|
<br />FOUNDATlDN FOOTING HEIGHT FTG, BOnOM MINIMUM
<br />LOAD T4 \,./IDTH REINFORCEMENT 1
<br />CONDIT ION VI
<br /> 0
<br /> I
<br /> STEM VIALL FOUNDATIONS in
<br /> .-
<br />t STORY 8' 16' 2 It 5
<br />2 STORY 10' 20' 3 It 5
<br /> MONOLITHIC SLAB ON GRADE EXTERIOR FOUND
<br />t STORY 16' 12' 2 It 5
<br />2 STORY 16' 16' 3 It 5
<br /> MONOLITHIC SLAB ON GRADE INTERIOR FOUND
<br />t STORY 16' 12' 2 It 5
<br />2 STORY 16' 16' 3 It 5
<br />
<br />
<br />MINIMUM ALLOWABLE DIMENSIONS FOR FOOTINGS
<br />
<br />@
<br />MONOLlTt-lIC FERIMETER
<br />FOOTER
<br />~~
<br />co
<br />.0 I
<br />2 # 5 ROO~ ~_.,' "--;-
<br />J t ",-,,--
<br />- '~"11' "'..
<br />
<br />l' -4'
<br />
<br />@
<br />STEP DOWN BEARING
<br />FOOTER
<br />
<br />...L-.-
<br />
<br />
<br />2 #5 R~~~
<br />J1, - 4,t
<br />
<br />----L
<br />
<br />co
<br />I
<br />
<br />"
<br />,-
<br />,
<br />
<br />c3
<br />o
<br />U
<br />u)
<br />
<br />@ @
<br />STEP DOWN NON-BEARING INTERIOR BEARING FOOTE
<br />FOOTER
<br />~\0
<br />1 # 5 ROD-
<br />J1 ' - 4,t
<br />
<br />----L
<br />==
<br />co
<br />I
<br />
<br />---L
<br />t
<br />co
<br />I
<br />
<br />.
<br />,-
<br />
<br />2 # 5 ROD~
<br />J1' - 4'~
<br />
<br />.
<br />.-
<br />
<br />@
<br />MONOL/Tt-He PERIMETER
<br />FOOTER
<br />
<br />--L.
<br />
<br />
<br />
<br />3#5IWD~~ !
<br />J1' - 8,t
<br />
<br />CD
<br />STEP DOWN BEARING
<br />FOOTER
<br />3 #5 R~~
<br />
<br />1 '-8'
<br />
<br />--L.
<br />
<br />co
<br />I
<br />
<br />.
<br />,-
<br />
<br />T
<br />
<br />@
<br />INTERIOR. BEARING FOOTER
<br />
<br />---L
<br />
<br />3#5ROD~
<br />J1'-8'(
<br />
<br />.
<br />co
<br />I
<br />
<br />"
<br />,-
<br />
<br />FOUNDATION PLAN
<br />
<br />SCALE 1/4"=1'-0"
<br />
<br />>I< CONTRACTOR TO VERIFY ALL DIMENSIONS AND MA TERIAL SELECTIONS PRIOR TO CONST.
<br />ole THE SAFE ALLOWABLE SOIL BEARING CAPACITY FOR PURPOSE OF DESIGN IS ASSUMED TO BE 2000 P.S,F,
<br />(STEMWALL FOUNDATION)
<br />NOTE: A foundatIon survey shall be performed and a copy shall be on the site for the building inspectors use
<br />Or all property markers sholl be exposed and a string stretched from marker to marker to verify required setbacks
<br />
<br />
<br /> J-s:j-2'-B" 20'-B" 5'-8" -~
<br /> -5'-2"- . 5'-B" - .
<br />roo ~NDOW 0 0 0 o -r
<br /> ~--------------~
<br />~ ,- - - - - - -@ - - - - - --, ~
<br /> I II (1YP.) MAX. SPACING @ 8'-0" II I
<br />in in
<br /> II IN FOURED CEl WI 2511 OVERlAP II f
<br /> I FROM FiG. TO BOND BEAM "0
<br /> 1- #5 VERr. $ DOWEL
<br /> II II
<br />t I/@ @" t a
<br />0 B5% COMPACTED TERMITE TREATED 0 I
<br /> I AND TAPED OVER ClfAN I in
<br />in II in .-
<br /> VAPOR BARRIER LAPPED G~ 1/ ~
<br /> II FIBER MESH ON G MIL. 1/
<br /> 0 GXG-I 0/1 0 W.W,M. OR .
