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Plans . ,. ., , ... . . . i-- • - • 1 ' - 1 " 9 '0 II ... 1 ' -0" Pylon Display . , . . • KIPTte4‘. F T"'•' `P.t -'`'-'$' : N. • :. Internally Illuminated Cabinet Sign : .44 , -.„, I .,.: tr..:,.t4. -•,.'. . . • - Manufacture and Install (1) one D/F Illuminated 1 4 - kr,*-a- , 044 , 1 ,•-. ,-.' •.' • Pole Sign w/Separate Cabinets 1 14.;',. ' ;‘ ,6i.:'' ' ' ,-:',' f-1.444, •"- ;A ,/,';'' , ' , .. ' ' ' „ , .V.ti . ;.. .*r,t_i: ":..f ,..,,-; ,,., i:-,. ofr, KNA t,-i- - , . - - Cabinet ' t ! i w Ls . . , ::,,, 1 ' P ... : , , , ,..1 r , - .. i? ".:1 -:" ' . .:- ,,3' '■ liect#,F!? • '1 : ' ,;: . . 1,, Construction Extruded aluminum, 13" Deep yikt , - -1 - - ; :f . ; , ' ,1 ,.: , r Aft” --,,-,5,y, 't " ' ,` ' , , ' WI; ' -0. ' -,,! • ' '",,, ' •, Cabinet Color: Paint Satin Black f•••',, .;,,...-,-,. .„. ''... , . . ,., , ci.,4 :;1•4 ::,.. ,, ', ■°'17 , • ,,;!, Retainer size: 3" 0'. • 4 .,••: .'r g:. - Divider Bars: 2" - .177" White Lexan w/PSV Applied „..--. ,.0 . s ;,,, ,r..,Ktt.n ..i,:..-',,,,,,1„....,. ,,,,,t .Pi :' . , 1 A . ,,,.. ..,A44 il.. • ,,43,--:47. ,- `..- • . -,,', ,,,v ,p„,,_ 41 Ai4.4 7 '% '('''' qGraphic Colors: TBD • - 1 ; *vik.0 Acto4v4,, P4114,:' , .', Al -.0..,,: ),C,. 4 ,Z,, ,v,_. 4.•.,„,. 0,1 ..t.4 :• ,, • ,,,,, 800ma HO fluorescent lamps ..d ..',,,. ' •Tk‘ -,,,,,"- ,-,:.ci.1,:g44,3 .., 1 ,V4hrtt F7,0ie i.,, •,,,..., ,,,, ,,,,,,, k';',e0•00, ,r1;;;, V4,;,'"e, ' !': ;I ',':• K'4 ' :•,•,i, ;...- ,.:,,,,, 2 4 t ir0 ., ,-; Le.) , !7,1t, '. '.. 6 w. ,* Construction c i : 12" Square Tube RetroFit .T. _.] • ' i 0 apiiceu Existing Posts . ap,-;4! vt fl. ",. !' -At,' , Color: Satin Black 1 $11 c;.4 ' :;••,i',i-v.,,,..:• - • : ilki $4,-------:c ..,'• ..: ryeZ VP.. 0•4*I'' t 4 -4 • _ ,A,,g,,,i, ,..: 'V,43',',.4.1 :1;44■14,4 :44' 4t ' ''' Installation ___......-- .; ' ,, :•-'vf.:;; • .p , Install EST. 1900 , , , , ' VA ,1,,.•.! SI ''';' , ,,,,- , ' ° ' ,•,,4,' 1`1ll: Cut off Existing Cabinet and Engineer 4..:I. /0 RUG AND CARPET CLEANING 1 6 v'''', :',"..-.t',N; %- to Fit co —,?:;`,.:. ,••`'....-4';' );.0 '.,,,,,;,,,, , - • '1;:3.,! . ," ,.. ir;••i'•, ,1,,,, . • •', -,',.:"7 '''•4:',',- •W'46,4'.., Colors : ' 4" • , -'Z , v. " I:','.*.'. "7 — VIC 'I ,•,,," f: ; ------ . — 4 'W; :''. , , , , 1 . - ,:' •:k.,.' ' ,k,.. •2..! ,„ ` r.' ,7 teiltly,..,, ' ' \ ' " .,•'-' ; • ', ••• - '', ' •• •.,•., I '...0 ' .;!;,,!,Cte* ,- 0 - ' •,#. ".. ' ''' , "L'' •-,.."• ''' ' • ,',- .. ,'"'"•`. "•,1 A . N ■#, ''.'-' . 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G1 0 0 7 3 0 7,2 0 r (”) > - ,„ .,, 2 . o n . e rTI ,< CI PAUL 70 • r r 1 s< 70 • 1 ' 1 ;1, 1; F i : 1 n . ' - 13 ' 5 9 •-s 0 -8 - 9 - •• . O -• n = In < cT Gi 0 r IA oT 0 to 7 7 (, 7 .--..,„ -„, a j 0 ° 0 CHATZ ..7" m - 0 in 7 --I i m _,Q) -1 i•-, n 7J .4 .. 