|
<br />THIS PLAN WAS CREATED AS A DRAFTING
<br />SERVICE ONLY. THE DESIGNER IN NO WAY EXPRESSES
<br />OR ASSUMES ANY RESPONSIBILITY FOR THE
<br />ACCURACY OR COMPLIANCE OF THESE PLANS
<br />IN ANY FORM
<br />ALL TALL WALLS GREATER THAN 10'-0" TO
<br />BE ENGINEERED BY MATERIAL SUPPLIER
<br />
<br />A2
<br />
<br /><0
<br />I-
<br />fu
<br />o
<br />Zw
<br />al- a
<br />o-<{ r
<br />Z~ZO
<br />.n W a I
<br />v...J<Oe<)
<br />-1L r
<br /><0 aN
<br />wlL-<{-,
<br />O-<{J:<l.)
<br />z't a
<br />-<(e<) ~
<br />o~ '--'
<br />fiI-
<br />w
<br />J: >-
<br />-<{ ill
<br />a
<br />w
<br />2
<br />~
<br /><0
<br />W
<br />o
<br />
<br /><0
<br />l-
<br />II
<br />OW
<br />wO
<br />>2
<br />fil-a
<br />wO
<br /><OZ
<br />W~
<br />fiI--
<br /><0
<br /><oW
<br />1-0
<br />::t
<br />~2
<br />--<{
<br />fil-O
<br />...JfiI-
<br />...JW
<br />-<{J:
<br />.q
<br />@
<br />
<br />
<br />I,
<br />;r=cr::2='
<br />
<br />12-'-1
<br />
<br /><0
<br />Z -
<br />a "
<br />i= 't
<br />-<{
<br />> :::::
<br />w ill
<br />...J
<br />W ...J
<br />W -<{
<br />0
<br />0 <0 N
<br /><0 ,
<br /> 8
<br /> B '" N N
<br /> 0 ;; ,
<br /> ..-
<br /> lU ;'l , ,
<br /> l- N N
<br /> <{ Q Q Q
<br /> Cl @ @ @
<br /> I-
<br /> ~ ill ill ill
<br /> ;'!: ~ ~ s:
<br /> lU
<br /> ill Il Il' Il'
<br /> z
<br /> <{
<br /> ..j
<br /> lL
<br />
<br />
<br />r:::
<br />
<br />
<br />
<br />3
<br />
<br />-r
<br />
<br />_J
<br />
<br />"
<br />1]
<br />
<br />~DD~
<br />
<br />
<br /> ~
<br /> t-
<br /> O-
<br /> W
<br /> 0
<br /> Z cn~
<br /> 0
<br /> ~u
<br /> 0 ~z
<br /> Q~
<br /> Z ~Q
<br /> ~I-l
<br /> ~ ~cn
<br /> ~~
<br /> -
<br /> ~
<br /> ~~
<br /> LU
<br /> I-ll-l
<br /> Q ~ ~
<br /> ~
<br /> Z -<
<br /> ~ :t
<br />I <[
<br />I I 0
<br />I
<br />I I
<br />I -
<br />I I Ol
<br />I
<br />I I
<br />I
<br />I I LU
<br />I
<br />I I
<br />I L
<br />I I
<br />I
<br /> <[
<br />
<br />Ie" EAVE O.H.
<br />12" GABLE END O.H.
<br />
<br />
<br />TYPICAL TRUSS ROOF:
<br />ARCHITECTURAL SHINGLES
<br />1/2" OSB ROOF SHEATHING W/H' CLIPS
<br />PRE-ENGINEERED TRUSSES fi) 24" o.c.
<br />STD. ENERGY HEEL
<br />2x4 TRUSS BRACING
<br />R40 BLOWN INSULATION
<br />b mfl POLY V.B.
<br />s/e" CEILING BOARD
<br />TAPED 4 SANDED
<br />
<br />
<br />2xe SUB FASCIA
<br />TYPICAL AUL. SOFFIT
<br />
<br />[]
<br />
<br />~
<br />
<br />nJUdJ
<br />
<br />TYPICAL 2xb SIDING EXT. WALL:
<br />TYVEK
<br />1/1b" OSB SHEATHING
<br />2xb STUDS fi) Ib" o.c.
<br />R23 BIB INSULATION
<br />b mfl POLY V.B.
<br />112" DRYWALL
<br />
<br />':\' 1-1/8" TALL WALLS
<br />
<br />RIGI-IT ELEVATION
<br />
<br />5CALE: 1I41l " 1'~OH
<br />
<br />2Xb PT PLATE
<br />
<br />ll-1/e" I-JOISTS Ib" O.C.
