HomeMy WebLinkAbout064-180-011This set of plr.nn mild
kept on ti, �, spe clftoatians MUST be
timee and tt is unlawful to .
mea or alis on same Mth.our
''1-pe1�8cion ftna tbg Department of PubMO
co"ty cc Butte.
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MOBILEHOME SUPPORT DATA
If other than single wide,
Mobilehome Mfr. �. 4"tA .l��/ furnish Setup Model No.r. �� • Gf ,4 —3 Year
Width,g(-/. (ft.) Box Length cs�y (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
I
mobilehome unless
otherwise specified.
Footings (check one!
Single},
Wood either
A A
pressure treated
foundation grade.
(ft.)(in:)
(in.) (in.)
2.
Other (specify) �
Center support
Center support
Supports (check one
locations*
footing sizes
(in.)
��
� i'
Concrete block.
o�-x3 v
E] 2.
Other '(specify)
(in.) (in.)
*---..;-Tagalong or Expando
show support detail:!
025 - 3 V
(in.) (in.)
f
f
(a
X
CTypical
S
uPP
ort
in. n.) Footing Size(
� I
i
4 �
(ft.)(in.) (in.) (in.) :ft)
-- Max. Pier Spacing
) -- Max. Overhang
(ft.)j (in.) (,in.) (in.) (ft.)(in.)
c
APPR
0/Ft 4
*If center piers are other than drawn above,
'draw in. -locations, spacing, and dimensions. Aw
I
youx TAM
. oLnun
OP VOIKLS
, X
vir LATIMAL 11M IA" rACAL Im L"D
4 - 3/0'
A-�
MAX TUDIE HEIGHT
fOLTS
z
I* SHORT TUSF"--,.
TM MM LOADII IIHALL K CONIIIS I IN, I WITH ROOF LMS WAD6 WIND LOAA AND UMM ZOKI1 AS
14' LOW TUNE
I
1!1 DIA
SID PIPE
13
4 - 3/8'
OTABLIMMPMMMUANIWTM=INOWnMARWMtWALMU
Li,J
ILLI
3
1
91
t3
0
3/16' PLATE
01 R
TO 100
ROD
CLAW
TYP Or 4
L5
3,
TMPOUNDATCONSMUtDTOCCIN*i&&UillAPIRMAMWPOEWUTXK
MII
V40ACM
MAION
KOM
AIL 11001TD011 All M 11 SAM= NY Mg M&IMATM 1LINDOTUMD COKUM M PODY24M ARS
PER
u
9pw
u
u
DESIGNED PM 1000 M TOTAL 1,40 IM MW= AND IIHAI I IIIS CWATtOLSWITH LOCAL IO[L
DOUBLE WIDE TYPICAL
/0' X 1 1/4' SOLT
WITH HARDENED WASHER
COND(TION&
, X
vir LATIMAL 11M IA" rACAL Im L"D
4 - 3/0'
A-�
MAX TUDIE HEIGHT
fOLTS
z
I* SHORT TUSF"--,.
TM MM LOADII IIHALL K CONIIIS I IN, I WITH ROOF LMS WAD6 WIND LOAA AND UMM ZOKI1 AS
14' LOW TUNE
I
1!1 DIA
SID PIPE
4 - 3/8'
OTABLIMMPMMMUANIWTM=INOWnMARWMtWALMU
Li,J
ILLI
SOLIS
TIGHTEN
0
3/16' PLATE
TO 100
ROD
CLAW
, X
vir LATIMAL 11M IA" rACAL Im L"D
7-
A-�
pt "NO
z
2.
TM MM LOADII IIHALL K CONIIIS I IN, I WITH ROOF LMS WAD6 WIND LOAA AND UMM ZOKI1 AS
I
Ila -d 4!A
CONNECT luIN3
rouwmrm PAD SHOWN ON THIS PLAN IS A N=AST CWCZSTS P=MTION PAD -'lilt PLYWOOD
PLAN PLAN Not to Scole
1. nM POUNDATVN PAD MAY 01 USED AN ALTUMTL
DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COACH 1 POUNDAT1ON!ADS 1IfALLunACSD ON UN
Scale: I" - 10' SCSI!: to 10'
i
it so lot C It IMP avurfln r(p" eptipp#4 3.
