HomeMy WebLinkAboutPERMANENT FOUNDATION - 06-00286 - 375 S 12th W - AdditionPermanent Foundation for
Southwick Family Recreation Room
375 South 12th West
Rexburg,. Idaho 83440
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Adapted from: "Guide to foundation and support systems for manufactured homes" 2002 by
Manufactured Housinc,; .Researc a Alliance. Pages 3.16 — 3. 1 7. (see attached pages)
Internes Location: htt-D://w�v-�,v.mhrahome,,orcy/n-ledi'a/'f-o-Lindat.1-ons/foundataions faul'de-t)df
And: "Minimum insulation requirements for frost --protected footings in heated buiidings"
2003 Internairana] Residential Code, pages 68 — 69. k(1R1._exburg's Air Freezing Index is about
2000)
June T, 2006
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IMHIS
2004 Edition
2X4 ,SILL PLATE PRESSURE
TREATED OE D +' D
112" D IA X 10" LOQ!
ANCHOR BOL'
6"_0" -° AND
FROM CORN E
INSTALL RECE
WASHER AND
E.A. BOLT
CONCRETE
FOUNDATION
WALL
6" X 2311 MIN
1" X 48" MAX
DEBAR VEF
" O.C. (E,1
WALL 0VER 31
(1) #3 RE BAR,
CONTINUOUS
PER 16" HEIGI
TIE DOWN A N ,
MAX4 IrFROPV
AND MAX 111-c
HOOKED TO R
() #3 H.EBA
CONTINUOUS
-I nil v III
0
Chapter 5 - Permanent Foundation Insta.lIation Standards
POURED CONCRETE
PERMANENT FOUNDATION
FIGURE 504.1A
16d GALS'. NAIL @16" O.C. (g TOP PLATE TO MFGHOMF
2X4 PRESSURE TREATED TOP PLATE
( 16d GALVANIZED MAILS (END NAIL)
2X4 SILL PLATE EUFE
TREATED OR REDWOOD
1/21'DIA X10"'LONG
ANCHOR BOLT AT MAX
I-0" f'1 CD 12"
FROM CORNERS.
INSTALL RE E ED
WASHER AND HUT ON
EA, BOLT
CONCRETE BLOCK
FOUNDATION ' ALL
81[X 24" MI N
8" X 48" MX
(1) #3 REBAR -
CONTINUOUS HORIZ
FOR BOND BEAM
TIE DOWN ANCHOR
MAX 244! FROM ENDS
AND MAX 11 q- „ . c.
HOOKED TO DEBAR
EBA
VERTICAL 0 O.C.
() #3 REBAR
CONTINUOUS HORIZ.
16" X " GO SIC. FOOTING
8d STAINLESS STEEL NAILS @ 61" 0,C. AT PANEL EDGES & 121, 0'c,
INT SUPPORTS OR 16 GA. X 1-112" STAINLESS STEEL STAPLES
4" O.C. AT PANEL EDGES AND " O� . AT INTERIOR SUPPORTS
2X4 STUDS AT 16" O.C. PRESSURE TI EATED
PRLSSURE TREATED 112" PLYWOOD
-
() 16d GILD''. FAILS (END NAIL), ---
2X4 PRESSURE TREATED SILL PLATE BOLTED WITH
1.2'1 [SIA X 7" LONG AL '1 ANCHORBOLTAT MAX
'-0" 0,C, AND 12 1" FROM CORNERS
H TALL WAS HE.F 11) N UT 0 N EACH B 0 LT
� ) #3 REBARTI NUOUS H ORIZ.
16" X 8" N_ FOOTING
Tai ROW OF
i
BLOCK FULL
GROUTED
41r
L
811 X 811 X 1611 CONCRETE BLOCK
PERMANENT FOUNonTinry
FIGURE 504.1 B
PRESSURE TREATED WOOD-
PERMANENT
FOUNDATION
FIGURE 504.1 C
&S
r ,
r
r 01
F 6• f
oo r
TIE DOWNANCHOR MAX,
24 11 FROM LADS AND
MAX11,-()F, Or C,
HOOKED TO REBAR
" CLR
0
y
k'
r
r
r le
74
`,
`
r
r
41r
L
811 X 811 X 1611 CONCRETE BLOCK
PERMANENT FOUNonTinry
FIGURE 504.1 B
PRESSURE TREATED WOOD-
PERMANENT
FOUNDATION
FIGURE 504.1 C
&S
r ,
r
r 01
F 6• f
oo r
TIE DOWNANCHOR MAX,
24 11 FROM LADS AND
MAX11,-()F, Or C,
HOOKED TO REBAR
" CLR
0