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�:.,...� ... n..+.:ayc_.,._.,�-.T'•_-• ,.:,,.->-W>.-:;•So--.x.yy_:+-�.. _ <br /> q S L <br /> r - <br /> at>. 79 <br /> "•a .8 ;5 <br /> tl, f •v r <br /> wcv-i. <br /> _ �t <br /> aj a_ <br /> J <br /> X ti <br /> Kr <br /> 'r - h Tid 36 2 - - iv- - ^�' ;r'pc-_G:"i1 ? t'r;:• �C_ 3,1j_:, <br /> i .:, _tfrc,. Axe � ,_,.ERi,.tt' - ,... ,ci.;.,<. R1 MOO) _G•.-� .... .. .. .. ..:;(.. _f>,rS Cf,;:,.._�i-- <br /> !:i :•t�'..=x.ii t {3i° -G e." Pads <br /> - f- ,: out! <br /> v lr tY- i'wy^ 5'4 eL Man, <br /> Lxn1•-a <br /> 5,00i, ..''E5 S 'he z.cr.. zC.i 4i nvim• j er '?ro•:9 <br /> ft,{>^pads an3 to be Walled!18t side d4!'1n,dLb-ad S je 4,p, <br /> The 9MWd WWWtits pods 5houja be ieyEod a5 smooth as po5sibie vitth all vagetatiun realaved. Pads to be{)srac-.CfJ On iUliy rnpaf.`:=r; C( <br /> uadis,urbed sW%M cw tnc L l line Or otherwise Protected from the efreclts Of frosi.Fcfer to NC 'aCSMNSi 22&1 <br /> !E'i t4,i1iiC.rc,i>i,Vl Li'li:{)8 Ciate!'i7L'!tt?d by trte rnsl3tit(8Gt!ired i`10<Ties`+Ni•ttt8tt set-Up ip5iftiC.lOnS or 8riy iOI]cti 6f Sfr..(?COt.:.S. <br /> i Ic openrail$bg vg.r]`irle ritii3inq o. r;i,�tt3`,pe side of the i=ads-ma i e filled v iiii sot qr sand after iri.'�`.r^ail-300i1 t.`o Pj_YBiltt an f ur iiT1Li?ailcl? ' <br /> i stagnant%tinter the Uad's. ~ <br /> _ A DirGl*;.ni penelt omelet`rmay be used to Lie(,_'!n^iine the rictuaaI soli iwai-liig value.•if no soil testing t�gWronient is a ailablw-use an zissurned soil <br /> i - <br /> I vaiuee ui'i 000 ibs.%square lboi. <br /> 5. All pad SiZeS shown at`e nominal dimensions and may vary up to 113'. <br /> T Tim maximuan defection in a single'Pad,is 5/8"rrlea5ured froiSl the high-ast poiltt to the lowest point ni the top lace. <br /> (INN T i; dual test resurits>yer,,,less p-,ar: <br /> "d{Dads we the same When using single stack or double star,;bloci:s. <br /> 9. 11e ha it tun;'{oad-at any intermediate Snii value may be.determined as the average of the oe>f love:and.red higharsoii value 91'r is:li e <br /> i #mils t>faioai+ <br /> 1 Q. if the F.OM6 manufacturer shoevs so{i densities greater then 3000 lbs_Wen using ABS pads,do Pall eYcssd 30(]6 lbs,soi!pier spar.•in4e4 per se <br /> up manual, <br /> FAD <br /> -1 D ARIA <br /> '�0 n)} '? �'�' <br /> ,•-•--___ y�:53:5i;:,• 1��11x. PAD �- _twritQ{''�..i`�`L•il.'.-_._.w..._:....