4 .r1 g pLI1C -. '2, • . r -..y.. ....., ii) c n FURNITURE '-' 7, -'' ,i_ 2 7) o 6600 SW Bonita Rd Tigard K M " . c . , -. T°4 . ; t, ,= C °-. 7 5 -t] f. " L '. Tigard, 0R97224 97224 m i , -is ■, Ei* :: -.g 5 G) m 0 i ,„ - a, , • .• F'-) h) 0 Fi .:,. . g 2 ^ ' E , z xi et.v. F ' ‘ f ,,..... .. . ; .• r''° , 1 p, 'LOADING: • DESIGN PER 2006 INTERNATIONAL BUILDING CODE (IBC) 4 WIND: IBC . 94.5 MPH, EXP B MAXIMUM HEIGHT (h) = 30 ft (3second gust) IMPORTANCE FACTOR (I) = 1 K1 = 0.53 (ASCE 7 - Figure 6 -4) GUST FACTOR (G) = 0.85 K2 = 1.00 (ASCE 7 - Figure 6 - P = qz *G *Cf : K3 = 1.00 (ASCE 7 - Figure 6 - Kz qz I P(psf) h Kzt = 1.00 (ASCE Eqn. 6 -3) 0.57 11.08 1 = 16.3 0 - 15 ft Kd = 0.85 (ASCE 7 - Table 6 - 0.62 12.05 1 = 17.7 15 - 20 ft Cf = 1.73 (ASCE 7 - Figure 6 - 20) 0.66 12.83 1 = 18.9 20 - 25 ft B/s = 0.507 13.60 1 = 20.0 25 - 30 ft s/h = 0.5917 0.2B = 1.80 ft FORCES: Fl = 0.68 *(3883.6) = 2641 lb Width Height to Height to Area Wind load Force Height to Moment bottom (ft) top (ft) (sq. ft.) (psf) (Ibs) center (ft) (ft-lb) 9 27 30 27 20.003 - 540.07 28.5 15392 11 25 27 22 20.003 440.06 26 11441 11 20 25 55 18.860 1037.3 22.5 23339 11 15 20 55 17.717 974.41 17.5 17052 11 12.25 15 30.25 16.288 492.71 13.625 6713 2 0 12.25 24.5 16.288 399.05 6.125 2444 I I E = 3883.6 E = 76382 r ., SIGN POLES: (Double Pole) M = 38191 Mu = 1.6M - }' Case B = 51940 (with 20% offset) j Fy = 46000 psi 4Mn = 0.9 *Fy = 41400 psi , Ili Mu = 83103 ft -lb Z Teq ' d = Mu /QiFy = 24.088 in3 ti i Try an 12x12x1/4" HSS with a plastic modulus of 53.7 inch3 I. , )P <<. .9: ' PO ? 11 Z = 53.7 in fb = Mu /Z = 18571 psi <41400 OK - I Use Existing 12x12x1/4" HSS sign poles I • . EMBEDDED POLE: (IBC 1805.7.2.1 NonConstrained) I-o -I M 33.864 k -ft Applied moment minus 0.6 resisting DL moment t°SIGN ELEVATION NOT TO SCALE P 2.641 k Applied lateral force, kips h (eff 12.82 ft distance from ground surface to P, ft q 400 psf /ft allowable soil -brg Table 1804.2, psf /ft q= 2(150)(1.33) =400 'I' 7.7 b 5.66 ft 68" dia. or diagonal dimension of a 4.00 post, ft S -. 4 d (estimated) 5.50 ft ESTIMATED embedment, ft 5.50 for pressure ,, -• • _ - --- 41) * Allowable w/ 1/2" movement at g r o u n d l i n e 3 ` . t , G ( ' 4" - ''. for 1500 psf soil bearing {-y, Y UNconstrained 51669 S 733 psf q *d_est / 3 vol = 3.3 yds A 1.5 ft 2.34 *P *1000/(S_1 *b) Total DL = 15 kip OREGON o y7 " d 5.37 ft A/2 *(1 +(1 +4.36 *h /A) ^.5) 0.6Mr = 18 ft -k L. t. f OK UNconstrained �� ' Use Existing 4' - 0" square x 5' - 6" embedment footings l EXPIRES: 06 -30 -2008 9570 SW Barbur Blvd Sign Foundation -Paul Shatz Furniture ' Suite One Hundred Project Name Project # 071271 -I Portland, OR 97219 - 5412 6600 SW Bonita Rd., Tigard, OR 111 �? Location MILLER Client Security Signs CONSULTING (503)246 -1250 JH s/� 12/13/07 ( of 1 ENGINEERS Fax: 246 -1395 By Ck'd �t Date Page •