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CHL-STN�T Ce2Ct. i
MiA(qAcr�A, C(�t�F. 9595
aPiko6q-530-oio 1gcAuzi-Bio
i�
fA
Varies 67 Max. REVISIONS By
Bend, Flange - Chassis I Boom
"
s to a a► a as
21— 0 3 -i "' `y
lAi 1d*
l al tr . 7 ®C O.C. -1+�ax. ? ®0 O.C.2 ®p
�. As Shown � e,�a�i-o KAAra-t -ice
Construct ll�= s' .} , �, Typical Sidewall Anchor Bolts; Iia
/ t (MIN.
(r3rtfl=r=t�•� 4(i'CS
Crawlhole Within 20 Of ii' Set I/2"� x 10" A.S. at � .J
Plumbing C.O. G } >< a to Floor Moler,ol Rim Joist
(Location May Vary) 6 -p o.c. (Max.) I ( z -
�---- IQGa, Chassis�—
�® Beam e,toi *Q ILA-Q,rL Qh
( • � � ®_.. ®®®. ®.®..m .v � � � _, ._ � _. ®®.._ _. _ —...� ,_ ._.. _. _._ _., ,_..—. _......._ � _.._........... _. �.._.. _.. —. w _...� � ._ ®®®..... —. ®..®®®— .m ®.— .._ ._ � ® ®—, ®�
This CoR
i�i — • ! Connection I a eq u Ind (or
1 ! i T__, ( I FNA.Apprared Foundollors, " 4X4 Tot Nail To
1 I ! I iod's 4X4 F�k'g.-Nail Listed And Labeled Rim .tact w/16d:16"O.C, —
®_ Conn•ctlon-1 —` to RIP
Jq,tst w/ Metal Peer Rated
! IGd at l6 O.C. Min. Ot 4000" ,+
! i Chassis Beam „ ++
r
®� I ( Seat Min, IO GA. LlttedandLobeled 18 Min, ®ETAIL ry P 3/e"xdIt
'A.e,
1 1t SEE DETAIL Metal Pier Rated 318" X 6"A,B, it 1+ (All•1/4 Drive Pin)
I f� „I,r (Alt, l/4 Drive Pin) 12 Min. �1�-i+,-
I ! Min, at 40004 n.1.S. s-,,
I I
Distance S Distance 5 Distance 4 Distance 3 Distance 2 Distance I I I E dBolts:% l °• �
1 • 1) (E) (D) (C) (i3 } A) (• n wail Anchor
I I See Endwall Anchor Solt Chart wt4'
For Number Of BoltsReq'd. s. ;'s :'� e'' I' :. �\ _
1 1 I i I I
I t j c
Poured In Ptaee Conc. Ftg,on.Along Endwall 12" # Is When 6" Deep
Continuous Footin (' varits:see Chart
It Ty p. Is Used
Nole: Q Supports May Hove To Hove 1,2 '
1 Ridge Beam
1 u a I ' Or FPltrs w/4X4 OependingOA Load
1 A ( 2Q Sq• Varies---- See Chart 20 sq,t
,,)IlprportS �+ 1 Alt. 24" Round Alt, 24° Round I, I.lyq+x yib i '3
(
t q ! See Chart I ( Alt. 12" wlda x S" Alt. 12" Wide x S"
Deep Continuous Deep Continuous
l 1 I I I (Parallel w/Chassis (Parallel w/Chassis ��` 01 ,6 510 !
I - Beam) w/2 -#4's I- Beam) w/2 -#41's
j1
1
11 v ALT. CHASSIS AND RIDGE BEAM SUPPORTS SEC , ION ..�_L MULTIPLE RIDGE BEAM SIJPPORTS
Distance 12 Distance 11 1
1 Distance I0 Distance 9 Dr and c�
st a Drstan ! Hitchw
Wn aa. n.ts.
! (L) (IC) bN 7v J) 1 G
v
ir
i I 1 •I a �j1 lT4T�-
m Existing Ext,Slding -FloorJolst ...,� ddb o aL, Mf/t'P. IIG'f1E J,915f
• I im,.1 I I 1 t ! ! Floor Mol L (71
I • Z 13or or Wood Trim t�
c
I �—_ _�� _ I Alt 7/16 (min.)
