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SGN2010-00090 CITY OF TIGARD SIGN PERMIT . IN : - _ Permit #: SGN2010 -00090 COMMUNITY DEVELOPMENT Date Issued: 05/20/2010 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Parcel: 2S110DB00500 Jurisdiction: Tigard Name of Business: Sonic 1 Business Address: 15336 SW PACIFIC HWY Applicant/Agent: Sonic, Work Description: Installation of (1) one permanent 28.64 s.f. wall sign. Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 8'x3.58' Total Sign Area: 28.64 Wall Area: 429 Wall Face (Direction): West Sign Height: 20 ft. Projection From Wall: 8 in. Illumination: Internal Materials: Plastic /Aluminum Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $40.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: _, - f--?L__ — i Permittee Signature: � Q - . (.0 , r • 1 - — ___ — ':-A--- . y / y , , - , 41[......_ - .. \ \ \ . \ \ , \ I .- . - . . . CITY OF TIGARD )4 3 Approved [ j rc . ::ril the work as described in: PE/1 li NO. 66 auloi0_ - 0Grli See Letter to: Follow [ ] Attach - [ 1 SONIC 4x8 SF Job Address: ! u...) / DOUB1J DELTA WALL SIGN ISy. _ Dqt -r/i 8 1 .. . _ I Ai- PANT :SPEes; IIIMERIg6.1, n.garealgM RETIMPIS - rauqcx ut,APPPThlap sIGH ANA: 11.83 SC.).FT. COOK NEON SIGNS, INCA • , ,. mei cm•-tailtv0( WaS: OA APPPDXIMATEWEIGHT: 5 IX 6382 ri*w 614netatsw Hwy , , FACE-OK ealit— Pil3 271/3 CIRCUIT2 ( I) ^AMP FACE- HI. H IMPACT (. 115) ACRYLIC: TktIlaborm, TM 37388 i . . :SCREEINF,D SECOND skiff/WE 94 44 310049 RIED-PtiS ga Atarvrisa's , PANNROANIDTRIPtg FileoSSEO Drives-fn. it. eLkIE- PM VS YECLOW-- ffl iirr,) IIMI SIGN PERMIT APPLICATION City of Tigard Permit Center 13125 SW Hall Blvd., Tigard, (417.1224 • ' `` L� t Phone: 503.639.4171 Fax: 503.598.1960 '5. t * GENERAL INFORMATION d ' V ' .a• Name of Development /Project C FOR STAFF USE ONLY 5 Site 01,1 C., Address/ S treet Address S Gj N), p/ b --- `� O / p Q a( ( t Permit No.: Location 155 5 (,J ) 9 1 j� Suite /Bldg. # City /State Zip Expiration Date: Ti c: 0 R q 7 2.Z 9 Receipt #: Name Approved By: C% 11<:1° Property Date: �' 1' J Owner Mailing Address Suite Map /TL #: Zoning: G City /State Zip Phone Tenant or Name Electrical Permit Required? Yes ❑ No Business Sb` C Building Permit Required? ❑ Yes �o N ame Rev. 7/1/09 is \curpin \ masters \land use applications \sign permit app.doc Sign kia1/41140 IAA) e Q' Contractor Mailing Address Suite (Prior to permit 2400 /45 And.rescn. Rd