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'79- ---- Job Address: - ...,/-a- 1 - 41 -----=' --- k L 1 vi ce A-- — 17 — a C:1 Fj3 - (C) _ co ,--- ,, .. ° ,r- L'As4 t pk.. sS_ 1\119gT r 57. " 81= S' --.14- , Nr ____ _ _____ L _ ,., r _ _ . _ , - - - - , >"1 g ' 11 t if 1 r7 ICC /' 1 .1.'"1 - TN( L- or-; 14t ,/ l0 k --c) ‘t: CM?" -2, 1 . ,t t,- - - ct) E5 I .' - . , ' ; P)' ,,..„,i.,,,,i,,,,,,, ..,....:.„. ... .,, c.,:),.„),,,..„,- .. ....,,,, ,..4„,,, .. .......„,„ . . ail*? . • .. • . coi._,..pR R. iiiiii0=` iSr"-:ft-A'"--< C16*`--1311'4 '. /A (-itt.F -To t5,,e _ _ .,... .,% .., . . . ,A..I ,LA , ,_. ,,,,y "...)6.-Le: mot-4 IP.,...AA.4-) • ( . . . 1 . 4 . 1 c ■ - \ - S K ) --------,- ,t1/2 , ingy+c jk• _2 ..& t ■--iw\ib , e 3 Kfle ,--1 7 t0‘4 faer; S'''• (- H ! ■(.. K) --= 0 0 .•,. - ' - L , M v IMO 111' X11 ! 111 f /1 :111 MIN MIMI /./ MIMI MIR 111 3 mmt ■ 4� °7' /� I ? ' 9 ... \al 8.00 / 111 �� IR MIMI 1 / ' 0 11 di 11! h Imo IIIIII 1 rIIIMIIIIIMIMIII 10 6.00' � / f ' I l Il IL I 0 ::::'.0 , \ 41re ,..,,,.. :. ., mama 06 ° 6 11I[1c�cIL. � 0 c? HORIZONTAL i 1 LIMITS OF WORK I (SEE NOTES 1 AND 2) :.00 Mai lM11 1 2.00' ■ �1 i l' ° 0 29.0Q' r , , 1 1 \:-.Thli • - CALCULATIONS U. B. C. CRITERIA _� WIND (MPH) = 80(0) SOILS CLASS = IV Ce VALUES 1 TABLE 29(B) Fy = 35 KSI (MIN) (46 KSI @ SQ TUBES) HT (B) , . _ • Fb = Fy X 0.66 X 1.33 (DURATION) 0 -15 0.62 Pc (PSI @ 28 DAYS) = 2500 • WIND PRESSURE = OS X CE X. CQ WHERE: 20 0.67 =- 7 I-11 QS = 0.00 25 6 X V *2, CE VARIES W/ HT & EXP., 25 0.72 I \ i CQ = 1.4 FOR SIGN & 0.8 © PIPE & ROUNDS , ( USE EQUIV A = 0.8/1.4 = ACT A X 0.6) 30 0.76 r a°' 1 QS = .00256 X V *2 = 16.38 PSF 1 LOADS & MOMENTS (PER SIDE) , . , Al = 210'SF00.0174 KSF = 3.66K @H 4 '30' M= 110.00 'K A2 = 100 SF 0 0.0160 KSF = 1.60K @ H = 21.5' M = 34.40 'K A3 = 72 SF O. 0.0145 KSF = 1.05K @ H = 9' M = 9.50 'K H (AVGE) = 24.38' 6.31K 153.90 'K S REOD -0:- 0 (153.9 X 12) / (24 X 1.33) = 57.85 IN *3 USE 16" X 0.375" WITH 5 = 70.26 IN *3 OR 14'0 X 0,500" WITH 5 = 69.12 IN *3 @ FIRST JOINT (UP 11.5' (M1N)) M = 3.66K X 18.5' + 1.6K X 10' + 6.5/18 x 1.05K X 3.25' = 84.94'K S READ > 31.93 IN *3 USE 12"0 I.D. (SCHED 40) W/ 5 = 43.82 IN+ *3 • @ SECOND JOINT (JP 30.5' (MIN)) M < (.3.66K X 12' + 1.6K X 3.5)/17'] /17' X 4.5' = 13.11'K S REOD > 4.93 'IN *3 USE 5'0 I.D. X 0.258" (SCHED 40) WITH 5 = 5.45 IN *3 (OR LARGER) SOIL STRE -S - e. - . 