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Plans t p2 - UU - zn, • Grp RECEIVED JUN 15 2005 CITY OF TIGAnu BUIL STRUCTURAL CALCULAT 4S UIVIyION FOR SHELL SIGN CORNELIUS, OREGON -- SIGN FOUNDATION -- 0.D PROFF /o 12,187 OREGON e 0 v0 ✓L � r t e . tiN E. NOR EXPIRES: 12 / 31 / Contents Details A - B D1 - D2 Contact Person: John E Nordling, PE Calculations C1 - C2 ��'■® BERRY- NORDLING SIG P oject SHELL SIGN, CORNELIUS ENGINEERS, INC. Client: MEYER SIGN Proj. No.: 05 -345 CIVIL- STRUCTURAL Date: MAY 2005 By: JEN Sheet No.: COVER 3607 SW CORBETT .AVE.. PORTLAND OR. 97239.503-227 FAX 503- 227-7784. bneng @e -z.net L , S'- 24' 4' -1' 24' ■ ■ Zn k -- i • O 8 N , „...----STEEL COLUMN (BY OTHERS) �r 0 TYP 2 4' x 24' x 6' CONCRETE PEDESTAL TAL r . ' .tF," FOOTING S' -1' x 6' -2' x 4' -0' DEEP tt . W/ (4) •4 VERT 4 (3) "4 TIES `t (TOP, BOTTOM 4 MID HEIGHT). - �� PROP I I ' - 0 ' I'-0. . G� � *0I NEt+,9 / '9 I. �I 12,187 4 1 • • S'-1' OREGON 6 0 4 SIGN POLE / FOUND4TIDIV "O ,1/4/ U 4Y i6 e t\3 E. NO EXPIRES: 12 / 31 / Em ile BERRY - NORDLING Project: CHEVERON SIGN, JANTZEN BEACH mom ENGINEERS, INC. Client: MEYER SIGN Proj. No.: 05 -143 CIVIL - STRUCTURAL Date: MARCH 2005 By: JEN Sheet No.. D 3607 SW CORBETT .AVE.. PORTLAND OR. 97239.503-227-7783. FAX 503- 227 -7781. bneng @e -z.net VT — STEEL COLUMN (BY OTHERS) BASE PLATE 4 ANCHORS (BY OTHERS) L. 1 "4 x TIE aTOP in .}� `- ° ri --- - --- 7 — a -- • I I • ° ° I ° ° 1 ° (4) "4 x 3' -0' VERTS CONE EACH ° I • ° a ° ° ° ° a CORNER OF PEDESTAL) eI ° ° 4 e � • II I a °I4 a° ° o / _ ��5:1 PROP /o Q 12,187 S9 OREGON IS 0= DETAIL tiN F. NosA0`• Of I EXPIRES: 12 / 31 / mime BERRY - NORDLING Project: CHEVERON SIGN, JANTZEN BEACH •c••• ENGINEERS, INC. Client: MEYER SIGN Proj. No.: 05 -143 9_... .. i_ % _ .,i CIVIL - STRUCTURAL Date: MARCH 2005 By: JEN Sheet No.: DZ- 3907 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, FAX 503-227 -7784. bneng @e -z.net Wind Spec 80 mph 852' Exposure : C Mean Height : 26 ft qs : 16.4 psf Mean Ce : 1.20 Cq : 1 WP : 19.6 psf Signs width height hx P M in in in lbs ft -Ibs A 85.5 194.5 215.9 2.269 40.822 Pole 1 10 117.5 58.8 160 785 Pole 2 10 117.5 58.8 160 785 Total Wind Load 2.590 Overturning Moment 42.392 8 Q Equivalent Moment Arm Height (ft) 16.37 N I N , r i - - -- ' 1 4.: ________: . F ®"■® BERRY — NORDLING Project: CHEVERON SIGN, JANTZEN BEACH ____I'"'"' ENGINEERS, INC. Client: MEYER SIGN Proj. No.: 05 -143 IL )( .