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<br />NOTES, CORNER CABL~S DR R!!)GE~ BRACiNG SHALL BE USED O~ ANY '-'ALL NOT DIRECTL Y rASTE,~ED TO THE HO:..SE
<br />IN _CRDER TTo ~ESIST D.AGONAL STRdSES DUE TO '-'INDLDAD THESE CABLES SHALL EXTEND D!AGONALL Y rRCI1 EACH
<br />CD"NE~ ,ENS,oN SHOULD BE AD~USTED BY THE USE OF TURNBUCKLES TURNBUCKLES SHALL HAVE LOCKING DEV!CE
<br />TOT~R_VENT LOOSENING TH!S S,AIN"ESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH Tf-;[
<br />B~w ,0101 OF ,THE CABLE SHALL BE FASTENED TO THE SLAB '-'ITH THREE 1/4' rASTENINGS DR h.O 5/16' rASTENiNGS
<br />v.' H A 1/8 STRAP EITHER VALL BRACING DR TOP STRAPS SHALL BE REQUIRED
<br />
<br />CD COPYRIGHT AL-l.INC 1991
<br />
<br />&~~
<br />
<br />ALlI)///iVl0// STRlICTt/RES
<br />MASTER PLAN
<br />
<br />LhGl~L~Ir-G ~!L.l. T~rt
<br />CIVIL \ TIifVCylJftAt..
<br />~r(A'Plol'()C.l<~lNC..
<br />sor r""'.....,r oX UCoHS
<br />(913,.9. -~~06
<br />r AX (81J"89-5902
<br />I-BOO-7'1-3991
<br />ZS8 ',,'[Sf "lAM. AV(.
<br />V(NICE:. fL[Jl:! Q.A 3itZ8'
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<br />:--:5-1<;1<:'11
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<br />.6DDRESSING EROSIO~J
<br />POOL ENCLOSURES ONLY
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<br />SLAB DETAILS
<br />SwIMMING
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<br />NOTE:
<br />HO~E OWNER MUST BE ~tol)E ANAP':"
<br />OF THE POSSIBILITY OF EROSiON
<br />MID SHALL BE RESPONS,BLE FOR
<br />~toINTENCE TO FORESTALL FAILURE
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<br />STEEP SLOPE FOOTING
<br />3: 1 AND GREATER
<br />GREA T POTENTIAL FOR EROSION
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<br /><D COPYRIGHT AL-L ,NC, 1991
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<br />~r[.I"iIJCA.-...clNC..
<br />I A s:D" f"......( PHJG.Hl
<br />LJ (BlJI'9'-~~06
<br />~ 0 ~ ru (8131'89-5902
<br />~ d.1 1-900-1'1-3991
<br />0<. ~ \([$1 "I..... Avt.
<br />\(("1([, f'lOlOIDA l'~'
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<br />AL1I3//iV1I3/ STRlICTlIRES
<br />AlASTER PLAN
<br />
<br />i"." ~.t.:
<br />
<br />7-15-1991
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