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� • 05,��91/1994 11:15 5036956154 STEIN STEIN PAGE 01 CL?. `1`7— 0079R / SUDS- r.�JC TEIN IG� Installation • Service • Fabrication Neon & Electric Specialists 39810 Crown Point HWY Corbett, OR 97019 (503) 695 -3220 ®$ Pos100 FA)( G PC3 c t r1 cv F ibk1 � s LJJ /N' P6Pr. E° �N6 R o �u�� 13165 sit) PAUP fi 176 n1LO oat .q - /}ND /,4/G Si6A SK/LO/J6 r6/21,41-7 2 1 1.e 'Sr SSE f '' �,v & F02 77/41 G�Du � � co, E J £. S X L.060 S/6.0 2 0/0A / ' i 4 )(, 2cfiao 62 LM D RAS& /iccipc 1 ttr -Hco SreEwcrffe4 - C.9 L S BRACK/MA) /116 r arL Fool(s06 I S C OWG( -6 V 5 x 6 '3° D660 CA u (P fir ( -(40 f V1412.771 Q vC-s1 ohs o 2 Cott- 1n4cam,, • 05/01/1994 11:15 5036956154 STEIN STEIN PAGE 02 1::/04/97 i%_..:: 454: . ?!.::C 'Linage la 002 nil BRACKMAN ENGINEERiNG, INC. P.7 aOX 507.4 EUGENE, OREGON ^'4C5 -09'07 PPIONE: (541 .343-86 FAX (54i) 4B&411 :1 EMAIL: brackmenSlr , tip. pi cnT. . STRUCTURAL CALCULATIONS for Sign Foundation for Tigard Burger King at Tigard, Oregon for Stein Sign Afe;_r 8 .9 7...\/ . ;S. - f 1 � f M r,: ,. EXF.RES i /33-. 12/03197 • 5 Pages 5 oF 5 - 05/.01/1994 11:15 5036956154 STEIN STEIN PAGE 03 12/04/97 12:09 0541 388 1820 Mt.Bach. Village Z003 D B1RACKMAN ENCINERINC, INC cum 4 5TIE011.1 ill 11111 433 WEST 10TH AvenUE imoi•ga EOCENE, OREGON 97401 ' ., a% caLcuLATeDim \N-k 11111 ' ' 1 :- DATE ALAS:14A 11 1 1111 S031434613 MX 9:111/212400 PPM , ., ., I 1 I I I ; . • I I i I 1 ! I ; I I i ; j i ! i • . • . .. i i I . i ... I I I I - , f I : ! ! 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I I I . ! . • ; ; • ; i • • • . . _ • - 05401/1994 11:15 5036956154 STEIN STEIN PAGE 04 12/04/97 12:10 e541 388 7820. Kt. Bach. Village I 004 PAGE 2 OF A' • r .-- .... 3RACKARAN ENGINEER :Pa:i, INC. i P.O. Box 50$0)1 E!' ere, OR 97405 1 Phone (541)343-B613 Fax (541)485.41 1 EMAIL: brackmanc € rm.m.m.w------ - SIGN FOUNDATION CALCULATIONS V )ritBRoc nErlLNasvq, oa nQ.swr NNW r►?r:paswi, CLIENT. STEIN S!ON PROJECT TITLE: TIOAR!I BURGER KING DATE: 12/3197 PROJECT NUMBER: 2721 IMND O N R ---- BASIC WIND SPEED w 80 MPH WIND STAGNATION PRESSURE = 16.4 PSF WIND EXPOSURE (B OR C) = C HEIGHT ABOVE WIND FORCE GROUNDIFT) (PSF) HEIGHT> 0 , BUT <: 15 24.3 P1EIOIIT > 15 , BUT <= 20' 25 -9 HEIGHT > 20 , BUT <= 23' 27.3 HEIGHT > 25 , BUT <= 30' 28.2 HEIGHT > 30 , BUT <= 40' 30.1 HEIGHT > 40 . BUT <= 60 32.8 NEIGMT > 60 . BUT <= 80' 3S. i 1 NOTE: WINO FORCE IS BASED ON A Cq COEFFICIENT OF 1.4 SOIL DESIGN CRITERIA SOIL TYPE, PER TABLE 18-1 -A OF U.B.C. = 6 LATERAL BEARING STRENGTH= 267 LBS /SQ FT /FT OF DEPTH BELOW NATUFL‘ GRADE I • MASSIVE CRYSTALLINE aEDROCK. 2 = SED/MENrARY AND FOLIATED ROCK, 3 s SANDY GRAVEL ANDYVR GRAVEL.. 