 , 50 20000 1 .4 .0001 .003 .074 .975 27.68 26700 40 3 1.1 .005 26700 . 22.69 26700 1.9 67 2.9 60 20000 3.1 .0002 .006 .107 70 20000 4,1 .964 19.36 26700 80 4.1 .0002 .009 .123 .959 9 16.98 26700 80 20000 5.3 .0003 .011 .138 .954 15.20 26700 93 5.5 90 20000 6.5 .0003 .014 .153 .949 13.81 107 7,0 100 20000 7.9 .0004 26700 120 8.7 017 .167 .944 12.71 26700 133 10.5 110 20000 9.3 --1- 20 .180 120 20000 10.9 .0006 .023 .194 .940 11.80 26700 147 130 20000 12.5 ,O$U .206 .93 .931 1 19.86 11.05 26700 173 160 140 20000 14.2 .0008 .031 19 150 20000 16.0 .0009 .035 .231 927 9.86 26700 18 18.9 i ■ .923 9.39 26700 200 21.3 1 160 20000 1 7, 8 .0010 170 20000 19.7 .0011 .043 .254 .919 8.98 26700 213 23.8 180 20000 21.7 .0012 .915 6.61 26700 24 26.3 190 20000 23.8 .0013 .048 .286 .912 8. .5 00 26700 240 3 200 20000 25.9 .0014 .052 286 90 8.00 26700 26700 253 057 31.7 • 267 34.5 210 20000 28.0 .0016 .062 .296 .901 220 20000 30.2 .0017 .067 .306' .898 7.29 26700 280 4 230 20000 32.4 .0018 .073 26700 293 40.3 240 20000 34.7 .0019 .315 .895 7.09 26700 307 43.2 • .078 .324 .892 6.91 26700 320 46.3 250 20000 37.0 .0021 I I .083 .333 .889 6.75 26700 333 49.4 250 19000 33.1 .0023 .091 .345 250 18000 39.3 .0025 .099 .357 .881 6:35 25300 333 50.9 250 17000 40.6 .0027 109 .370 24000 333 52.4 ' • 250 16000 41.9 .0030 .120 .385 87 5.16 22 333 55.1 250 15000 43.3 i .0033 .133 .400 .867 5.96 21000 333 57.8 I I 5.77 7 20000 333 57.8 I 250 14000 44.8 .0037 .149 . .861 250 13000 46,5 .0042 .167 .435 .855 5.38 18700 333 59.8 250 12000 48.2 .0047 .189 .455 .849 5.19 333 62.0 250 11000 50.1 .0054 .217 .476 .841 4,99 14 333 66.8 00 250 10000 52.1 .0062 .250 .500 .833 4,80 13300 333 6 333 699 ,4 250 9000 54,2 .0073 .292 .526 .825 4.61 250 8000 56.6 .0085 .347 12000 333 72.3 250 7000 59.1 .0105 .420 .588 .814 4.23 10700 333 78.8 250 6000 61.8 .0130 .588 .804 9300 333 78.8 4.04 250 5000 64.8 0167 .521 8000 333_ 82 5 .567 .667 .778 - 3.86 6700 333 86.4 To convert psi to mega pascals, multiply the value psi by 0.006895 ' l ■ fly, '44, , tp sk. 0 i i sr 4 I?/ I c‘. s g i = ... . 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