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DCPZP-2011-00412
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DCPZP-2011-00412
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8/26/2011 10:12:54 AM
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7/27/2011 2:31:25 PM
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DCPZP-2011-00412
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<br />WALL FRAMING OVERHANGS <br />FLOOR BY I" <br /> <br /> <br />30 YEAR, DIMENSION IV SHAKE RESEMBLING FIBERGlASS SHINGLlES <br />15# ROOFING FELT <br /> <br /> <br />Xi' 05.B. ROOF SHEATHING <br />ENGINEERED ROOF TRUSSES AT 24" O.c. <br /> <br />FOAM ALIGNS WI SHTHG. <br /> <br />R-44 BLOWN.IN CEILING INSULATION <br /> <br />CEMENT PLASTER SURFACE <br />COATING ON EXPOSED <br />RIGID INSULATION <br /> <br />U) <br />lLl <br />tY:: <br /><( <br />> <br /> <br />I" AIR SPACE (MIN.) <br /> <br />20L <br /><(lLl <br />00- <br />LLO- <br />= tY:: <br /> <br />.., <br />o j) <br /> <br />METAL D.EDGE <br /> <br />2xG SUB.FASCIA <br /> <br />G" ALUMINUM FASCIA <br /> <br /> 1.- 1m mlllllllli;iilll 4. 4 <br />FINISH GRADE ,111111111111111111111111111 ., <br /> 1-111-111-11-11 " <br />I 12" DOW INSULATION BD I~ =1111 11111111 ., <br />FULL HGT. OF FOUNDATION '" <br /> '1111111111111111111111 " <br />WALL (R-7.5) <br />-=111111111111111111 <br /> .,.. <br /> "-=111= " <br /> . . Ll <br /> <br />ALUMINUM SOFFIT SYSTEM <br /> <br />DBL. 2x I 0 HEADER, TYP. <br /> <br />VINYL WINDOW <br />VINYL SIDING (4" EXPOSURE) <br /> <br /> <br />FOUNDATION-WALL CONNECTION <br /> <br />;;{ G" O.5.B. SHTHG. <br />2xG STUDS AT I G" O.c. <br /> <br />SCALE: I" = 1 '-0" <br /> <br />G" BAn INSULATION (R-I S) <br /> <br />WALL FRAMING OVERHANGS <br />FLOOR BY I" <br /> <br />FOAM ALIGNS WI SHTHG. <br />(SEE 2/A5.1) <br /> <br />CEMENT PlASTER SURFACE <br />COATING ON EXPOSED <br />RIGID INSULATION <br /> <br />FINISH GRADE <br /> <br />I 1/2" DOW INSULATION BD <br />FULL HGT. OF FOUNDATION <br />WALL (R-7.5) <br /> <br />8" FOURED CONCRETE <br />FOUNDATION WALL <br /> <br />#4 REBAR, 18" LONG AT <br />FOUNDATION WALL AND <br />fOOTING CONNECTION <br /> <br />4" FVC BLEEDERS AT 8'-0" O.c. <br />CONNECTED TO FORM.A-DRAIN <br />THRU FOOTINGS <br /> <br />I 2" WASHED STONE ABOVE AND <br />OUTSIDE EDGE OF DRAIN TILE <br /> <br />fORM-A-DRAIN SYSTEM <br />lEACH SIDE Of FOOTINGSl <br /> <br /> <br /> <br />1'-10 1/2" 1 <br /> <br />~ --l j: <br />ftJS2 <br />" :c u.J <br />:c <br /> <br />,."."...,,: <br /> <br />. <br /> <br />Q <br /> <br />- <br />cr, <br /> <br />9 <br />f... <br /> <br />i1J :2'& <br />~ <[ ILl <br />~ 0 lL <br /><[ \L 9::; <br />> '" oL <br /> <br />.... .:0 <br />4 <br /> <br />. . <br /> <br />....... <br /> <br />.... <br /> <br />..... . <br /> <br />.": <br /> <br />4.. <br /> <br />,"4_ <br />. < <br /> <br />. ,.a.. <br /> <br />~. <br /> <br /> <br />.4," <br /> <br />.