Ridge Beam -- — I See
Note " r
-- Supports A ------
( i ----®— 1 i i See Chart I r ! -'_ 2 x 4 Dlk g• When Neeessory)
I • ('— ! I I I I Field Inaall I/2"(MID) �---.� Neil to Rlm Joist m/Ibd at 16°O.C. Ply°Wd. 6" min, J tl
I I t I! I
Hardboard, Alt, J/8 {Mina
• '2x4 Top Plate Nolllto Oil g,or
Perimeter Of I I i ( 1 APA Rated Ply wdi Sftealhing Rim Joist w/IGd 0;1 IG 0•C. a
Double Wide ►I C j I C Nail w/Bd of 6"04. Edges,
! I Bd of 12 O.C,F41d Ponywoll-2x4 1 all lG D.C. Bil's &,,ALIA)e 2 x 4 Pressure Treated Foundation Grade
® i L� (I I II 1.! -� ! i I/z"8x10"A, B.Ot 72 O,C. 'yj,, i%lv, d (0'0.4•
i I' t 1) Lumber, 0.40 * f (See Press, Treated Lumber Notes}
f I I! I I I ) 8d at G o.C. t Z I Io ,�.jr.
I I I 12 x 4 P. T. ri t o
(Studs at 16 o.c.)
( I II I I 1 1
Typical Chassis Supporta- Conc,StomWoll AII.HCB -1 -
1 iota i dation heady Units ! I ! I I (Lr• /4 (Ob,p6�
! See Details II
1
Must ia�e Piers Placed A I I I A I 1 Note: grle s 12j1lolJT.
� -� Within 2 -0 Of p1WWI
! (( i Cut 2" Off Olin, of Existing Siding and Install Z Dar or Wood �= /t "fit °'� % "'
i ! ! Endwall8 � I I t I I l Trtm, Renail w/ed at S°O.C,
®"®Cao UNLESS SIDING IS HELD BACK (Sec General Note 1`16) lir
i I I I I � I I I !- 1 I )
I I L__j I ( ! I I L_J ! ! Placementn,
(• L..,®®.a� Vim` _ — _�_ —®® __— _.®__ _ __`_ ®®� e._® _ ® �-�•I® ®®�®�®� 1
®_® •_.'—_• _ ®® ----�— atypC�oarners-
®-STANDARD OPTION BACKFILL OPTION -—-—-— —- ® se
N
Sidewall Anchor Bolts Provide Ventilution Of
Endwall Anchor Bolts: Varies
See Endwall Anchor Bolt
.i
Sat 1/2"4 x 10'0 A.B. at Varies I Sq. Ft. Per Each 150
Up to 40'-0" 6
S I D E WA L L CLOSURE
OPTIONS
Chart For Number Of Bolts (Offset May Or May Not
W
6'-0's a,c. (Max.)Sq. Ft. Of Underfloor
(Offset May Or May Not
3000
u,
Req'd. Along Endwall Occur Depending On Model)
�L
aP
Occur Depending On Model) Arca
6 q
n,t.s,
56 1" to 60'-0"
6
This F0undat10n Plan Is For A i
A:
IF HORIZONTAL LAP SIDING IS TO BE INSTALLED ON THE FOUNDATION
10
60`® I" to 67'-0"
?'2"
8000
-D/y ,�/ ,A�
ouble Wide -Triple 1de
WOOD PONY WALL FRAMING, AN UNDERLAYMENT 01:' MINIMUM 3/E" APA
Ealllln9 Extortor �Iding-�---��
S
Floor Marl.
Floor Jo;lt
11
—^-
40`®1" to 50'-0"
I/Y 1
RATED SHEATHING, 24/0, EXPOSURE 1, SHALL, FJIRST BE INSTALLED
12
3'4"
2'9"
12.000
FOUNDATION's PLAN
AND FASTENED TO THE STUDS AND PLATES AS_SHq '�
WN IN THE DET
, AILSZ
HE REC)N SAID SHEATHING
LNG SHALL BE INSTALLED 'ENT
Ba W d r ar oo TNm i
,q
Sol Noll 1w
S i to tY
®
56'- 111 to 60'-0"
13
3'9"
• ON IRE PERIMETER
�
3'11"
__ • .. ... ,
A ;7/16
15
N.T.5.