�L I CIVIL - STRUCTURAL Date: MARCH 2005 By: JEN Sheet No.: 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503 -227 -7783. FAX 503-227 -7784. bneng@e -z.net Footi ng Footi ng continued Overtumin Total Dead Load 33,235 Ibs Passive Soil Resistance 10,300 Ibs Wp 2,590 Ibs MOVER 42,392 ft -lbs MRES!ST1NG 116,208 lbs Resisting Moment Factor of Safety 2.74 ok Co luinn Soil Bearing Pressure Weight 37.69 plf Height 26 ft MAPPLIED 4,739 ft -lbs / ft # of Col's 2 P DEAD LOAD 3,872 Ibs / ft Sign Eccentricity 1.22 ft Weight 5 psf Height 16.2 ft SBP ALLOWABLE 1,500 psf Width 7.1 ft Wind Increase 1.33 Footing Weight 145 pcf SBP AcT 1,388 psf Length 8.58 ft SBP ALLOWABLE 2,000 psf Width 6.17 ft SBP CHECK ok 0.69 Depth • 4.00 ft Soil Passive Pressure 150 pcf Weights Column 1,960 Ibs Sign 575 Ibs Footing 30,700 Ibs BERRY - NORDLING Project: CHEVERON SIGN, JANTZEN BEACH ENGINEERS, INC. Client: MEYER SIGN Proj. No.: 05 -143 • E' .:J 1 CIVIL- STRUCTURAL Date: MARCH 2005 By: JEN Sheet No.: C-z 3607 SW CORBETT AVE.. PORTLAND OR, 97239,503-227-7783, FAX 503 -227 -7781. bneng @e-z.net . .�, _ - 4 65gnHissourrics „_______ 62 , 1 x 6135 District Blvd. • Maywood, CA 90270 v } - , 1 � ' 800.423.4283 • Fax 323.560.7143 Website: www.signresource.net TYPICAL lx PANEL TYPICAL 2x PANEL ID Sign j Pecten image only, always on top - ' i , _� , _ Restcnuront 4 Blank l x panel (Preferred) ' May be omitted based on site conditions. ; _ 1' - Food Mart Open 90 Hours Foo • I 1 �_5,� i ix Primary Copy panel(s) as req'd �. - -- 4, r J z ,' Regular 0001 ; Car Wash Easy Pay 'Q'4.) _ +` � ^ 3-panel Price Sign q _ ._�___ _.. . 10000 1 — * Auto Care Diesel Premium ®® ®0 ' ___ __ _ - --- .... - - -. .. - iT - - .; 1 Di- 100(11 5 t � lx Secondary Copy panels) as re Brushless Wash I 1 -- l 4 -_.. Diesel is separate cabinet /face. PRIMARY SIGN PANELS �' '� Water s i . Pay CO Pump , _ _.: T i (Custom Copy) SECONDARY SIGN PANELS 1 A E : 1 1 ri n n7 __qY q li rii=M 1 ,-N 0/ . , . , .... ( .'vJ • • . oc•ke 1:5 to 00 ....„...ff'A) ,e....-..(t Q .: __, ,....‹...:il 2.01 _____ 0,... \,...............____....-.•.-.-." ----- ,-,' # . _.---- ..„-- .-k. . ,,..,. •••• N • 3.02 N , .._ _ .-•-- "..•.i, ,----- ----' • 3.01 \ 10.05 • t ..,-- - • - 3.02 3.01 -- • .