4 • SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL Aho CLAYEY Gp4 VEL ^.,:.AY, SANDY CLAY, SILTY CL4M CLAYEY SILT rNC''E: A nWABLE LATERAL BEARING PRESSURES FROM TABLE 18 -1 -A HAVE BEEN INCREASED 33% FOR WIND, AND DOUBLE° Pa t °OOTNOTE *3 4 1 ., 61) 11 :;12 EXI`IREJ 12/31/97 05/,01/1994 11:15 5036956154 STEIN STEIN PAGE 05 12/04/97 12:11 11 841 388 7820 Mt. Bach. Village Z 005 PAGE 3 OF 'j BRACKMAN ENGINEERING, INC. P.O. Box 50801 Eugene, OR 97405 • Phone (541)3438813 Fax (541)485 -4113 EMAIL OracIonert eleportcom . SIGN FOUNDATION CALCULATIONS V 18978ka el anOosriwii, I. 0t No trim NOZ/ wrlis alIMES= ......■.J elIENT; STEIN SKIN PROJECT TITLE: TIIGARD BURGER KING DATE 1213197 PROJECT NUMBER ZT21 . _ _ . - WIND FORCE & MOMENT CAWUlATI _, DIST. u]oT, 6.10 MEN T FROM UNIT TOTAL FROM TAKEN GNO. TO • WIND WIND GNO. TO ABOUT ID WIDTH HEIGHT BASE AREA FORCE FORCE CENTROID GROUND NO. (FEET) ( FEET) ( FEET) (SQ FT) (PSF) (LESS) (FEET) ( FT - LBS ) Al 0.8 8.3 0.0 5 24,3 123 3.2 386 A2 8.0 4.0 6.3 24 24.3 584 8.3 4.848 A3 0.8 1.6 10.3 1 24.3 31 11.1 346 A4 8.3 8.1 11.9 67 25.9 1.744 16.0 27,821 IA5 0.0 0.0 0.0 0 0 0 0 0.0 0 AS 0.0 0.0 0.0 0 0.0 0 0.0 0 A7 0.0 0.0 0.0 0 0.0 0 0.0 0 AS 0,0 0.0 0.0 0 0.0 0 0.0 0 AB 0.0 A 0 0.0 0 0.0 0 0.0 0 'A'::. Li L.0 0.0 0 0.0 0 0.0 0 11 0.0 0.0 0.0 0 0.0 0 0.0 0 2 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0 Ate 0.0 0.0 0.0 0 0 0.0 0 A14 0.0 0.0 0.0 0 0 0.0 0 A16 OR 0.0 0.0 0 0.0 0 0.0 0 -.- -- .. _ TOTALS 96 2,482 33,401 EQUALS 2.402 1.83...T 13 5 FT. ABOVE THE GROUND 1 N * - ` \ a % : A � \ / / r � - \ i.. . » N9' "` EXPIRES 12/31/97 • 0510111994 11:15 5036956154 STEIN STEIN PAGE 06 12/04/97 12:12 W541 388 7820 Mt.Bach. Village m ow; PAGE 4 OF :. BRACKMAN ENGINEERING, INC. P. o. 2= 50801 Eugene, OR 97406 Phr.ns (541,243-2913 Fax (541) 4854113. EMAIL: brackmanflteleport.com SiGN FOUNDATION CALCULATIONS 0 !XV grationew Em eemg DE Ne army WW1 WINO pylak Ow CLIENT; 'STEIN SIGN PROJECT TITLE; TIGARO BURGER KING DATE: 1213/$7 • PROJECT NUMBER: 2721 UN- CONSTRAINED FOOTING CALCULATIONS kest.) • ASSUMED DEPTH OF EMBEDMENT = 62 FT. D a DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL DIMENSION CF SQUARE POST OR FOOTING = 5.8 FT P = APPLIED LATERAL FORCE = 2,482 LBS. ( sASED ON A WIND SPEED Of 60 MPPI AND AN EXPOSURE FACTOR OP C ) H = DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF "P" = 13.5 FT. S1 a ALLOWABLE SOIL BEARING AT 113 THE DEPTH OF EMBEDMENT = 551 P.S.F. (BASED oN UBC Soli, TYPE 6 ) i " (i3a'P)/(S1•b)= I i, ..T E(eslcs - CALCULATED DEPTH OF EMBEDMENT • (AI2)11?(1.4.361MIAr.5) = 6.2 FT. CfFFERENCE BETWEEN 6(est) AND o(caIc) = p.0 FT. (A NEGATIVE NUMBEP. MEANS THAT a(.st) IS NOT .DEEP ENOUGH, A POSITIVE NUMBER MEANS THAT d(.ar) IS TOO CieeP) 0 I 345 5 9 *y .) f i l .!.. _. Pik N COQ; EY';RES .2/_ I9r