_
ATION W
FOLiIdP AL,L t
-. _ . _.
_
.
b
_ Bd of 4 O.0
.. _ ._ _ d rl
dl I 1
Install 1 2
FI11 n / M n.l
Hardboard Al1.J/8 (Mina
!
d ®d
t a
AT Iv G'D HOMES OVER
OF TI
5 FEET [N LENGTH, SHEATH
Iota Olt w/IGd al 76 4.C.
2 x 4 Top P ,N
, s. .. I t
6 m n,
r r.
PT.
; � I
_ t _
I wd.
Y d
a II
B Cs'i.1.Y)G 12 as As1t:a! -or It N/ItoJ C IG ra,C,
Where lumber is out after treatment, the out
surface shalt be brush -coated with not less
than 3 percent solution of the some preserv-
ative used in the original treatment; or shall be
field treated in conformance with AWPA standard
M4-60 using a 5% solution of pentachlorophenol,
copper naphthonate containing a min, of a 2%
copper metal, a 3% solution of ACA, CCA
types A, B or C, or a 5% solution of FCAP or
ACC; or creosote in conformance with AWPA
standard M4-80 paragraph 1.511.
Fasteners shall be stainless steel or hot -dipped
galvanized, Hot -dipped zinc -coated nails shall
be coated after manufacture to their final form,
including pointing, heading, threading or
twisting, as applicable. Electrogalvanized or
mechanically plated nails or staples, and hot®
dipped zinc - coated staples shall not be
permitted. Staples, where permitted under
this report, shall be stainless steel types 304
and 316 as defined by the AISi classification.
E DWALL ANCHOR' OR BOLTS
UNIT LENGTH NO, OF 1/2" 4 x 10" A.S.
REO'D, ALONG ENDWALL
Up to 40'-0" 6
X_
40i-1" to 50' -Oil
6
W
3000
u,
1'5"
_4000
�L
aP
501 -IIS to 56,_0"
6 q
2'3"
56 1" to 60'-0"
6
00
2-0-
10
60`® I" to 67'-0"
?'2"
8000
ea
U to 401-011
P
9
6.—
X U.
W �
11
—^-
40`®1" to 50'-0"
50'-111 to 561-0"
aN
12
3'4"
2'9"
12.000
W6"
2.10"
13,000
®
56'- 111 to 60'-0"
13
3'9"
3.1"
15,000
3'11"
601-11t to 6.7'-0"
15
Existing Exterior Siding
Field Install Z bar See
Closure
2" ( Min, ) Sao Note below ®et®il
6" min.
Field Install Closure to
Match Exterior Siding
21" min.
Simpson TP49 or Equal 11
at Each Anchor bolt ' 45 .max.
location PZ
#4 Vert. at ``ia O.C.—
NAIL W14-1Od AT SILL
PLATE AND 4-19d AT
RIM JOIST: •.i
12t L
NOTE:
Cut 2" Off Bottom of Existing.Siding and _ = -
Install Z Bar d, Renail Wf$d's at 6'° O,C: 4 Cant.— -
12"
RIDGE BEAM SUPPORT
FOOTING SIZE
LOAD
FOOTING SIZE FOR
SOIL
P.S.I.
T
1000
1500
2000
1'5"
3000
1'9"
1'5"
_4000
2'0"
1'8"
5000
2'3"
1'10'•
6000
2'5"
2-0-
7000
2'8"
?'2"
8000
2'10"
2'4"
9000
3'0"
2'6"
10.000
3-2-
'2"11
000
11,000
3'4"
2'9"
12.000
W6"
2.10"
13,000
3'7"
2'11"
14,000
3'9"
3.1"
15,000
3'11"
32-
2"16
16,000
000
4'0"
3-4-
'4"17
17,000
000
4'2"
3'5"
18.000
4'3"
19.000
4"4"
3'7"
20 000
4'S"
3'8"
I APA Rotcd PI'wd,SheothIn Ponywoll-2i4a 0116 ac. WSIDE F,gCE OF STUDS OR } ,
ry} r ,, 9 1 �
, V i �i s. i. r
J s ALY. �'
Not L,d o1 4 O C E e ! a T S, Plata `
C
w dq a, x 4 R. I UNDERLi � ,
Y THE EXTE OR ,
„ A RI
1 x Pressure .saute ea F
Treated Foundation G b 0 OSE
r t ou t n rd. Lumber
i 'f
84 al 12 O,C fla,d Cont.lam Wall All, H.C.B.