io 50 issuance, a REQUIRED SUBMITTAL ELEMENTS copy of all City /Sate Zip Phone licenses arc d �o VIZ y Z7 3 (Note: applications will not be accepted required if Voot.co Lve.r wA 48`64 without the required submittal elements) expired in the Oregon Const. Cont. Board License # Exp. Date City of Ti ard's database) G 3451 1 1 1 4 I ❑ Completed Application Form Proposed Z1 Permanent ❑ Freestanding ❑ Freeway ❑ 2 Copies of Site /Plot Plan, Drawn to Scale Sign ❑ Temporary ® Wall ❑ Electronic (3 copies, if a building permit is required) (Check all that ❑ Other ❑ Billboard ❑ Balloon t " 11", 11" apply) size requirement: 8 /z x 11 , or 11 x 17 " New sign? ❑ Aker to existing sign? ❑ 2 copies of elevations, drawn to scale Sign Dimensions: « i t (3 copies, if a building permit is required) 3 , s 8 A size requirement: 81/2" x 11 ", to 24" x 36" Total Sign Area (sq. ft.): ZS. G y ❑ $40.00 Fee (Permanent sign, any size) Total Wall Area (sq. ft.) l r J Sign Data 2.9 t ❑ $19.00 Fee (Temporary sign, any type) (Complete all Direction Wall Faces (circle one): items in this NOTES: section) N S E © NE NW SE SW n Height to top of sign (feet): zo' • Wall signs do not need to be drawn to scale, but V) Projection From Wall (inches): gg" must include dimensions of wall face and sign Copy: 5oyt,i G placement. • Wall signs do not require site /plot plans. Materials: P1Q.5tkc, /Alu n;A.U. M, • Freestanding signs over 6 ft. required a building Will sign have illumination? Q Yes ❑ No permit. Type: ® Internal ❑ External • If work authorized under a sign permit has not been Are there any existing freestanding or wall signs at this location, completed within ninety (90) days after the issuance including wall signs that overlap a tenant space? of the permit, THE PERMIT WILL BECOME ❑ Yes ® No NULL AND VOID. If "yes ", a list or diagram of all sign dimensions and square footage must also be submitted. (OVER FOR SIGNATURES) 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. ? t � DATED this 10 day of Mat , 20 10 Signa re of Owner /Agent Reid, Storm 3‘0 Gct 3 y 77 S Contact Person Name Phone No. le, di-� -I-1'S Nd 7 ARGHEi • AD . \ / g � r 4-4 OOG{(G la O �_ CA= -- ♦ ARCHED O i '' OVER CAP et FLASHING ..RIVE -THRU —t T.O. PARAPET TOWER GAP R1 _ W Y/(...4 /� \ 172' -0" ,REP. _.. T.O. PARAPET ' r ` 1 0 • - I � I M I J t< SECURITY LIGHTING— f hV SGNIC 51G' L'� rL ` LED SIGN -U L r LED SIGN ^— REF E2.02 `} r • BY OW"IP_R �j