5 0 (BASIC BRNG) X 1.33 (DUR) X 2.0 (ISOL. FTG.) = 400 TRY: 5' X 4' X 8.5' DEEP EQUIV 0 = (a *2 + b *2) *1 /2 = (42 + 5 *2) *1/2 = 6.4' (AT RECTANGULAR "DUG" FOOTINGS) S1 = D ASSUMED) /3 X SOILS STRESS = 8/3 X .4 = 1.133 KSF A = (2.34 X P)/ (S1 X 0) = (2.34 X 6.31) / (1.133 X 6.4) = 2.03 A/2 = 1.02 D (REOD) = A/2 X (1 + (1 + (4.36 X H) /A))'1 /2 = ". = 0.52 X ( (I. + (4.36 X 24.8)/2.16)) = 8.52 APPROX 8.5 OK '; * Gt NE co • 40 p ease _ OREGON 7(. 19 `ter I I , % , 17 KE tt ki.. EXP 6_30 -97 A SIGN STRUCTURE Et�S FOR f o � � BED, BATH & BEYOND/ BORDERS DATE: 09 -17 -96 /1 -� Ll °f R. MHNIEYp T!GA,RD, OREGON JOB # 9603 < 5BBBTB / CONSU ��NG ENGINEER LU M I N 1TE SIGN CRAFT / < 28825 5 W GRAHAMS FERRY RD TIOARD OR (503) 639-4910 SHT 2 OF 2 I' I - �_ WILSONVILLE OR 97070 - 9516 170 'd T6tO F.89 E'US A3NN3?I L17=8O 96- 6I -daS ••••1 •••••- .- • '•-• . • . . 144 t ' U. B. C. CRITERIA I 1 17' WIND 80(B) MPH t I CLASS IV SOILS .... r Fy = 35 KSI (MIN) . 46 KSI @ SO TUBES F'c = 2500 PSI --'----------------- STUB OF 50 I.D. (SCHED 40) I . PIPE WITH S = 5.45 11\14 (OR LARGER) / 1 J 1 , 1 ""--------- STD SLIP L P JT SEE DET 1 L _1 , • - - 1--- 12"0 I.D. (SCHED 40) PIPE BY --7- 21'-0" LONG S = 43.82 IN*3 ---- (OR LONGER) --.. • ' --• / OUTLINE OF SIGN/COVER ,------------ ' / CCI - 0- \N r•-) UPPER 01 V) fl . = L " . til. • 3/16" • ° Ifr.--°' SUP - PLATE - 1 1-- -- — _-- STD SUP JT SEE DET i i--- - r-- 1 . ;.- 1 1 1 1 1 . 4• 1 t 1 1 1 1 I 1/2" PLATE x 11 4) 1 /2 X2 lidll■ II . II I •C-7f , 160 O.D. X 0.375" BY 20' 2 . LOWER 0 (11111 S = 43.82 IN*3 — , • DETAIL . , _ . N. T. S. i .. N N. • • I , I . . ...i ._____ 4. , • . CONCRETE FOOTING (DUG) _ - 4'(MIN) X 8'-6' (MIN) DEEP ■ -•., '' - "WOG '' . _4' X. 5' (ORIENTATION MAY VARY) 1 POUR AGAINST FIRM UNDIST SOIL- ------- --H-----L._ 7,, OREGON Ce 161 4 tt y 1 i se - ft KE0 . L- - _J I_ _ __J EX P 6-30-97 • ELEVATION 1/4- = ' A SIGN STRUCTURE FOR: BED, BATH & BEYOND /BORDERS DATE: 09-17-96 ALBEIT 1, ENNIEY, a. TIGARD, OREGON . . C LUMIN1TE SIGN CRAFT JOB # 96035BBBTB ONSLJIING ENGINEER 28825 S W GRAHAMS FERRY RD Tit nolnl\ azn Arlin RI 1 Ar 0 ..