Bea d A Distances T Support tt � ---'-�
Rld e m Loc s And tst s o u o t Are Obtained From , V - t
Ridge PP.. - `
HARD$OIARD SIDING WITH 3/8 _
,'i Ia 42 i.LL u_ t r1
as pl 4 oc. , g - .... _ See Press Treated Lumber tV a S d 16' -o c.
TheManufactured c e S a Chart p
, .. .. _ ( of s)( to s at)
h Home Span „ n ® -+ 4 Rabar Can't H.C.B. rI<No L ,L .�•. ' U�
A.B S' APA RAPED SHEATHING 24/0, s ri� T = t
va 4 xlo ,k . Used)Is 1 ►. .11
Sce Anchor Boll Chart Q a ENT. i h " !fT l IAJf.
L, I:. iAII,'W/ 6d @ 4 O,C. uUh c a i ® •. it
Btlow For No. 0t Both a,. •L � a jr f
r .. •,CONTACTS.
r� P p I + �+ Ra d. d .,... AT ALL CO T C S. v.t ps
RIDGE _ DEAD SUPPORT LCL+ TIUN.7 q -.' .. , � NAT
MODE
EA F D C 9 A I L
REAR FRC7IVT le• J et ! e4 Rabar Vtr1.al 48 ac. (WhenH.C.8. 1
Cut 2"Ott Bottom Of r r t to Used)
4
DIST Reber Con
Ealal. Siding And Install
Allow. Soil 7 Bor, oror ood o1 Ttim.
LOAD Brg. Pressure (5.6 Nolo • 6)
FTG.
REAR L i< J l H G (FRONT STA -READY APD FOUNDATION R OPTION OPTIONBACKFILL FOUNDATION ®ADS OPTION
DIST.
v
LOAD a)5
Floor &tot I.
Existing EaLatlor Siding •}�'
FTG. Floor Joul 7!'S % 6 ,•a•�
Z But or Wow1 Trim
S►t Nall allot
6o al 4"o c. r -"f 2 a eid'g. al 16�o.C. Anocn l• end. S,T:S. Alt. '/16" li b
Member w/2 s 10
Dist, 6 Dist, 5 Dist. 4 Dist. 3 Dist, 2 Dist. I ad of Iz"ox� AT ALL NdFGD HOMES OVER (min.) 6 min. 2,-4(ip cv) 0AILe
.....__ SU FEET I __, . , ,,: �zi; Fz�• clrJ To Ftav Ncr1✓
Field Inatatl Iia"Uain.l - N LENGTH, SHEATH PT,' _�I,..q1 a.i�L_,n - + f�q T�
HordtIocid, Alt, 3/B (Mtn.) 2 a 4 Top Plots Attach ./2", 10 S,T.S. y ni< W 1i0 �•T �. r 2q ad• V 0
— n of -2a 4 s'0116"o.c: INSIDE FACE OF STUDS OR ply
APA Rated Ply wd.Sheoth,ng Pony I
i
Noll w/ado14"04.Edes 2a4PT. Sill Plots UNDERLAY THE EXTERIOR �''lsuy)�tz°.. Flsttufor(> �!/toRcigsFS•
" c, tgI ' ' '�� 9d,s (;IALv) ga .0 e 2Q r•a•
as 0 12 0, Fad Cone, Stem Wall, All. H.C.B. HARDBOARD SIDING WITH 3/8" e 1 C
' 12 + a io A• <2 x 4 Pressure Treated Foundation Gird. Lumber, 0,40
Hitch 8d et 4 O.C.O� '- "`t4 ReDdr Con'I,(Whan tiC.B ' �
/ p `�'- a
Dist. 12 Dist. If Dist. 10 Dist. 9 Dist, f3 Dist. 7 " „ _ ,; a APA RATED SHEATHING 24/0, ;gaF FavHail. leiriTra
End 1/2 dxlo A. 0. „: .,,, teUardl � ;= „,; �,.�•• _„_......(See Press. Treated Lumber 1Votes)(Studsat 16 o.c.}
s.e Anchor Bou enact \ , :Y EXP. I. NAIL W/ bd @ 4 O.C. p�
® Bola” For No. Of Belle G LNlc fah 12 luiU ,'.�' f4 CAIt i
