HomeMy WebLinkAbout065-320-053
,
I:
I
-77
--- - -
-- -_
-
-- - -- - -
r
T --r
--�
, �,,fv
I
4-1
,
i
! I
I
71.
I
I
I
lG
: r
E
: I
,
I
II
t
I .•
t f f
wd3f�i ' I
OW
!�.
q
I
OFF
I
i
}}
{
[E MIM1,11"Ll
. 11
MOBIL EHOME SUPPORT DATA
16 Iq
if other than single wide, Year
Mobilehome Mfr. iJi n�� ti�� furnish Setup Model No.
Width (ft.) Box Length (ft.) Tagalong or Expando Size ft. x ft,
(SHOW SUPPORT DETAILS BELOW)
On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation
manual and structural setup sheets (if not on file with the County of Butte).
All center supports measured from front of
mobilehome unless otherwise specified. Eootings (check one)
Single 1. Wood either
pressure treated c
foundation grade.
X3 D 2 Other (specify)
(ft.)(in:) (in.) (in.)
Cepter support Center support Supports (check one)
locations* footing sizes
(in.) Concrete block.
2. Other (specify)
(ft.)(in.) (in.) (in.)
(ft.)(in.) (in.) (in.)
I
(ft.)(in.) (in.) (in.)
X
(ft.) (in.) (zn.) (in.)
k'Tf center piers are other than drawn above,
draw in -locations. sDacin�, and dimensions.
I,k� ���t , . 11
Tagalong or Expando,
show support details,
x3 D p Typical Support
(in.) Footing Size
Max. Pier Spacing
=p Max. Overhang
®O
(ft.)(in.) 1276,
BUTTE COUNTY
4
dwl� mll
0
t
Ld. ....
Ld Lil Ld L11
�7
b
Nor"
I Imu"111f) flows
11 " m=14 1111AN11-\
m"SIN L
ITh
Lip
F2r-j —
O [j] Cil L� ►
Lta Cry
ZT 13 IC Ti£1tD, ETIBI41C FIT113
& OU"AlION'
6 FOUNDATION rPAS
PACO
��J [-�� [--�-� Cid �-_-� [-�-�
OUTLINE b
NOBILS
COACH _I'
or 11101111.5
COACH "l
sl"GU: WIDE TWPICAL
IDE TYPICAL
20'. 24', 26' Oil 28'
tj(;LE MDE Mot WACH
�A 311
m —0
66UBLE WIDE
scale: 10, scale, I 10'
z VARD PIER h F
RTAII (110TING SPACING
FOR MORE THAI' TRIPLE WIDE UNITS, SUBMIT IIIAI yopi1jr 1101l MANUFAC7URER",
LAYCIVT TO THARP & Aggor_ FOR APPROVAL. IHSTAI.JATI()H MAHUAIr.
STANDARD PICK It FOOTING SPACRIG CpHrIGURATIV 811011il IS Tilt MINIMUM
PIR 1F "n"11HOME MANUFACTURER'S HUMBER OF PADS RQUIRED.
1
lllql'AtJ.ATION MAI`IUAL.
(:ptjyI(;U"jTON SHOW, 18 Tilt MIHIMU14
HUMBER Or PADS R99UIRFI)-
Ill SEISMIC PIER 1140
h /— FOIJHDAY ION PAD
. 0 0
I
E, L 17- v A T I Ll N
N Un1` 1 _US U K _E
I , ,- COActf I DEAN
3' X 3' PLATE
1A I 01JI&I "'J 0 ILf"
V91411CUAL 1,411119 IRs' -ll)-------
4 319' 1
:-4
WX mor
- SpBRI 1119E
14' LONG IUIE e. Olt,70VO 4
SID PIPE
4
Intis 3/16, PLATE
CLAMP
TO too
IN-primi's 3. 'Fill DFIlm I �Al pl UU•
liiiVA l TIVIDWA
WCALAM
migisM WitION A.01K=
3/16, PLATE LEGS IPAr
ROD
iyP OF 4
3. Tm FWMAIm
d,#
It" A114
C
W.
im K
ALL FX)l
ON Altqlp N NUTTfIn, r
momms Willi vm-
DF
'ernipM FM 1009 My TjyTAt, UW #M WMM Al WIWJ�
offlIfffivy
5/16' PLATE
1/4' KL, I
WITH HARDENED WASHER
IIIIAII 1,MWOR14 TO A911f A34 F 14 K"I &tl
x1v+9 110 AlfM VITRIFWAI
41
-to scote ox
PIER, I A" PRCUW41""
SEISMIC
7i _ER 1-11 PAT NT PENDING Tim
C.P. SLISMIC
T
01. gAg alill-AIT14 AA!il-Ay I M A323
6. r P%A'Tltl Ln'ri C-Altq0ti INKID'ADLA
NnTE- I I RPAt)W IkOlyi T1
,
180 IN -POUNDS IS ECAJIVALENT it] 15 11-PUUNDS111C tAflNARK&=Swig FM ANISTO 0111 4MUTOMWO
""A' L lift fOR
IT) Willi Ills"tv, ?1111 Im'" R41
fjFA A11V9fTK_T. WAt4 Fur"T ARIF%41)Lw-q VA'111,
q:
IlAJL PS 1,1911P &M tANNAW NY Ml
AFFROVEI) "qVA1JMT ANW)
Anum (CTL;)Rm Jim f0timma LOAM.