< <br /> <br />l <br /> <br />.... <br /> <br /> <br />f <br />I <br /> <br />0( <br />iO <br /> <br />iO <br /> <br />TYPICAL 91 WALL SECTION <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />%" DRYWALL <br /> <br />Yz" DRYWALL <br /> <br />VISQUEEN VAPOR BARRIER ON <br />ROOM SIDE OF WALLS AND CLGS. <br />(G MIL.) <br /> <br />%" O.5.B. HG SUBFLOOR <br />I , ';\," DEEP ,'JOISTS <br />AT I G" O.c. <br /> <br />b" BAn INSULATION fiLLER <br />AT BOX SILL (R-I S) <br /> <br />~ ELlEV. ~ 8'-S" TOP OF WALL <br />2xG Sill PLATE WI <br />Sill SEALlER <br /> <br />(2) CONTINUOUS <br />HORIZONTAL REBAR <br /> <br />10" ANCHOR BOLTS <br />BY CONCRETE CONT. <br /> <br />3" CONCRETE FLOOR <br />SLAB OVER COMPACTED <br />FILL AND VISQUEEN <br /> <br />$ ELlEV. ~ 0'.0" TOP OF FOOTING <br /> <br />I 2" WASHED STONE <br />8"x 1 G" CONCRETE FTG. <br /> <br />~ ~ ~~~ <br />q B~.Q'i::l~"ti <br />." !::: i'iO · ~ .1l" ~ <br />~ "]'~ 9.. 5 .... l..'; <br />~ v ::i ~ ",,;:j ~ <br />~::: ~ '-' ;;; ~~ <br />~~M~15 I::~,..,,;J <br />~ '[~ ~ ~ .g ~ ":l <br />.~~...gt:;~~~ <br />~ <:)~.... 'lJ G -.:; 'qj <br />~G '" !;l ~ ~ @ '" <br />8.s ~ .g9Q tl. '" ~ <br />2...... <:l ~ t: ~ "ti"~ <br />.... 0 t:: '" ~ :J ~N::l <br />M ~..\oi $) :;; '" ~ Yl <br />1~~~~.s41ID'~ <br />~ l:l ""~ .s ~~ <br />!ll .g Sf E-;; il'l...... ~ ::i <br />~~O\~~q~..t:l <br />1l"':.~~'~~:S <br />"" Jllij::: <II.$:! ~ 2 <br />":l '-' -<l ~ to;" .,.. <br />S ~ ~ .... ~ q" ::s ti <br />-s.~ ~ "'.Ci -s ~ ~ <br />.;':"J~ !4~-':;"'" >..;.:::J <br />~tq"",oo~ <br />~=~.g~:::J=8 <br />8~~",~~"" <br />~p~~~~i'i <br />_ ~ ~ ~ il ';j "l,~ <br />q ."" '" ....<::> "tl ~ <br />"!l""1l,~~il~ <br />I::i.., ~ ~'!::-~ '" ~ 'tJ <br />~~~o~,,,,)I.!t)~ <br />'lJ <J:i!::\; " <br />~~:::)O]~~~ <br />o <br />'" <br />ZI!:lN<<) 0 <br />:2!S lUf'- (\J <br />"':;!! sUJ E G) ('f) <br /><-11~U) C'<l 8 ('() (J) <br />'-"... to . "f'.. <br />01::...;<:::;: on"fN <br />:z=~ V:;5- Q,)"t" . <br />'o'oii~ ~5~(() <br />.i}<A.... to ~ .l:: <<) Zb <br />t\: U) € 0 . <br />~t.".....'...."".. 11 " c '" "" <br />;9.<'. _ \5 t;:: .. 0 <br />I~;:::J ~ 'l.) 'll <..D <br />\'=1L'Q..c:2.. <br />,"";'.;?~ 0 = S tt:: ~ <br />:n'oJ: ~Ou... <br />o <br />'" '" <br />c <br />..... <br />..... <br />o ~ <br />Ill' <br />;., <br />..... 'B <br />g .~ <br />O';;j <br />",<5> <br />~ Ei <br />~ ~ <br />(j) 1:: <br />C9 iil <br />c ~ <br />'" ~ <br />..... '" <br />~ t:'l <br />'" II <br />~ <br />- '" <br />.....J} <br />c <br />I]) 11' <br />Ei .~ <br />I]) :li <br />0., .~ <br />o <is <br />rl <br />I]) <br />~ <br />I]) <br />'" <br /> <br />en <br />W <br />::;s <br />o <br />::r:: <br /> <br />..6 <br />Z <br />g <br />I:J:... <br />I:J:... <br />W <br />~ <br /> <br />--.J <br /><C~ <br />5(f) <br />--.JZ(f) <br /><cO--.J <br />U\-<C <br />O-U\- <br />I:!~ lLJ lLJ <br /> <br />~ (f)O I <br />. <br />. <br />~ <br />'" <br /> UJ <br /> U <br /> z <br /> UJ <br /> D <br /> - <br /> tf) <br /> UJ <br /> ni <br /> UJ ;:: <br /> 0) .s <br /> ,ij <br /> <( :] ~g: <br /> "'~ . , <br />.> ~~~ 1 <br />~<( 'g ~~8 <br />~ ~ a." <br />~(j) .3 $ ~ ~ <br />"',.'" <br />Drll.wnBy: <br />S.V.M. <br />Scale: <br />AS NOTED <br />Date: <br />07/25/20 I I <br />Revisiuns: <br />07/22/2011 <br />Sheet#: <br /> AS. I <br />
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