ti MENU ALL 1 "FRESH EVERY ' _ _ _ _ —_ - _ = �_ = ^ z W i DAY" BY A7A.05 r1 TIME" BY f A7A,O3 OrWE:R OWNER . PARAPET T OVERFLOY! .O T.O. PARAPET 7S.rC'Z -�1C 1_ I6 b• ` _ _ _ ____- N TO VES PARR PE ST ' - — - - - ORIGINAL STA- -; EMEND STALL ���_�O GROSS BUILDING WALL AREA 3.6,64 S.F. - CANOPY ARGINID - -� I GLAZING AREA 151 S.F. I' y _- I - EXTEND STALL SIGNED BY HARRIS. AIA \TIVE-THR.1) �� ∎� STUCCO - GLAZING AREA PERCENTAGE 4.17% 1 T� - - "" -- CANOPY AROJND MP -GUT - REF -_ m ' ��•�/ �'. 1 BUMP - DR1VE-THRL - cARLON t c1T - -- VENEER AS N ARCHITECTS P.G. RUGT, _ ■ r • -- SPECIFIED - - BUMP-CUT - REFER S TR G 7 % A CONTROL - ���� - CONTROL l . r - - - - - - - - - -- _OINT � � __ ° . _ JOINT C �. CONTROL n .. �_ - F " JOINT - IMINIMEMINI �. . . L - _ - _ � LED SIGNAGE 'n In � _ _ - _'._ - A5 rtI cav wr - Z - -- rr INDICATED in .0 O ".Y O WNER PAINT DOORS VENEER (/1 F- _ • I • O ' - - - - - -- O - O : MACADAMIA - • O ---rrr O: REF PEGS. 109 _ 1 � .. 1 -- O z mu - i�v -- -r vn - d _ � J - O . 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FLASHING DRIVE -THRU TOYER 0 . m REF A6.11 - Lqp TYP, I �/ TOP OF PARAFET r 177 - _ S IGNAGE BY I s � � °� I I r �a 1 W 1 iv c ` ■ GAP LINE OF ROOF (2) FLOOD LIGHTS OWNER ' �� — � "�1YDh I °� -�� < a o o . t FLASHINGI�EF SLOPE BEYOND ,4.2,,,,, r - —' -' r — < - FLA 11j AT DRIVE -THRU - STUCCO VENEER - _ L. , t, -, p c inim TOP OF PARAPET REF, E7.07 AS SPECIFIED - =- — - W f- L u () a " ffi _O r o _ • 14• -3" TYP. c1 _ - - _- YYYY - II — r - -- _ _ -- HE-5" rF //obi ^"1 ,....(1) 2 y - �- : ■rrrr 0 o - J — W'x = .. - r-e T i-I - L ��r. =� ° EMEND STALL C • I - r_ -r - CANOPY AROUND < < ■. E D JMP OU .RU R1 �i = - B in �. - ��: � - ' R EFE R STRUGT. v 4 ' - t — _ O _ / LED DR -TH Z C OO p O r - _ O O I SIGN BY _ OWNER - O i U rrrrrrr �- �r --- rr- -_r _ �S� p __ - - -e -_ �r r. _ - OI - \ 1 I 7 JL `SS 0 ? " ° � � �� - � rrr r _ �� _ O O' ry t .�' rrrrrrr = =rrr __ rrr.r rrr _ orrrrr -r D rrr rrr rr� - - a - - rrrrrrr - _- _ - "- - rrrr .rrrrrrrrrrro � V1 ry - g" r r � -W rrrrrrr-- -- rr - _� -_ P . — - -rr -rrrrr 0 _ } - �' r __ � rr ___ _ _ _ _ __ _ _ rrrr r r = r r �= -r - �r_r_ rr r� � r - r � -r - r� rr rr r __ rr r - -__ _ - � e � -_- rrrrrrrrr- rrrrrr p ? J � p o =_� -0" rr '=€. r .�- �rr rr ��rr�r - - , err r_rrrrr er- -�-- - .