V ROLTS
FIELD DRILL tIOLES
[if, f I I Ill Of -
b. VUTICAt-' mo*'f we. MAX
4 014 1 EX S I S COACH C
OR J BEAM
7 Ills F91.14DAIRM 0 K* 1tJVMJQ WARACIt"D Wtlf"M
CRO61,110wit
3' x
I/ 4')f 2'y 4' PLATE i A FAJ?J,Y ll[fl W
iTll�i d'q
IL 71 in JT)Ullt) A I YXI It 41 N L"2,"V,11 10 B" Pl IM TV
01GLE 31 VjIDE
Tp a] TIJUPIT Ol mm To M* too. "'11, 10"11110,
(w"Cim 1) lit))AVI VIIAIJ. BE
9. Ill A"Al Witf,91 DIFTERVITIAll NIT CAN • AUVIAMY Al IMS of "a
Elb W1 lv� D -C m7=4
4
SEISMIC
BOLTS MANUFAC114Wt "MIX
PIER
JUXJON RAXJHRY BUXK I=$.
10. IM $Yll JIM tj j%pAFjA"T0 41#14PA"
C.F.
AlIO"rysIRM WIAY N11111DW1111,1111 tRIV-111,
It. FOR R(XT Uvp lomm Of %T 110 0 toy, Illif F MAY TRl Ills 1,10.
Rf.M 1PAITI Immimp, 111AY4 30 Ff
IM. MIC IFIERA AITOWH (4111111 FIAK IKMZVM jpjVW1% WFAUATIM VANUAII,-`�
Its MAMIF
TYPICAL BEAM
CONNICTIONS
7jjA rAq 4IIfjW" ml 11711 ILAY1 M A I
SAAIDAIM ?AD MAY Us um, AW 4111MIlAl IL
I'me- Wts'v two
ti Not to Scall?'Wj,0.01 h
Unid "MPRD #OIL
b 13T rOWDAlVM ?AD# 111AU, RX FILAM (M WF' V"M
a
nc
rn
ft f'ff�
ro to he
rm'm
ANTO
1111
L !1MISIAT311DAYS AHUNAWAGI[MIM
tj VIAT 111E LM0 DOAP40M OF ltM FA')
DFAT)XV,011-Allm Willa; Rv"Tmlp3A
PFU alm (AS JWWN ON Its ItAn
"I"amAlm To Tug COMM
IN .All r-ATIA IM A
Wilm FIR11) Cori Vil l IIIAp?AD()yS ANJII FTiln AIIIJUL&L TO
I RAVEPAS I VIA VM N AlWT10 80 TRAT
1/4' K1.
4.
3/41Mcil ArA4j441X19RM1-144J M n"�Kn%
M
eric-46
Accur;Jance vlrflt R
od
36. 112'
m fcwin
41 Fur.
1 3/W MAMM WXY111 Of g1ji(" WWK 0OAl 4
I "I'll coo
A"C1101 Mill! z
WJUMUM LVOT11 Of DOVDIA WTOS COA01 - 70 FIST- rl
UArrRf'wVF'D "y ,Vat 4 MW
j"
'4 rj10 RILKIg Ig"Iff W-11' TO Lxcu& 11
4v4 -4m4 VWr tl I r"T COM111110 ;4
Ill 14 FEET T)"TA VITA COACIlpf
P4
PRECAST CONCRETE ON11MMUNZWITIN MOD"
.4.
I COA01.
FOUNDOTION PAD A, g,K)Wtl on Illiq FtAfl�j Oyl AW)VL litH FIER A240 PAD ff , I
S. FOR ANY Q11AICH 9IZR "IlIPA'TlIAH
i 0 ATTROYP By DOHALD K VIARF AMX3A79&
SCALE, V Lb' IAYWf RIAU 41 "VMwl0 AM
in W11" 1011 H AND 12 04cm "Y'Ams on I Wal FACO
3/4' PLYWUOD SHEETS IFACtNO IgIlOW14 p" JJITS ft AH ARIX FOR 0OAl
SCREWED TV(5ETHF" WITH COMMA:)1M BEAM&
12 to FHWS TAN
lyat""'6'0 FUT 0" RM:11 "TO or U"
PLYWOOD AND ITAOF IMMIC FIRM CM "Of &4USTil) 13.11 ral
6'
HmES FOR
112, x 2 1/2' C.B. 4AIT" AM %A"yv cam smm" il
09100"1
A op r IN 0 v I g)
100 30,
VA40 to Ccamill "low
PLYWOOD semis As Shown
t***mp" of wpkvwbk Tiflom, " ow mpbdm
jt;f
60
'E '9 36
R
4
32'— S A"Q STAIMAM
4ALX M-1 0
PLYWOOD
L T I V E -------
AL -1 - RN A "rA" I , I
p IF
VA NO.
FOUNDA-11-11IN PAD ftENEWAL OF
p* At wpvaf pmgro� SfAllig 81J841MAI-8#4AN, MOF
S.0