<br /> II 4" (3.000 F.S.I.) CONC, SLAB WI II
<br />. II @ II .
<br />CJJ CJJ
<br /> I I
<br />".;t ~==============iJ ".t
<br />
<br />
<br />o
<br />
<br />
<br />6'-10"
<br />
<br />
<br />WINDOW
<br />
<br />o
<br />
<br />2'-(,' I-
<br />
<br />I~
<br />
<br />6'-2"
<br />
<br />I-
<br />
<br />--l
<br />
<br />12'-8" -~
<br />
<br />o 3'-0" oi ;~:~ It 3'-0" ~~ -
<br />r-------------------------, T
<br />I r----------------------, I
<br />
<br />I' @ II 0
<br />O .1"i0 'I- I.,
<br />r ~ 'I !b'
<br />______________________J I I I
<br />
<br />________________________J I i
<br />I I
<br />I ,
<br />! I 0
<br />I I
<br />I I
<br />0[:
<br />\f:.Y I I
<br />I ,
<br />I ,
<br />I 1
<br />I r
<br />, I
<br />I I
<br />, ,
<br />I 1\- 3' 8'" -1 I
<br />I I 0 0 ;- -r
<br />i I r-------, :::
<br />I 't------, I .1
<br />L - ',- - - -, I '0 -~l
<br />~f- 5'-[0'1 T!O '( :0
<br />,,--,_ I 1 Cl" I
<br />1 -l,ZI-
<br />I iI' ~TtO
<br />I "'_lJ ,0 ~-
<br />_ __-1 I
<br />o 0
<br />
<br />50'-0"
<br />
<br />37'-4"
<br />
<br />bJ
<br />I
<br />':q. -
<br />
<br />2'-10" 16'-9" j' 5'-3" -
<br />
<br />roo' WINDOW ro r------lO
<br />
<br />r------------------------ --r------l----------- -
<br />
<br />j-- - - ------ - - ------ - ----~-l-- -- ---:.-T -------
<br />I I I I I
<br />! li.n! i I
<br />I I ", I
<br />I I I
<br />I L______J
<br />I i -~ 2'-10" f-
<br />--+1 11'-10"1
<br />-..-1 I 19'-10"
<br />o ll@
<br />II A
<br />I I
<br />I I
<br />, I
<br />I I
<br />I 1
<br />I I
<br />I I
<br />, I
<br />, I
<br />I I
<br />, I
<br />I I
<br />I
<br />I
<br />
<br />
<br />
<br />
<br />
<br />10'-1"
<br />
<br />DOOR
<br />
<br />r
<br />
<br />@
<br />
<br />o
<br />
<br />I
<br />
<br />.
<br />en
<br />I
<br />n
<br />
<br />(X)
<br />r
<br />i---
<br />
<br />r-
<br />r-
<br />
<br />
<br />(TYP.) M . SPACING @ 8'-011
<br />IN POURE eEL WI 25" OVERlAP
<br />FROM f G. TO BOND BEAM
<br />1- #5 VERI. $ DOWEL
<br />
<br />.
<br />o
<br />
<br />.-
<br />I
<br />in
<br />
<br />t
<br />-t
<br />I
<br />".;t
<br />
<br />.
<br />o
<br />I
<br />i---
<br />
<br />
<br />95% COMPACTED TERMITE TREATED
<br />AND TAPED aVE!?, CLEAN
<br />VAPOR BARRIER LAPPED G"
<br />FIBER MESH ON G MIL.
<br />GXG-l 01' 0 W,W,M, OR
<br />4" (3.000 f,S,!.) CONe. SlAB WI -
<br />
<br />J;'-B"
<br />
<br />
<br />
<br />.
<br />~
<br />,
<br />n
<br />N
<br />
<br />26'-2"
<br />
<br />
<br /> n
<br /> 0 n
<br />l1l I 0
<br />N I
<br />~(() f'-..
<br />--1 Q) Q)
<br />~I'--..... ~ >- +' +'
<br />0.. <( 0 0
<br />~CO <( 2 0 0
<br /> ..-l (\J (Y) ~
<br />
<br />. .
<br />= >-
<br />&! ~
<br />CIJ
<br />z 2
<br />-
<br />!:I <t
<br />- LL
<br />==>>
<br />fa
<br />t:I N
<br />.... W
<br />en
<br />CD 0.-
<br />a. 0
<br />=
<br />II: ~
<br />a.
<br />
<br />..
<br />.