= ' ---- -- �—� - == 6 q 6 P 'ai'r £ W <'= - 1 X -A.0 I. •— - '-0" ___- rr __ Z O Q V 4 � 100' 0 I � �1 r LEv /RTION � 100 O � � t.,.,,,2* < , p BOARD BY OWNE JOINT IN Q BRICK PROVIDE E.J. • DE U/ m Y O M m CENTER SPECIFIED SIDES VEST ON J -BOX, MP .SONRY U C (TYP. BOTH 1/4" I:_O:� __ F, t> VENEER A O < : ^ ) I 59 I / A2A.01 404 0 ' O t ARCHED DRIVE -THRU CAP FLASHING REF & && o+�jj$ TO1 GAP - BEYOND - I ! ' �/ AE7.11 - TYP. 3y in 1 TOA OF PARAPET ` t - -- L : 177' -0" _ r g8 W - _ _ _ _ - SCUPPER ER - PAINT TO MATCH ERIGK 1aJ 66 0 a - - • - -- SIGNAL_ BY OWNER - O U CL 7 - J • C. - _ DOWNSPOUT - PAINT TO MATCH BRICK W —_ - - _ y r _ _ •- - GAP FLASHING /'� LINE OF ROOF STUCCO VENEER A2A.O7 z f= - EGUAL:. _ _7 __ - EGLAL'. . _ _- = f REF AB.II [ BEYOND [ I Z -�,. _. _ _ __ __ .. - ���LLL l T.G. PARAPET G ) T —� 4 1 = L__ c I W 4 > �. — • , I4' -• 14. -0. 14 .- 0 " G II - 1 y 7" > = YJ > ■ n — o 1 C ONTROL - __. Q .. - - - - . _ _ . - - ' .... . •_ _ I. 'O1 NT . _ . _. a Q Q N _ O . III ill 11 I. o ME O o m l - rrrr� r �rrr��r - - -_r_ r --arr- - �! ___ o M SHEET O _ r =_=r = m r r r �_ = — _ - _ s �M ' _�_ —r _r_r_r— r r . rr -- - =- _ - r= =_r__— • rrrr_rrre rr ro, ___ _ -==_ -_ _ _ - -- _ rr== _. �� 5 ' 1.� L � V A T I O N EXPANSI rrrrr - � - -- 100' -O" f .Q 05105 VENEER POSTER DISPLAY ADA RESTROOM JOINT 0 DOG: I/4" = I' - MASOwzY BOARD BY OWNER, SIGNAGE - TYP. • 02109 gO �� CENTER ON J -BOX, REF. RESTROOM DOORS O d { 8'-0" f _ Top Sign: 32 Sq. R 39 3/16" x 66 3/4" OPTEC MESSAGE CENTER SUPPUED BY OTHERS EMC: 18.31 Sq. Ft r ■ `I GG 3/ ® Tenant Sign: 19.5 Sq. Ft. 0 N 9 Total Square Footage: 69.81 Sq. Ft. SONIC FAMILY OF SIGNS 30 at 20' orrEc EMC b Others COLORS: FACE: 2 CABINET: BLACK ANODIC ENAMEL HIGH- IMPACT (.125) ACRYLIC _ l D=ACE: DID. BLUE - PMS 2728 SECOND SURFACE DECORATION COOK NEON SIGNS, INC. RE PMS X85 PANNED &TRIPLE EMBOSSED 5382 New Manchester Hwy Americas LT. BLUE PMS 278 Tullahoma, TN 37388 Driv. "1"^ YELLOW PMS 109 931- 455 -0944 LISTED Family Owned and Operated for Over 50 Years cn .. i.11[0. E^*� 47 r '`O:l9R ∎- liWH'I<![- "4r.s'%*i4' if. , .7:11 ::48114:31.141Q Wlli:l *7J: :IT 7 f=lid.Nai7irdsZiT.7:44 C17= .41147: 7_ ! .f. (p t! 9 STRUCTURAL T ECkNOLOY CONSULTANTS INC. c) 1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218 -2400 FAX (858) 218 -2424 A `� PROJECT: SONIC, 1533 °o SI~i LIWY 99, TIGARD, OR SHEET: 1 OF 4 0, PROJ. NO.: 1159 -84 DESIGNER: VH DATE: 05 -11 -10 N N CLIENT: VANCOUVER SIGN GROUP or u GENERAL NOTES FOR POLES AND FOOTING: Z .J 8,'-0" i 1. CONCRETE DESIGN AS f'c = 2500 PSI., MIN. o 3 ° -(73/.' SPECIAL INSPECTION NOT REQUIRED. M j r 't 2. PIPE STEEL ASTM A53 GRADE B. m _ 3. ROLLED STEEL ASTM A36. o 4. GALV. BOLT STEEL ASTM ,4301. m 5. SIGN CABINETRY SHALL BE FABRICATED IN TI-4E z Iti } SHOP OF AN APPROVED FABRICATOR. 