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Plans (27) 6/9? TU5:06 FAg 509 3 27 0 $ 8 1 2769 nUNG ELECTRIC SIGN CO 002 aJ /24/ 24 7 TU8 1 7:0 FaZ 801 48 YtSec 'u 4 rvnLuanm wv at/20/97 FRI o9:51 Fab 5o3 274 27a9 YOUNG EL SIGN CO 044 BOISE Jager stsisi • via via $truobnal Engineering Calculations for. McDONALDS TIGARD. OREGON. ., ..,n.S d....•W....,.. .. ,.... , . CIF POLE SIGN Index Title II. 1 • ipedfleatlrms _._ 2 %Ind loads ......00.3 Steel Column ..-. 4 • Fooling 8 Drawing _ .._.._.... • �P 40 , V g r 1 vi‘ Alb .• fir. vi•.. .�.. .. . .. ,, ..�.. . a eaoN I I ' kr - LI 30 0 ,n Young Electric Sign Company / Balsa Division Roger Huber (208) 345 -2882 $Tgn erekeertogao (C) 1884Ye0R9 Mosaic $o company 06/ ?4/97 TUE 15:26 Fa% 5 2a$ 769 �(3UNGinL 'SIGN CO' �OOS d13 /Y4 /�T TtJB 1T S O1 a8 801 J 8 YiS� -�-► -► rultuLamL ley v da/2o /97 FRI 00 ;51 FAX 503 274 276e YoUNG ELECTRIC SIN Co 494 BoISE A8'y cow 1:10 pm, SPECIFICATIONS Pralect McOONALDS Descript: Difg POLE SIGN Design and fabrication according to A15GASD, eel tenon- Plate, angle. channel, tee and wide flange: ABTA A3s_ Round pipe: AM A53 Grade B or equivaleftt. High strength bogs: ASTM A325, bearing type connections (snug t1 hb• Welding... Design end fabrication molding to AWS AWS certificetton required for all structural welders. BMOC electrodes for MAW processes. F7X-E O( electrodes for SAW processes. Concrete... Design and construction aadording to ACI 318.89, revised 1992_ Compresdve strength at 28 days. foil 2,500 pet minimum. Concrete poured Into constrahred earth excevat airs must cure under proper onndittons for 4 days ',North sign for inctetlatton- For pier and 08i8s0n fordIng.s, con e1e must be poured against undisturbed earth. Maintain a minims.. 3' cone cover over all embattled steel. SisSuarloSO is94Ydog oat& sisn GcrpaM 06/44/97 TUE 15:06 FAX 503 274 2769 YyOUNG ELECTRIC SIGN CO fm 004 Y 49/24/97 TUE 17:02 FAX 801 483 0998 ESCO 444 PORTLAND 46o 08/20/97 FRI 08 :62 FAX 603 274 2769 YOUNG ELECTRIC SIGN CU 444 BOISE _a084. • aaks7 1:10 PM WIND LOADS Project Ado r1 • - Desaipr D/F POLE SIGN Ref: Uniform 8uhd na code 1994 Basic Wind Speed 80 mph, UBC figure 18-1 Exposure= C fiat terrain, generally open for 112 mle. Cr 1.4 signs, flagpoles aid Ilgfdpoles, UBC table 16-11 Calculation of Design Wind Pressures Helgrit : (4s) (Ce) iCcg wind Pressure 0•15: 16.4 1 14 24.3 pal 20: 18.4 ' 1.13 1.4 25.9 pal 25: 16.4 1.19 1.4 27.3 psf 30: 16.4 1.2:9 . 1.4 i 282 psi 1 8 .4 1.91 . "•.... •' 30:0 PST" ... .... • 40: . 80: 18.4 • 1.43 1.4 32.8 psi 80: 16.4 1.53 1.4 35.1 psf 100: 16.4 1.61 1.4 38.9 psf 120: 16.4 1.67 1.4 38.3 psi • 160: 16.4 1.79 14 41.1 psi 200: 16.4 1.87 1.4 42.9 pet 300: 16.4 2.05 1.4 47.0 psi 400: 184 219 1.4 50.2 psi Seismic Load Comparison • Seismic Zone= 2 UBC figure 1642 ay 02 I= 1.0 standard structures Cpo 2.0 UBC table 18-P, signs Wp= 15.0 pd. typical sign box with structure FP= (Z)dHCP)(WPP 6.0 pbf sign eardnollag • 1 (0) 1a94YO mg canpm 06/84/97 TUE 15:07 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 1 005 t'6/24/97 TUE 17:02 FAX 801 48S 0808 YESCO +r. PORTLAND 0005 06/20/97 FRI 09 :52 PAX 603 874 2769 YOUNG ELECPRIc SIGN cc 444 BOISE -Wier • 8!5197 � .. ..4r%p ._ 4 .