\ ,..-- /4 .......... •Ii: / , ( ; . i 2.05 . if , n 2. 2.01 , , 1. : • Ar)c- \ \''' 13.05 4. 4 s 3.04 7 v. I i T-0" MAX. AvE ,.-).. .08 OvERHANG- Tyfo. 0111 10 .,. .4 ' e. l il ( 2.10 2,_6‘.../- exiS1"6* s 'e„ it .% e„ / ,..,. 1 i,\ AC2' ...ins , n t , I t il ■a 13.01 „ (2.02 i ...... - a e ,;';/ N e„ /, 13.03 .-- • 0 5.03 10.03 44 .-4‘ .-.‘ o ..1 .• v. 1 A , / ' • ■ . 0 -1 - . • ., /./.-'', .0 . . ...- - , , /6 41) , . . L.- ---- ...-- !„--- ? \ ;I\ , 6) (2.08)-- \o' ''' . /•' . 4 ,,, <,. . , r r ' ' ,,, ../ 0 % e„ 11, -,.,.../. A \, „, ,\....... \-,----. ,..---- -- -----00- 1 2.09 ir / -.. ., ■ . 1 0 ,:,:' AD) . .f •A'• • 2.04 ,•". '6„ ---■,„ - iii; A4 0 ,:/ei .(/' •,' . , .. !a *, .:- s , A ‘ .•,./ , 11 , ,,,* ,„, ',' 4 1) 4' / 10.01 ,■4&■\._ 1 * ,// 4. ....- 3.01 4 ,,;:/,„'' 1 • t‘ / . / :::: :.-, •,:', •,%. ,./ ,;., A4■01*..........„_,Illi• ..-. , 4 " . ././ 1004 /02 \....__, J. 2.01 ■ ,--::-:",'-' .•;:' , i . cot o „,.. .....„,,, 4 ,... , t .... .. -4. i -, 4- ■,- - • 3.06 `', _.. .-_••• - .4%,_ 5.02 0 I., . .-.•••••• - - • 3 Ir. • '\. \ 1 .... - • • • • • - . 0 „ / \ .4 .- . 0\0 .:::.:•:- R 25 et).--• \e 11L-;.--- . .... • . - . 2.03 . - /8 • < -0. • • • • / 4,t\i- 16.02 ; „,..,,e it f V ...-- U 5 „ 0 §) ,,-, •.4. II /-(2.02) AI* 1 Ars Niti 5.03 a • 13 ,...... ,,..0").:......„ ::::::: 01 4 , . 5.02 0.1 in /-(3.0S) -I • . w• 0 vv top, 10.01 . • :I:- la - A : T 1 ' 1 : .,...-../ ....., \ 2.05 \-( 2.01) .. .\.:•• : v• 1.■-•-■-.. 71 11--- ____ 11..■ 1 _ 4, _ .S, l?.7 ' _ _ . . . 1 \ • V kk i( 3.0e ) / R.• 16 I 3.02 1 • t . . i __----- 1 ri) __ - . ? 3.09 \ --v. I • 1 t . 1 3 .: ..... :. . :.,,: \ \ e \. II 10 SPACES * 9 EA. a SO - 0" 1 3.02 1-ka• 1 I 10.01 (13.04 R. . 3'-0" 44 ,;:_:......\.$:_..:., a, b .1 i . 6 IL . .1 2,01 '':'-'.-:-:-:::-:-:-:-:-:-:-:-:-: '.-1.:-.-: .-:-:-:-:-:•:-:-:-::: . - ' .... __............________ ..............-.•.-.. ... ........... i -- - .-( * . ,..................... ................ ,,,, „:„.......,_..\„\\\\,..\\, ( 2.01 . ( 4.01 H GE NoTEE SITE PLAN ) SCALE: I" • 20' -0" • , / .../ 1. ALL WORK SHALL CONFORT1 TO LOCAL AND REQUIREMENTS, INCLUDING BUT NOT LIMITED ' CURRENT EDITIONS OF THE UBC, UFC, UPC, NE " • • •••• • • • •••• ••■■■ ■••• • ••• A •I• /a •IN • •••••••• 1 I, IT .1 •••• • li■ ••,11■ AM, A 0 •••.■,. 1•••• IP