<br />3/4" 0513 SUB FLOOR
<br />
<br />e',:\" TALL WALLS
<br />
<br />'/
<br />
<br />,1":;7 .~."." III I 1'- I .T II I I I I I ~ I I I I I I I
<br />V~~ ~ I I I I I I I I I I I.J L: L.J l-L
<br />-~ 111,1,111 I Ili'IIL.JLJLI
<br />I I I I I I I I I I I I I I I I I I IJ
<br />'./- -~ "^ I I I, IT I I I I I I I I I I I I ,
<br />/'" /- ' =--., "'-I I I I I 'I I I I I l.J L L.J I _I
<br />~: :;:/' "< I I I I I I I i I IIL.J L.J L_I
<br />~ ........1 I I I I I I I I I I I I 1,1
<br />,-" I T I I I 'I I I I I I I
<br />........ I I I L.I I I l.J L -' L J L_I
<br />,I I I I I I .J I I 1 J 1 J L.I
<br />1 1 I I I ,I Ii I I I
<br />" I I I , I I I I I I
<br />~ ,I I I L.J II L J L J L J
<br />12 --;/' "-J.111211111'1111
<br />-tl~ /'---' "'- IlL J I I
<br />1 ,1"- pi I I I I
<br />/ "l.'r-LJ II 1-' II LJ
<br />'" I I I I I
<br />,ILJL LJLJ
<br />"l I I I I I J L.I
<br />"- I -' .1
<br />"- 1 I I I
<br />
<br />:::-c=
<br />./'
<br />/-
<br />
<br />e" POURED CONCRETE
<br />FOUNDATION WALL
<br />I" RIDGED INS.
<br />
<br />L
<br />
<br />FORMADRAIN TILE
<br />WI CRUSHED STONE
<br />
<br />TYPICAL BASEMENT FLOOR:
<br />3" CONCRETE SLAB c/w
<br />FIBRE MESH REINFORCEMENT
<br />b mIl POLY VAPOR BARRIER
<br />COMPACTED GRANULAR FILL
<br />
<br />--'i-I I I 1 I Ly I'.T I ,-.J..Ti-i ~.I 1 I I I I L Y
<br />II'ILJLJI 1111 _' .111 1/
<br />I I I I ' J I I I I I I I I I I I /
<br />I I i I I I I I I I I 1 I I I J L I L /'
<br />I I I I I I I I I I, I I
<br />-II LI LJ LJ I I I I I I I V ~"
<br />I I I I I J I I I I I T I I I ~
<br />I I I I I , I I I I I I /,/",..-L--'
<br />I L.J I I I I I I ./--
<br />I I I J L J L J I I I I I J I I ---;7
<br />I 'Y I T I I , 7'
<br />
<br />~:
<br />
<br />
<br />/
<br />
<br />./
<br />/
<br />
<br />-/
<br />-::7/-
<br />
<br />=f
<br />
<br />NO SCALE
<br />
<br />,~ . ,~ 1'&j'~lF"fI,J;
<br />\ ~~~I :~~~!)t;p'
<br />1E ' ,
<br />, -; ~'=>LL__ j "}. _,_
<br />',f.W: 11"t~(\'I;
<br />'ff, , 7
<br />-~;;. - ~/\\ ..,
<br />;;,;: A ''illi
<br />"~ I~~fl
<br />,,' . 1~1~'~
<br />
<br />.,<i','
<br />.- \~
<br />" 'lL
<br />
<br />):",~w~,
<br />:)~,'Y.m =
<br />'~i
<br />'ill"I,,~t'JI
<br />:: rx,' - -~?t \ ;
<br />, II,
<br />A ~
<br />f ;..~~~!:j:'
<br />
<br /> ,
<br /> D ,
<br /> -
<br /> ,
<br />- "
<br />-
<br />
<br />D-
<br />
<br />-'
<br />
<br />D
<br />
<br />~-
<br />
<br />SECTION TI-IROUGI-I
<br />
<br />--
<br />
<br />" ~fliPl\"t\
<br />, ,"'IR,.'IiI'*'
<br />
<br />, IfL'2::::.Lu
<br />_ I !' ~tt]:I~j
<br />" 'i;\
<br />
<br />J t iiJ'i=~
<br />',;d "0 _;\-\
<br />, ,,~0.
<br />, fA
<br />I
<br />I
<br />
<br />~-
<br />
<br />" -r
<br />
<br />:-'-r '"F
<br />J
<br />:1' L
<br />'11
<br />
<br />LEFT ELEVATION
<br />
<br />SCALE: l/4!l .. 1'_011
<br />
|