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<br />~~ ,. <br /> <br />1'" <br />j <br /> <br />" <br />I <br /> <br />....,f <br /> <br />i <br />I <br /> <br /> <br />ROOF SHEA THING J <br />CLASS A SHINGLES <br />112' PL Y\.JOOO SHEA THING (4 PL Y) <br />NAIL 6' O,C, INTER <br />4' 0.(, @ EDGEST \.J /80 <br />NAILS <RINGS HANK> <br /> <br />12 <br /> <br />PRE -ENGINEERED <br />\.1000 TRUSSES <br />@ 24' 0,(' <br /> <br />14 <br /> <br />-FIBERGLASS INSULA TroN <R-30) <br /> <br />2 x 6 SUB-'ASCIA~ <br /> <br /> <br />, \~/ <br />X <br /> <br />(\f\ <br />/11V j(j(j(j( <br /> <br />. ~ SIMPSON ETA-16~-CEILlNG BOARD <br />- l.." "'- ~ UL. = 980 (8) 10d x 1 112' <br />~ HURRICANE STRAP <br />EACH TRUSS <br /> <br />L-----2'-O' <br /> <br />/ <br /> <br />BOND BEAMI 8x8x16 KNOCK -OUT BLOCK <br />\.lITH #5 REBAR CONT, IN <br />CONCRETE <br /> <br />STD, 10' HOOK itS REBAR FROM BOND BEAM <br />TO VERTICAL REBAR <br /> <br />. . <br /> <br />R-5 INSUL <MIN) <br /> <br />- (, <br /> <br />8'-0' <br /> <br />#5 REBAR VERTICAL REINFORCEMENT FROM <br />FOOTING TO BOND BEAM PER LAYOUT AROUND <br />THE STRUCTURE PERIMETER <br /> <br />112' TYP, BD. ON <br />P,T, 1 X 2 @ 16' o.C~ <br />, <br /> <br />wv <br />r-' IV <br /> <br />... ".. <br /> <br />., <br /> <br /> <br />#5 REBAR S TD, HOOK \.JALL <br />REINFORCEMENT AT ALL CORNERS <br />AND PER LAYOUT) & REBAR TO "-','1.-' <br />HAVE A MIN, 25 INCHE:) SPLlCE~ ~ <br /> <br />4' OF MIN, 3000 PSI CONC. SLAB <br />'../ITH 6x6 NO. 10 \.IELDED \.lIRE FABRIC . <br /> <br />,:R SY N T H[~:.C: : BE; :'EIN.~ Op::E~.EZ..)" .' <br />T · ~:"y .."?~~~ 3- MIN <br /> <br />L ~ 2 #5 BARS CoNT, \.1/2500 PSI <br />,2~ CONCRETE MIN e 28 DAYS (TYP.) <br />CLEAN COMPACTED SOIL POISONED { I <br />SAND FILL BENEATH SLAB <br /> <br />. <br /> <br />REBAR LAP SPLICE MIN. 25 INCHES <br /> <br />"'" <br /> <br />STRUCTRUAL VIALL SECTION TYP, <br /> <br /> <br />,''ii" I' <br /> <br />II <br /> <br />_.~'---- <br /> <br />J <br /> <br />- <br /> <br />.' 9' -10" / 8' / 8' / 8' -;f----6' -2"-/ <br />rf~-------~-------1------1-------=F---;~ " <br />I 1--------------------'----------1 I <br />I I I I <br />6 I 9 II I I I I ~ I <br />I I I I <br />I I I I <br />r · I I <br />I I · ,"" <br />I I I <br />I I I <br />I I I t I <br />I I I <br />t. I I <br />I I .~~ <br />I I ~~ I <br />I I /' SlV'\,-- kf I <br />81 - 3 II I I \~\~\Y\~(}JJ~ I,; I <br />. r0\- \l I (fJ C I <br />I I r\.;~r (fJ~...t'1/ I C <br />I I ~~\-;o 1)\ I I <br />. ~wv1'o <br />I I (V\\* I . I " <br />I I ~& I I " <br />I I I I <br />I I I I C I <br />I I I I C <br />I I I I <br />I I I I <br />t.1 I-r" <br />I I I I <br />I I I I <br />9 I - 5 II I I I I t I <br />I I I t I <br />I I I I <br />I I I.