Laserfiche WebLink
` t t: \ <br />`yj <br /> :# : <br />'V1�� ..+ __ _- � <br />���,�; i � STRU�TUi��,L TECNN�LOC-�1' GC>NSULTAI�ITS ING. ' <br /> � <br />{y r�j; i 1821 CONVOT �:OURT, SIIITE 40h,Sl�f I DIE's0,GA 92111 P40NE 1858)Y'.8-2400 FAX (858)Yl8-2d24 <br />:i'rf DESI6N GODE- IBL 2006 - <br />;;: <br /> ���_' urrits; pounds,feet u.no. PROJEGT: PROSPECTOR UQUIpATION,i.?JI 36TH STREET, EVERHTT,WA SHEET: I Oi� <br />:;?- WIND (wlnd gwcrns duignJ PROJ. NO.: 1384-23 DESIGNER: VH DATE: 0l-ml-OJ8 <br />`^!'. . . 6 y�� i , CLIENT: BEI�27 NEON SIGh! 5f5TEMS <br />`�i'� 6cpoare C ` � <br /> � . Dc�ignWindPrc:�u�ea (Pif) �2�-�• <br /> � � ��> Haighte; 15 26.58 �P' 3/I6 <br /> x� `-�'r n���. 20 78.14 <br />". ��.,o.. .. 25 29.39 � <br />`� '� � Arta Force Arm Momenf � � � � <br /> Y ;r io.� zc� zs zoo� TTP. <br />. .b�.; i 2.5 71 16.S 1193 �'.',� .•��'.�,�'.�,�'. . 3/I� <br /> `�..„ 15A 422 19.4 8V9 I - <br />:,:�q.':`.. 60A 1764 22.5 39682 '^ T7P. 3/I6 <br /> w . � .n - - <br /> Frofing 6uign r <br /> -;isc r,bi��eal.z a rofs d,a s«.�eoa.3.q TYPICAL SADDLE <br /> a B DE� <br /> Footirg Type: square <br /> Soil Presture(IOOdx1.33)� 267 6= 5.66 <br /> SI=Sxd/3 S1= 621 <br /> A=2.34xP/(Slxb) A= 1.68 <br /> dc0.5xA(b(1•4.3ixh/A)".5� 6.99 GENEiZAI_ NOTES FOR POLES AND FOOTING: <br /> � `'�r` � FormulaPerIBCSectioni8057.2.1 <br />`�1�`�''i: ' Footina siu: 4'-0" x4'-0" x7'-0 ' Depth I. CONGRETE ('e�250D PSI. <br />.�g y;r g ;�FEGI,4L INSPEGTICNI NGT REQUIRED. <br />.. .� . Golumn Dulgn <br />�'���•`�•�+ � Pipe5leel-ASTMA536rodeB � �. PIPc STEEL ASTM A53 CsRADE B. <br /> j;r",;; ; Mo��r or bm�(tt-ft): 51,058 L� 3. SIGN G�,BINETRY SHALL BE FAF�RIGATED IN THE <br /> +�„- :. a��,�Kas(��'): zos ,�.� SHOP OF ?N APPROvED PABRIGATOR. <br /> i ;��. � m a. SOIL PASSIVE P�ESSUR� SASED ON 2006 IBC <br /> S=Moment x12/(1.333'22000) <br /> 8 TABLE 1804.2 CLA55 5. SPEGIAL INSPEGTION NOT <br /> • H M 5 raq'd. Size(in) Iba/ft 1(in) 5 Q � <br /> _, � O.o 51,058 20.9 10.0 40.5 0.365 29.9 REQUIRED. <br /> 5. SITE I:+ NJT SUBJFGTEp TO WIND �PEED-UP <br />'gf 1;';;�„ ' cFFEGT lKzt=1.0: AS DEFIP;=_D IN SECTION 6.5.1.2 <br /> OF ASCE l-O�. GCNVTAG7 �rYsINEER OF .�CURG IF <br />`'^';!:�% ASCE 7-W3 Wind Loads <br /> SUGN EFFEGTS ARc PRESENT. <br /> 6.5.14 �=qh`6`Lf"As*w (w= ].3 If3C 160i.3) incladed in ceic of F b. PROVIDE SLOPE �^lAl' FROM BASE OF POLE. <br /> C+.5.10 qh=0.00256'Kz"Kzt*Kd"V"2'I <br /> Kzt= 1.0 (unless unusual landxape) I= I fo^elruchanl cotegory II <br /> Kz= table 6-3 Expos�re C <br /> Kd= U.85 for signs I= 500 (coretarrt for Lz.Table 6.�) ��/�/� ,. . /�/��\�. <br /> V_ 85 e= 0.2 �\.�\/�\ /,:\//�\. <br /> 6.5.8 E-0.925((1�1.7"gq`Iz"!y/(1�t.7•gv*Iz))or OB° c= 0.2 \�\ , /�� <br /> iz=c"(93/z)"(1/6) 0 � ,. �/ <br />, �� z=max(0.6"h,zmin) � � <br /> zmi�r_ 15 � � • " <br /> gr_ 3.4 � . . .(�oORqsy��'G <br /> gq= 3.4 <br /> Q=sqrt(f.0/(I�0.63*(B�h)/Lz)"0.63; 4 �.�.;�. �, � . � f <br /> „� °�o � ,fll: 0 1 �:�49 <br /> Lz=I•(z/33�"e � ' . Z <br /> sign ELEVATION _ lJ� � �.;- .' � <br /> elem.# h Kz qh G s/h d/s Lf pre+eure F O �Q� 142J � � <br /> I 15 095 :3.36 095 0.25 1.92 1.80 26.58 267 . ��hq�1 ,� <br /> 2 IB.75 0.9 14.15 0.85 0.25 192 1.80 28.14 71 <br /> 3 20 0.9 14.15 0.85 025 !92 1.80 28.14 422 E��s ��,2J27/oS <br /> 4 25 0.94 14.iB 0.85 025 1.92 1.80 29.39 1764 <br /> sum: 2524 <br /> �� <br /> _.. _.� _ _ , <br /> , -- - -- . .. � <br /> _ <br /> , <br /> __ . _ _ �= -_ •___-- -'- --` ---r�._____- c. .,.- 1 --- - -` _. v ._ _ _ __ _ _-__ - _ __ <br />