•I • • 4. e.h•I•' Y........ . .. . .... 1:10 P11 STEEL C_ N DESIGN _ Ptojed: McDONALDS Desaipt GVF POLE SIGN _ Ref: Manual crawl Conshudnon, A/SC 90? Edlhon Areas Subject to Wind Formes Wahl W/dlh Area Centime: Wind 1) MoDonalds es 2 . 17.0 25.8 . 2) Motionaids Keystone 34.8-' 12.0 - 24.3 3) Escutcheon 0.87 8.00 4.5 10.5 24.3 I 4) MclDunelds Readerboard 2.00 10.00 20.0" 9.0.' 24.3 1, 5) Support Pipe 44/ 4.0� 24.3 6) 7) . i 8) Calculation of Design Forces at Critical Heights y01) M yr) V Gil) Y 0 M(#) V( ) Q grade 213 / 2.161 10.00 8,062 1,873 . ... •. • nMra►•••.•r...nw•i• . .... �. 14.00 1.866 622 Column Support Design Table *of &drum Column Length Start End Sleeve s ad lb cols Type 5'$a Bev rev Depth li LL' (. 6,1' Lam) 1 P 8°(.322) 15.2 0.. N/A 8.80 19.0 1 P 41.227) 4.0 10.0 14.0 N/A 321 22.8 / • Allowable Bending Stresses column Column Weds Std increase factors 1.00 Type 8'(322) dft <3300/fly so._ Fb= D.86Fy= 23.1 ksl - P P 4° {.237) d/t 433001Fy so... Fb= 0.68Fym 23.1 ksi / Ste SestredliVLO (ci los4 Young Sect& an Ca,sahy 06/24/97 TUB 15:07 _FAX 509 274 2769 ONJNG ELECTRIC SIGN CO 006 816/24/97' TUE 17:03 FAa 801 484 0888 YSS O +4w pommanD woos 06/20/97 FRI 09:82 FAX 503 274 2769 YOWG ELECTRIC SIGN CO -w+ ROM • 8/5197 tin PM LATERAL BEARING PIER AND CAISSON FOOTINGS Project mcooNALDS Describe. D/F POLE SIGN »..• �..,.. «. • ......4, . « ... „ ... Ref, r . � • &M M. Code 1994 - 1808 8 Footings° 1 Moment/Footing, Mo 26.827 �Ib-ft MISS bat boll res, hrm 200 psf Composite t.:enlroid, h= 1220 It Equbr Concentrated Load. P= Nllh= 2,182 Ib ngelar Pier Width, Wes 4.0 ft, paial(el to sign face Length. Lo= 3.0 ft, perrpendlcularto sign face Depth, Da (AI2)(1+ SCR(1 + (4.98h)!A))= 82/ R • S1= CA(q)(or2)= 701 of be Sgrt(W"2 +110o 5 0 R Aa tutor)/ (S1) b)= 1.5 • ' Y Foundation Bearing Check Allowable Bearing Pre ur 1 ,33D pd. 1994 MC table 16 -1 - -A, at grade Square sign Wt= 1,117 Ib Base Wtt 0.341 Ib Area= 12.0 sq ft q maim 872 psf. soli OK, with depth increase Concrete Volume Oafalde Width of Columns 8.825 In Depth of Column in Footing= 8.2 ft Volume of Concrete per Footing= 22 cubic yards (+.) TeRa1 Order Vobene of Conciete= 2.2 aDbic yards (4-) • ilingneertrag 3.0 (C)1090 View Webb c 8T9811r -08%24/9 S TD 17:03 PAX 501 OSU769 aUNG ELECTRIC SIGN CO 4� PORTLAND g of�007 08/84f57 15 -18 .208 245 3084 YESCO + +- SALT LAKE CORP I001/001 , - to' la /J" ,y • y 874/2" 11uI r. %. `,\ / \\\ \ ...... «... .• , I /2" /NICK / \ I A - 0... .5/ FPO Hass ti- ,,,, fl 52/4 I/ 2"/ /i ,� IT M AIL A . a - {; A 1 �s HA/ II I -_ $P 2 01.1561.010 N 2' i c 8" �( 1'0 a• /8" 04711:5 FOE , v 1 / 2' O Asf ^ —�•� g Z,A1.E;1 /2" - I '• i ...•Unr.w. ••.... ,� .an. , i (4) 5/8" 9FIOLr5 - - 7••: � A - " -■■'_ .I fi/ r rn A �• i FOC 6 aw :N 1020 X01.15 . A: : it A --- ----- / 4" AMMO Mid , t . • -• 3h V 'A1L G ELEC. TO SIGN WALE: // 2 " • 1 - / 8" a. T5 P 1 n � 3 p F � E't�� tl7 i1 � C � G�i ``!!�� �����/ � CC �� ���� O e � �� `�� > \ MGnO[�V.17 5 'VAL %IVVY F►fV/(•'' ..._ WIZ: I /4" + 1 •AEGOH vM I 1t '3