~" <br />L. I I I <br />I I I I <br />I I I I t I <br />I I I I <br />I I I I <br />I I I I " <br />I I "'". I .," <br />t-I 'SLOPE 4" I I <br />I I I I <br />]'-7" I I I I >::1' <br />I I I I <br />I I I I <br />I L_______________~---- ~-- ~ I <br />Li. .. . 1I~.____~_~ .., ,I <br />~----------t-t_------ f T-----------------~ ~ <br />I I I I <br />I L U I <br />~L=_==---1~ <br /> <br />, <br /> <br />~ <br /> <br />" <br /> <br />C I <br />C <br /> <br />" <br />'" <br /> <br />" <br />'" <br /> <br />C/ <br /> <br />~ <br /> <br />57' <br /> <br />" <br />" <br /> <br />, <br />" <br /> <br />t I <br /> <br />" <br />" <br /> <br />" <br />" <br /> <br />" <br />" <br /> <br />! <br />\ <br />! <br /> <br />/ <br /> <br />401 <br /> <br />/ <br /> <br />/ <br /> <br />~ <br /> <br />/L---_g/ -611 <br /> <br />/ <br />/ <br /> <br />18' <br /> <br />/ / / 11 - 4 II <br /> <br />/-) / V /: I c::: II <br />/ ,~-- ~::=J <br /> <br />7 / - 9 II <br /> <br />/' <br /> <br />-40' <br /> <br />____v <br /> <br />l' <br /> <br />REVISION <br /> <br />NO, DATE <br />1 04/30/04 <br />2 05/04/04 <br />3 05706704 <br />4 05/10/04 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />1 1 <br />12 <br />13 <br />14 <br />15 <br />16 <br />1 7 <br />18 <br />19 <br />20 <br />21 <br />22 <br /> <br />c: I <br />,~ <br /> <br />. <br /> <br />U. <br />~~ <br />u <br />" <br />c.:J~ <br />ZZ <br />~0 <br />~z <br />~eJ <br />r.r.J~ <br />Z0 <br />~z <br />c.:J~ <br />Z2 <br />~~ <br />>- <br />~o <br /><(ts <br />~Z <br />~C; <br /><C~ <br />~<{ <br /> <br />^ <br /><{ <br />on.- <br />---2 <br />C5> <{ <br />--- I-- <br /> <br />CD <br />o <br />CD <br />>-r'J <br />Or')' <br />W <br />Z<{ <br />Zo <br />w- <br />~cr: <br />o <br />.~ <br />3:LL <br /> <br />~ <br />~ <br />~ <{ <br />0 <br />- <br />U er::: <br />0 <br /> -...J <br />Q LL <br /> ~ <br />....... en <br />> -...J <br />-...J <br />- <br /><r: I <br />er::: <br />Q >-. <br />I <br /> (l <br />. w <br />~ N <br />~ <br />" <br /> <br />SCALEW 1/4" == "-0' <br /> <br />OR~8Y: NGJ <br />;; <br /> <br />",I DATE: 04/29/04 <br /> <br />(I' APPRovED BY, N. J. <br /> <br /> <br />\ t) gOUNDA TIOf\ <br />~, ~)'\ \\\ fA \~" <br />t,~\.~\PLAN <br />#- <br /> <br />IJ~P"" <br /> <br />AUT04:FOIJNDATlON PLAN fOR <br />DAVID CARR APRIL 2004 <br /> <br />f <br /> <br />r <br /> <br />f <br /> <br />LO <br /><.0 <br />..q- <br />(""o-J <br />I <br /> <br />LO <br />(""o-J <br /> <br />-- <br />r.r') <br /> <br />.-- <br /> <br />co <br />---- <br />>< <br /><t:: <br />LL <br /> <br /><..0 <br />C"J <br />co <br />r-- <br /> <br />~ <br />LO <br />(""o-J <br /> <br />--- <br />r0 <br /> <br />co <br />'- <br /> <br />---' <br />LLJ <br />I-- <br /> <br /> <br />