AT ALL CONTACTS. Hurlfcf of
-. _• Ole:. � ' . y fr.�w,
t
Cut 2" Olt Bottom 01 EaIII, �"" Baa Robot Veil. ul 48"ppG JI I • 0
Siding And Install Z Bar of Wood TO Iwhan H.C.B. is Us so I X-- BUTTE Y^6' i t'l ` s
} 'a
Rancll w/Bd at 4 O.C, 114 Reba( Can't,,
($isNoll e6) ry
fflu-niNnnCIileo—%- -ms ON
See SldawaH Closure � 2x 91k'gt
Detail Wedge, For Leveling -Typo 1. THIS FOUNDATION PLAN IS DESIGNED TO BE USED
4 Cont. 8"x 8°'x Ifi° H.C.8,(Alt. Motel Pior)-T �- rN
MOBILEHOME FOUNDATION SYSTEM DRAWN
+ n tt YR WITH MFG'D, HOME
MAKE: lr-- HEALTH AND SAF „sECTTT ,C!Q,
6 ' V2 X 10 A.B at 7Z"O.C, ,4 tt it tt a \+ I�' 36tt ,P- - s t. ON I$35I
2 x l x 30 P.T, Wood Pad 0.46 C AOUNO ia4eT r u a P.% Pads (Alt: Qt�esco Brg. Pad} min, max t}a s i
Y MODEL• ��` CHECKED
+ w/6 Dee Gravel (Gravel May Be Omitted
h ? Y I/ Optional u • a'"7
�,
j When E lst'g. Sell Is Free Draining, As Concrete ;/ u . r E, :::. �. '
5 min. n 2. DESIGN LOADS',.....
I ; Determined By Local 81d'q. official) _' �� -� � . ,, ; .. . ,� � ,
rix : „ E O A[. a+�w D a ev SUBJECT L J
II = t. ;• t .. /1 (ALTERNATE TO WOOD PAD. Abosco IV
6 • w �e. �'• ROOF LIV L �. T1HCZt• L? _ P:�F ,r, 7 NOTED ATE ;
�— 12 min. 1 c'. .t.; e " Ai n { , s
,Itl ,•
Bearing Pad No Gravel Required -Sao i ---- 12 �; / I, .( FLOOR_L VE LOA,O: 40 P.S.F `Y +
• t: ...•, '.w• •. • •• ''a " : ---'�:+� , - ;� r -a �" APP • ,.:.
ROVALDOES NOTAU _ .a- AFPRO
11� Detail This Shoot) - ✓ W1ND10A0. S F € s' V&AN1t
_ 1 �. fir' P, } .
• t
�. t r / �! _ , .,, OMISSIONS OR
�4 Reber Can ••-• � SEISMIC ZONE, � 'd�' H ,,• DEV1A7101Vnw..Ifi,-,QUIREML'NTStN' �OA�.�
IIIA t' AP
P
a liCAB
e r f; i8 STATE LAWS
ANB
REG
ULATI
# ae t2 44's When 6 Deo Continuous J t _��.., a ONS none
4 Reba 48' p `v ' 3. THIS FOUNDATION It NG MFG'D. HOMES Rebar Veri. at Note: tt FOR PLACING �_ �. .,:-_. t;^.�
O.C.(Rsq'd, Only w/H'„C,B, 20 or 24 Raand Fooitnq Is Used
State of C:alifomia
$q' CONSTRUCTED W/ LONGITUDINAL OR CROSS JOISTS. �; i)epan{ttsntofHoustngand Communit Development ,Oa NO
x 12 Dee Conc. Fig. S` r, w y P
St emwall) The Footings Shown Are Options, ,t p ga+• �> . m K ,
• Each Type Is Acceptable.
(Alt. Wide x 6 Deep 4, A.LL CONCRETE SHIALL HAVE A COMPRESSIVE �c� < v +. 94-212
Continuous Conc. Fig. cTa17IJr-Tia (W 01"1017%nPti
,i t, ,
.,,Vn :•,_ ) f. - DIVISION OFCC)DESAND STANDART)5
ALT. SECTION A -A & C -C
,. 1 T