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~ Roor SHEA THING CLASS A SHINGLES 112' PL Y\JOOD SHEA THING (4 PL n NAIL 6' O,C. IN TER 4' 0,( ~ EDGEST ',.I/8D NAIL S (RING'=Ht-lNK) 12 PRE -ENGINEERED '..fOOD TRUSSES ~ 2 ,1' 0, C ' 14 -~ -"-.... ~, ~ 401 ~/ // /nBEPGLASS INSULATION (R-30~' ~/ / / ~f( (~ SIMPSON ETA-16~{EILING BOARD UL = 980 (8) 10d x, 1 112' HURRICANE STRAP EACH TRUSS 9 I - 1 (J II 8 I 8 I 8 I 6 I - 2 II r--,. ,===' .==~--===== · ======~,--==== · ===,; I 1- I I I I 6/911 j I I I I I I I I I I I - I I I I I I- I I I I I I I I I I I I I I I I t - I I I I I I. I I I I 8 I - 3 II I I I I I I I I I I 'UlI\\IIII1.Jwl I I I I . .)n-U-' (})2, , I I r · I \?c c..<)l.'\. S \ _ I . ~ ' ,,~ { \.7 _ If ~ J1..0. ft\~\~ - y~~fT' I I c~~;\lJ)'l S' I I I I aJ)\ Me/Iv I I I I I I I I I I I I I I I I I I 't-I ,-, I I I I I I I I 9 I - 5 II I I I I I I I I I I I II I_~ .1 I I I I I I I I I I I I I I I I I I I I I I I I I - r--- i-I 'SLOPE 4" I I I I I I I I I 1 7 I - 7 II I I I I I I I I I L_______________ ~ I . . . . t_______ -~ ---- r---------------- I I I I ~~=.:::: =~.I 2 ~ 6 SUB-FASCIA ~ /' /" /' 2 -0' BOND BEAM: 8x8x16 KNOCK -OUT BLOCK WITH #5 REBAR CoNT. IN CONCRETE :; TO, 10' HOOK 1*5 REBAR rROM BOND BEAM TO VER TICAL REBAR ( I . ~ R--5 INSUL (MIN)- - .' 8 -0' ~5 REBAR VERTICAL REINrORCEMENT rROM rOOTING TO BOND BEAM PER LAYOUT AROUND THE STRUCTURE PERIMETER 1/2' TYP BD ON P T. 1 X 2 ~ 16' DC." , . . ~5 REBAR STD. HOOK ',.IALL REINFORCEMENT AT ALL COFNERS AND PER LAYOUT, 8. REBAR TO HA VE A MIN, 25 INCHES '~PLICE 4' OF MIN, 3000 PSI CONC. SU\B 'JITH 6x6 NO, 10 '.v'ELDED '..fIRE FABRIC OR SYNTHETIC FIBER REINFORCEMENT - . -REBAR LAP SPLICE MIN. 25 INCHES , . 2 #5 BARS CONT, \,.j /2500 PSI CONCRE TE MIN @ 28 DAYS (TYP.> 4 ..... . ,. . ... . . . . 41,. ... T " . 4 ~7~~~Z<'"" '" 5 ' 91 CLEAN COMPACTED SOIL POISONED SAND FILL BENEATH SLAB S T Rue T ~) U A L w ALL SEe T ION T Y P , 5 I REVISION NO. 1 2 .3 4 5 6 7 8 9 10 1 1 1 2 13 14 15 16 17 18 19 20 21 22 . U. Z& )0--40 u .... C.= ~z ~~ ~ffi ~~ Z0 ~z OW Z~ UJ;f >- ~o <r:~ ~6 ~ (j) <r:~ lo-,<( (0 o CD >-rr:> On w z Zd w- ~cr::: o . --1 3;LL ~ <{ OD- ---~ ())<t ---I-- I. j I ! I ,;,', LO c..o ..q- 0-J LO 0-J ~ ,. ,,'~! .....---..... r-r) .-- (X) -------- >< <r:: lL- <..0 C""-J co r-.. ..q- lD 0-J .....---..... r-r) co ,---" --.J LLJ I--- ,", -I .~ ~ c4 ~ <( " :.{-1 0 - U er:: 0 ~ 0 LL ~ ~ (f) > ~ ~ - <r: I er:: 0 >-. I el- 1 W . c4 N ~ 8 I - 6 II 7 I - 9 II 1/ - 4 II 31 II 181 -40' :-~..- . I r -- - " . .. \rvJ( \ \\ 0(\C\ ~# -10_ -.,- ~ SCALE: 1/4" = 1'-0" DRAWN BY: NGJ DATE: 04/29/04 PPROVED BY: N, J. FOUNDATION PLAN AUT04:FOUNDATlON PLAN FOR DAVID CARR APRIL 2004 I _~ '~I ) ~. 't! ., I I j.,:;" ,'-~ .,I