�-o...l'f1J�wl' ,,. •^-- <br /> v x;F.S" i f'155-233hA6 06-i 000 288 so.in. —�_ 2006 lbs. 4000:ibs---- t ��a 00 i'>bs. <br /> _:,:: _ t _ <br /> �. ;v-i —� 6 s�.in• 25+.; 9bs. <br /> e{ SC9 w. 2867{dS, i 8000 Ei3S_ � �No?e`s. - <br /> v <br /> ---- _ - -- <br /> al 2.i' x 21 i%Jb-�.r]%trir�-��-��i�3 i �745 sC�.iTl. �l f-r'•Qi,sl lbs,-- - _ J80, �75 ..__ .. _,'2f'`�y'`%7L <br /> _V. •.,..,...._ ...`:__,._...__�_�)3 :t f�id ^D�J v 5�. i b7. _ - '� 9 - <br /> t WE- <br /> OVA ,s 'j i 5-111 r(t T u i -i .Flv s>J.:. r t3.i' <br /> ,.. :,�6 ,�.�.� . i{w � i .>:.� sq. i�,, �78.. 1rrs_ 3•_ 0 _ _ ... <br /> i FI�aa n i• ro` d r! t E lil.,i,1R- <br /> 1•r. � <br /> t:tr:i r a s,z 'ia15-� 6'"� 0� -��lf S _; tar _.-S:. I't'3s. _ t= _ <br /> ( •. ., u.. ,> , i IK.i'�t.fr•'1� •..i�, leis. �-- --- -• __ -.. <br /> # (u:<al21Y x20' -t1-ijT_05_j007 40u sa.in_ ? 2750 ihs. _gtic'lbs_ 1 5259lbs. <br /> `,f�,rw��. x 2 .:_..� '��`} :r;'�' r :�j` r — 6`q;"i.T__ _ 4f115.0�5s_ '_ >800- )s. Boo i 3. - <br /> i t. Awy i;r1G fiad :GrAgur<s<¢;1 rnW he L1Ss,d_ o replace c home i�lan:ifa ttliG'f'S(9 ?177n'lt';iC?vd::gil']C to gC'v itCr1 base p?_d. <br /> c 6' 'i CIIINi•,it:i to 27 2 5_ -t a. ;`'> <br /> i:c. !-1•_ ;��1ls. i �-��' 3i..s.t`iC#''9t3 21. m_d ncit e hKaNd lit thy'Stale ot,a,i.3Srta. <br /> e Sate (A 4{� all A83 pad;i shall not ii_^ive more Ella.i 3/8"deflection.See chait beloV:'for(jetzils on COiracl in5iailation 1,nn AJ( bati,2. <br /> 1�Vr 1.r•_ Sate i, 1�41(]rite'. �. -'-^� <br /> E XA1,,41PIL;: ii+t 3, 'sG"a tiun jAieb'waia.CtSiyl <br /> f Oval>lr»ra i wi.v. e{'e. <br /> y i��1:''i •`t+-. '-%22 5' i •",inm ��.:�,: t ✓,Sties',rr�V��5's' �,�{ti. <br /> ._.._...____._.._-__...---_...._.__.---..—r-- _._..--------- "'_'•- _.., -'' �a= :.rrs' fir; <br /> 3:.,;, rb;i';� .. art,:°� ;-`�-•,.`-. .,cry.. - _ <br /> .,.i ^;�` �%. '`:,''.- - "V'• 1 - .•,�k�;-.,Y.�"�": � ;f;,u;�_;��-�ta;- ;:�,'ts`2 '�y ,S�g1aF,'.',. <br /> ic.: •�(. `:� t -'..: ,yam•+, �.,'��,: ;;' .ns.> �r%"• - <br /> .._..�..•,_._.....:,•..-......--.,•,c-=..,...,.,.._d..-.u..,r.•....n,.-M.•..,.,--:-....-..,..-,-,-.-.,i ..,.`.:'' ia::}3<`:tY?;",M1„:y�'; :'.'??:^`'^F�,:.;;:'�A:.== ;:rF:i t,�i t} a_ <br /> ,Sa •�• '^•ii�s�'+-.' :'-.,�^r.'-.:'�✓'4iP:::Sw^•;,. T, M-t���'�![G[.'l.-{:�, <br /> k�?•` y�X�;.` <br /> t?['C -'J.t'."et_'i'„`S.}L^yry'1,i=2+``H-1'.t".:.,y �?i"."� .�• •\ Y jli rt. r '•%.,� <br /> ii''.`f ' i:;:`-,e.;=:,.:;K«..-'�i,'�!C'�.5:s"...�• •ti�, c_ ;G;•`'r; r";j'Jt o ,+ <br /> k'"Cr:��.��•��'.,x�.'-�V`_;^�'?___�t=F:^:t"`'_`g,r tom;-•3 ',.S.�Y.�.,,""i' - o^�•' _ - ' <br /> n:�'•;N,�IRMI'M <br /> 1:' •04j����.- •,�]': - _ >._ . <br />