6 .7,1- ? 6. SOIL PASSIVE PRESSURE BASED ON 2001 OSSC A = 0 !. TABLE 1804.2 CLASS 4 MATERIAL OR BETTER. 2 `' i O SPECIAL INSPECTION NOT REQUIRED. (IF SOFT 6 OR SANDY SOIL, COLLAPSING OR UNSTABLE g o _� o SOIL, OiANIC MATERIALS OR GROUNDWATER 2 to '� „ ARE ENCOUNTERED, IMMEDIATELY CONTACT THE m ENGINEER OF RECORD FOR ADDITIONAL 1) _ _ FOUNDATION REQUIREMENTS.) o Q b 1. SITE IS NOT SUBJECTED TO WIND SPEED -UP m` $ sn EFFECT (Kzt . 1.0) 45 DEFINED IN SECTION 6.5.1.2 9, , OF ASCE 1 -05. CONTACT ENGINEER OF RECORD �' E' �] IF SUCH EFFECTS ARE PRESENT. A ' 6'-6” S. PROVIDE ISOLATION OF DISSIMIL MATERIALS o -( -( FOR ALL ALUMINUM TO BE IN CONTACT WITH D STEEL. o 9. PROVIDE SLOPE AWAY FROM BASE OF POLE. t 10. PROVIDE PERIODIC SPECIAL INSPECTION FOR 9 w ` FIELD WELDING PER IBC SECTION 1104. �" t a_ m 11. ALL WELDING SHALL BE PERFORMED BY AWS o m Q CERTIF WELDERS USING E10 ELECTRODES x rT \ °D -° OR WIRES AND ANS APPROVED SYSTEMS AND �� \ \ /� , . ` ;. � / / �� PROCEDURES_ � b o /� , �j // T1 P. 3/16 - o 1 i3 re) Uj t � l 1/2 ' GAL V. M.B. . m E _ _ TYP. 3/16 I P 6f t , rte m ALUM. MEMBERS i11 ISOLATION, T YP. m 3 3' -0n SQ. . -o 7 ELEVATION TYPICAL SADDLE lu ® DETAIL j u E. I- D2 m _ m ill i-•4 ii 0 PR OF 4 7/ ?a fe 3 /8 ,r 1/4 §) \' ME `- 4 / = f r / 69173PE / % x IUJ - o O 1. � o- 1/8 � l - S I z a ' i i r 1/4 Q C co < 4 PLACES N f� ENE J G� ( EVENLY DI fE I 9 W SPACED) 3 x T1/21 o [EXPIRATION DATE: O 11 I SPLICE DETAIL St N i`_1 :7.'11, a1R.T"°►_1 w,,,,,r,,,,,,i r,..- .yy,�..z.,,, 4'1 ,,, 16'8,, a,o .1i7,,.-vmr.,,,,,,,,,,` 0.mmi... -"l.„4- ....rmfi, 't ..-t ,.. _. i ,P4 STRUCTURAL TECHNOLOGY CONSULTANTS INC. L 1827 CONVOY COURT SUITE 406 SAN DIEGO, CA 92111 PHONE (558)275-2 FAX (858) n8 -2424! z - : W PROJECT: SONIC, 1533E 514 WHY 99, TIGARD, OR SHEET: 2 OF 4 PROJ. NO.: 1159 -84 DESIGNER: vH DATE: 25 -11 -10 CLIENT: VANCOUVER SIGN GROUP 3> u r u u DESIGN CODE- IBC 2006 / OSSC 2007 a IV units; pounds, feet u.n.o. m 0 WIND (wind governs design) __ - c 2 v2 Basic Wind Speed: 95 u Exposure C z w Design Wind Pressures (psf) '- Heights: 15 25.54 9 o 20 27.04 9 o Area Force Arm Moment z 5,8 149 4.4 652 19.5 498 10.2 5095 A frit 0.3 9 12.0 