<br />
<br /> tJ ~ ~ >-::: vi ~ ci
<br /> ~:s ~ [>1 <t
<br /> (:J ~ ~ w
<br /> >-..JII < ~ ~ ~
<br /> ~~ ~ L? ~
<br /> ~ro <( >- f- ~i U Z
<br /> ~i5~ Vlffiro ;:) - ;:) 0
<br /> o ~, ~ ~
<br /> i!: U
<br /> ~ ~iS i~~~ "" z
<br /> J - cr w ;:
<br /> <(g:5 .. 0.>-<( J, rl ~ <(
<br /> ~8~ ~ ~cngj CJ u ~" cr
<br /> ~ ~ . D
<br /> ~ CI1
<br /> ~~m~~I~~3 > u.' ~
<br /> LL Z ~
<br /> b 0 ()
<br /> o~ lJ..cnl1. Z ~ cr ~ LL
<br /> ~~ wg, O:i:W {l
<br /> w ~ e is z
<br /> ~ ..i' "'r~~ ~ <( 0 CI1 0
<br /> (:JCJIlfl'so.. 00.. VI iJ :J 0 F
<br /> ~~ F (f) z in ~ ~ cr
<br /> 0
<br /> - ~fIl U(f)Z :5 0 a.
<br /> 0<( (S ;:)-0 53
<br /> ~&l f= 8(f)F a. ~
<br /> - ~~~ [~d ~ -l Z
<br /> U
<br /> ~o~ ~~5 ~ ~ in
<br /> m~~ffi~,~~~ -~-
<br /> ;~~~~ ~~~ 0 m
<br /> ~ ~ :>~~i5 ~:5w.. ~ m 0
<br /> ...
<br /> . ffi<(~FVll1.j!:~
<br />~ ~ ~ ~ ~~ fa rn ~ j!:
<br />I ~ G~og~~Jg ~
<br />ixl z
<br />.- g ~ w r(~ N ~ g ~ ... a
<br /> o Cl: ~w ~11.i5 I- ~
<br /> Claw Ow ~ <t~
<br /> S ~ ~~i~ :~8~ ~ Zi]
<br /> ~5 0
<br /> ;:):;: ~81!:0j!:~LJ w Z
<br /> e, <
<br /> cr ~o
<br /> ~~ffi8 9~ .00 ~ ~u CI1
<br /> ~>-~ gs !J~B 0 f-
<br /> 0 Z
<br /> g'" IDroa z l1. roW w
<br /> ~;:)tJ53<( u~ ~ [j (5Cl: Z
<br /> w<ftwa:Q~OJ~~ i[~ 0
<br /> u Cl l1.
<br /> Kl~<(::lI:::a:: Ow VI ~
<br /> r= ~~~~ ~~e;~ <( z ~g: 0
<br /> OJ ~ U
<br />
<br />
<br />
<br />
<br />oj
<br />. .
<br />. iii (L ol \LJ t'--
<br />!: ~ llJ ~ l.O l.O
<br />-- :::J Z 4:: (f) ct)
<br />Z 00:fi(f)~
<br />"' UZct)-1(f)
<br />... . \LJ en u... __
<br />In IU...J <t: "1"
<br />Wd IU>OO-uJ
<br />&:I ~uct)~~
<br />~ ~r
<br />
<br />'.
<br />
<br />!Iil2
<br />
<br />:~
<br />r~
<br />
<br />r ""fl
<br />
<br />n ffr}
<br />u
<br />;; r'~J
<br />....
<br />a r~J
<br />
<br />
<br />'.0
<br />~,l. ~r-..
<br />'iiiJ ;t; g
<br />... .J 7
<br />c.. rc
<br />.... ::l C5
<br />J:~
<br />It)
<br /><:;,..,
<br />z'""
<br />At ~ ~
<br />=' I ~
<br />~fQ
<br />CD uo
<br />0:: -
<br />o$!.
<br />to')
<br />== VI-
<br />VI rc
<br /><'""
<br />~ ..
<br />J:
<br />CD ~ 0.
<br />
<br />...
<br />
<br />r-1U
<br />rn
<br />!'~~
<br />,<::Jl)
<br />'.
<br />
<br />r-:~f)
<br />~e
<br />l!:-~
<br />
<br />,.../~
<br />
<br /> '.
<br /> -..",.
<br />JOB NOI SHEET
<br />GC
<br />AUTOCAD 1
<br />2000
<br />DRA\VN BY:
<br />GIOI
<br /> -we
<br />
<br />""
<br />
<br />
|