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Plans . CITY OF TIGARD • FicEES AMOlN4 RCP • • -�¢ - Approv r • • " , ,nditionally Approved i 1 Stets of Oregon s,. CITY OF TIGAR© j F only the wog .as described in: L o concrete Pod ReLdord, ,. Appt'avo -'''.......''''' ......... ....... ...................... -. •....... [ ] See Le n = WIT Conaitionally.A r oved .......... � •• a iN • • Follow ;41 14[ � G B otts t stalled la Cancn - For only the w kr d ?�� DO 1 _ _ j Job Addr= W � �. � y O 8peclatMoment,Resta� " �� PERMIT NO: SG s i,r" 0f D Rei . I a t ,� Ave • See Letter to: Follow. ..........:.......• .....t 1 . m ,I e l - Structural p Attac , / Q Stru Welding / 0 High-Strength Bolting Jon address Date.___ (:,y. O Structural /A aaonry ' • "°"Mtl I CI Reinforced Gypsum Con ' / ® \ o-0 ZONE / 0 Insulating Concrete Fn i O Spray Applied Fl tesid ( 4 9. , - 0 P1Yrdni, Dated Rare seep • �, ., l7 Shottaeitr O Spada' , !;2 �� t] Su CI Other• / c -o ZONE ��� S.:4 ' . --- 49 - 1 0 9 / _ — litak . ' d • - r r r 1 Z I /if i ----"i -a.� 1.1:b � f y 14- III Foga * &I # .01/ _ FTTTTITTTT l I TTI 1 1T1 I rTTTTTTTTTT I I TT ' I I rrl I i I I I 1 , 1 I l I 1 I Z r I 1► 1 P I I e a5 . . _ . . — . . — . . Ella wa ff (Y LI — � 1 PACIFIC I°iIGiWz4Y =9, — P 6 r- — ..— ..— ..- .. —..— — ® its.. HIGHWAY •99W ® ® it . ,p) • I► I , III ► I 1 I I i I III l 1 I ► '_ _. • ∎�l���■ ■ 11. �11�w.. �1• C: :e..��i ■��.ta�■.tata..ta....ras I � l� - ' P • • •�: • ,,ii SITE PLAN • ■ N. T.S. l� . 4, • OFFICE COPY • • • . LOADING: DESIGN PER 1997 UNIFORM BUILDING CODE (UBC) , WIND: UBC 80 MPH, EXP B MAXIMUM HEIGHT (h) = 24.3 ft _ _ IMPORTANCE FACTOR (I) = 1 P = Ce *Cq *qs *I = : PRESSURE COEFFICIENT (Cq) = 1.4 . Ce Cq qs I P • • h 0.62 1.4 16.4 1 = 14.235 0 - 15 ft 0.67 1.4 .16.4 . .1 = 15.383 15 - 20 ft . 0.71 1.4 16.4 1 = 16.359 ' 20 - 24 ft to FORCES: 17-111 Height to Height to Area Wind load Force Height to Moment Width bottom (ft) top (ft) (sq. ft.) (psf) . (lbs) center (ft) (ft-lb) II 5 21.5 24.25 13.75 16.359 224.94 22.417 5042.32 . 7 20 21.5 10.5 16.359 171.77 20.75 3564.22 7 18.5 V 20 10.5 15.383 161.52 19.25 3109.33 10 15 18.5 35 15.383 538.41 . 16.75 9018.4 n _-....-_ 10 14 15 10 14.235 142.35 14.5 2064.1 4 13.58333 14 1.667 14.235 23.725 13.792 327.212 8 10.5 13.58 24.667 14.235 351.13 12:042 4228.25 I e' -0- . 4 0 10.5 . 42 14.235 597.88 . 5.25. , 3138.86 _ E = 2211.7 E = 30492.7 SIGN POLE: (Double Pole) M = 15246 -I M = 15246 ft-lb Fb = 0.6 *Fy *1.33 = 33600 psi �� / Fy = 42000 psi S M/Fb = 5.445 3'-6• z-6 s req'd = in so. so. OSIGN ELEVATION NOT TO SCALE A 6" schedule 40 pipe has a section modulus of 8.5 inch . S = 8.5 in .fb = M/S = 21524 • psi < 33600 OK • I Use 6" sch..40 pipe sign poles I . EMBEDDED POLE: (UBC 1806.8.2.1 NonConstrained) M 15.246 k -ft S., RUC T U/ P 1.106 k Applied lateral force, kips p PRO,? h (effective) 13.79 ft distance from ground surface to P, ft � �, t N t /� q 400 psf /ft allowable soil -brg Table 18 -1 -A, q= 2(150)(1.33) =400 b 4.95 ft 59" dia. or diagonal dimension of a 3.50 post, ft 51669 r d (estimated) 4.25 ft ESTIMATED embedment, ft 4.25 for pressure * Allowable w/ 1/2" movement at groundline 9 OREGON " for 1500 psf soil bearing � 0 Z3 n. z UNconstrained ti/�T H S A- 567 psf q *d_est / 3 A 0.9 ft 2.34 *P *1000 /(S_1 *b) d 4.21 ft A/2 *(1 +(1 +4.36 *h /A) ^.5) (EXPIRES: 06 -30 -2004 I .•. . Use 3' - 6" square x 4' - 3" Emb: • - S'posts 3' = 9 "into 2000 psi embedment footings concrete back specified in UBC 1806.8.3. ALTERNATE FOOTING AS A SINGLE POUIl: USE B' -G" LONG, x 4 ' -6" DEEP x 2 ' -6" WIOE No n� /NFQRC , NF Qt 0 , P+ri 9570 SW Barbur Blvd Project Name V Fast Lane Sign Fnd . V . V Project # 040313 a . Suite One Hundred ® Portland, OR 97219 -5412 V Location 13545 SW Pacific HWY, Tigard, OR MILLER Client Luminite Signs . . CONSULTING (503)246 -1250 ENGINEERS V Fax: 246 -1395 By KS Ck'd Date 4/20/2004 • Page 1 of 1 i . .