102 15.4 394 13.6 5358 r 2.8 75 15.3 1147 m 0.3 9 15.8 143 32.0 865 18.0 15576 w • ILI 76.2 1999 28073 Wo Foot ing Design -$ • IBC Table 1804.2 4 Sec. 1804.3.1 > 0 Footing Type: square ° _ $ Soil Pressure(150x2): 300 b= 4.24 5 =5xd /3 51= 619 0 E A= 2.34 x P / (51 x b) A= 1.78 r- e- d =0.5xA (1+ (1 +4.36x h /A) ".5)= 6.19 @ Hi Footing size: 3' -0" x3' -0" x6' -3" Depth A W Column Design n 1 Pipe Steel - ASTM A53 Grade B x Moment at base (# -ft): 28,073 t x ; w m i Required 5 (in 16.0 5 = Moment x 12 / (1"21000) m x I- H M S req'd. Size (in) Ibs / ft t (in) 5 0 a 0.0 28,073 16.0 10.0 40.5 0.365 28.1 , USE ALT. -' co 8.7 11,273 6.4 6.0 19.0 0.280 8.0 -( u -, I T ALT. -' a Check Flexure in 8" Pipe, t= 0.322" per AISC 13th Edition ai en 1) YLS: Mn = FyZ (F8 -1) Mn = 35,000 psi (20.8 in. = 728,000 Ib in / 12 = 60,667 Ib ft. n Mn /Ob = 66,667 / 1.67 = 36,328 Ib ft > 28,073 Ib ft OK 0 i 1 1 0 2) LB: Check if Section is Compact 7 4 iu D / t = 8.63 / 0.300 = 28.77 z w E Ap = 0.07E / Fy = 0.07 (29000 ksi) / 35 ksi = 58 D / t < Ap - S ECTION I5 C OMPACT, L IMIT STATE OF ii LOCAL BUCKLING DOES NOT APPLY p W z o c� z -� n c�. m :Am 14-:42!.? a• '"9mnctE4 G71i'aft ti. .st-Adviras-9fs7miAnt'.Ag:ilem i roilAisrarca�P i 7Si I mr_ri74•F7*Ix�7Ift L •.zetitra onett44J•T-7- .1 :IGe N 'ism ig ., STFRUCTURAL TEC - 4NNN©LOG 1 CONSULTANTS INC. i 1521 CONVOY COURT, SUITE 406, 6AN DIEGO, CA 92111 PHONE (858) 218 -2400 FAX (858) 218 -2424 D z W PROJECT: SCENIC, 15336 5N, HN'r 99, TIG.A.RD, OR 5HEET: 3 OF 4 9 PRO,). NO.: 1159 -84 DESIGNER: VH DATE: 05 -11 -10 o <o•._, CLIENT: VANCOUVER SIGN GROUP D ¢ r u ASCE 7 -05 Wind Loads n 6.5.14 F= qh'G *Cf * m 6.5.10 qh = 0.00256 *Kh *Kz•*Kd *V"2 *I tr 1 Kzt= 1.0 (unless unusual landscape) I= 1 for structural category II m TO Ca q 1 Kh= table 6 -3 Exposure C - a Kd= 0.85 for signs I= 500 (constant for Lz. Table 6.2) i= -< , V= 95 mph e= 0.2 �i 6.5.8 G =0.925 ( (14.1.7 *gq *Iz *Q)!(1 *Y.7 *gv "Tz)) or 0.85 c= 0.2 m O iz= c *(33/z) "(1/6) D U z z= mo.>:(0.6 *h, zmin) z m `z¢ zmin= 15 9 g gv = 3.4 m gq= 3.4 Q =sgrt( 1.0 / (140.63 *(B #h) /Lz) "0.63 ) Q in sign -4 w elem. # h Kh qh G s/h B/s Cf pressure F 0 1 8.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 149 0 P e' 11.73 0.85 16.69 0.85 0.05 1.00 1.80 25.54 498 A D I 3 12.23 0.85 16.69 0.85 0.05 1.00 1.80 25.54 9 0 t 4 15 0.85 16.69 0.85 0.05 1.00 1.80 25.54 394 0 6 5 15.5 0.9 17.67 0.85 0.05 1.00 1.80 27.04 75 z E 6 16 0.9 17.67 0.85 0.05 1.00 1.80 27.04 9 2 a_ 7 20 0.9 17.67 0.85 0.05 1.00 1.80 27.04 865 N - o s um: 1999 0 m 94 O y Lu m al 1n e- ,- m n Li: m ea -1 U m LL m u m g a m x m 0 0 A a -4 ve 1 4) S mm U o N p O � o R O 4 cn 1 O 4 1 STRUCTURAL TECHNOLOGY CONSULTANTS 7827 Convoy Court, Suite 406, San Diego, CA 92111 I e ', ',1 Tel. (858) 278 -2400 Fax. (858) 278 -2424 PROJECT : Sonic, 15336 SW Hwy 99, Tigard, OR SHEET 4 OF 4 PROJ. NO.: 1159 -84 DESIGNER : VH DATE : 5/11/2010 PIPE SPLICE M = 11273 lb -ft Dl = 8.625 in 1 = 0.322 in FExx = 70 ksi P = 704 Ib D2 = 6.625 in t2 = 0.28 in Gap = 1.375 in Q1 = 12.9375 in Cap PL Welding H2 = I1.5625 in Neglect effect of upper ring CI =M(12"' /H1 = 11273(12)/12.9375 10456 Ib D2 LL,,, = n (D1) = n (8.625) = 27.1 in ,1 y_ t„ = 1/4 in( 5- tl ok I p Lreq'd = Cl /1000 = 10.456 [(0.3)(FJ(1/16)(42/2)1(]6)(ta) (0.212) (70) (0.25 ) GAP ft' lei = 2.8 in o k.? : I (t GUIDE RING o' 4 Cap PL Bending I � ~ ,-- \ C2 G! Assume cap plate will carry all axial load l 7 Take 3.3125 in (D2/2) strip I to = 3/8 in I _ Fy = 36 ksi I tw S = (D2/2) (;) = 3.3125 ( 0.375 )' / 6 �N —' —d G3 = 0.0776 in N.° PLACES (D1 -D2)/2 = 1 in (EVENLY ---=j KICK INC R M = (P) [(D1- D2)/2] /2 w°AGED) W x L �---", ttr? = 704 (1) / 2 = 352 Ib-in fb = M/S = 352 /(0.0776) GI = 4536 psi Fb = 0.75 ( 36000) = 27000 psi ok a'',: Check Ring Slot Welding Ring Compression Neglect effect of cap plate I t, = (W,+ 1/4 ") = 1 in I C3 = C2 C2 = M ( 12 .) / H2 Neglect effect of cap plate = 11273 ( 12) / 11.5625 = 11700 Ib Take quarter of inner ring fa = C2 = 11700 W, min = 1 +5/16 = 0.635 in i,(nxD2 /4) 1O.x6.625/4) W, = 314 in I _.. dk = 2249 psi L, = 2 n W, = 1,50 in I Fa = 0.6 ( 36000) = 21600 psi o - N = 4 F = C2 / N = 11700 / 4 = 2925 lb fw = F /(Ls x Ws) = 2925 / (1.5 x 0.75) = 2600 psi Fw = (0.6F /12 = (0.6x70)/2.0 = 21 ksi = 21000 psi ok W min + 1/8 = 0.760 in MX W, x = ' Greater 2 -1/4 x t1 = 0.725 in W, max = 0.760 in ak Ls max = 10 x tl = 3.22 in ok CITY OF TIGARD RECEIPT 13125 SW Hall Blvd., Tigard OR 97223 _ 503.639.4171 ;TIGARD Receipt Number: 178023 - 05/20/2010 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2010 -00090 Sign Permit 1003100 -43115 $35.00 SGN2010 -00090 Sign Permit - LRP 1003100 -43117 $5.00 Total: $40.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 71157 KPEERMAN 05/20/2010 $40.00 Payor: Vancouver Sign Company, Inc. Total Payments: $40.00 Balance Due: $0.00 Page 1 of 1