XKAKA
STANDARD - PIER FOOTING SPACINC'
- r
FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT PER 11011111E HOME MANUFACTURER': 8' L 3000 IV AT 2S DAYS AS TZSTSD AND M[A"ACTURM BY STARLMWIXHff CONCR17M
LAYOUT TO THARP & ASSOC. FOR APPROVAL INSTAUATION MANUAL b. PREFICIREDPADORINNTATM WHERS IM P00111111 3 THAT TFIR 1XIM DOWNION OF I= PAD U
INSTAI"TION MANUAL
STANDARD PIER & FOOTING SPACING CONFIGURATIDN SHOWN 18 THE WIN!WUM MMAR TOTHE COACH xxw (As aim ON To nAK
PER MOBILZ HOME MANUFACTURER'S NUM/ER OF PADS REQUIRED.
WHERE FIELD CONDITIONS ZSQM PAD ROTATION, No MIM THAN HALF OF THE PADS Of A
CONFIGURATION SHOWN 19 THE MINIMUM sir 1114' Kj.. TzAvuzz Lwa CAN a soum so uAT ra um Daumm OF TILE PADS A" MALLSL TO
NUMBER OF PADS REqUIRED. 1HICOACHIZAAL.
_aV
3/4 V= A.P.& EXT IOR 1.810 CC FL W= NU -QA3f7.PRPI0&
36. 112' CQAO SIZE NOTES;
air 31 1 2/ir rLM"
117AD&CIS 'L 1. UAXWU%ILZWM0F9I?KK3W=O0A= -61MT
Akcwp owl
3.5" 2. MAXD" LEN= OF DOLqU W= COACH 70 FiEL
4%4-4x4 VVr_/ 3.. UNLESS APPROVED BY THARP A AWQ. FLOM TO I1DO1 IZIM NOT TO V=M.
I MW POR SDICILB WIDt COACIIIIII
116 10 PELT FOR wwxLtW1DKC0=w
PRECAST C N C R E T E 12 FEET POR sr, N, i sr ooU1Ls WIDE COACM
FOUNDATION PAD ww
* ru w= owa= mum sAw nAcumm PArmw As viowN ON THE wwz w= u0nu
COACH.
S. FOR MY Comm SITE OTHER THAN AS SHOWN ON n= PLAN Ok' RNSWIM ABOVE. TILE MR AND PAD
SCALD -1' 1.5' LAYOUT RUM W REVIEWED AM APPROVED 111Y DONALD It MR? & MOCUIU
BEAM SM NQIM
3/4' PLYWOOD SHEETS 1. 8PACINO SHOWN ON THIS PIAN All FOR COACWJ WIT11 10 04CH AND 13 RICH WAMIS OR I BCH PACO
SCREWED TOGETHER WITH CORKLIOAM BKAMIL
30'x32'x3/4' 12 Of x 1 1/2' FHWS
PLYWOOD 2. ANY OTHER :INCH WAM 11 NOT To CAN7UJV1R WICIRZ THAN 6.0 FZET ON EACH END OF UNIT
AND SPACD10 OF 81MOC MRS CAN NOT IDXI%D M MT.
60
SEISMIC PIER ANDHOLES TOR r 'SAW�^nws
112' x 2 1/2' C.S. 31
4IIA&VA "M SAFM COM Wfoo qWj
FOUNDATION PAD V,
A P P 1 0 v 1 1)
IS'x32*x3/41 Is, 30, VJWM fo COMMICnow NOW
PLYWOOD
ti' 111
4*fti* d� or upper eW 0=b*w w ti NO C44mv
39 x
(of smo of C 0
ELEVATION 91W00 -W of Hn,&@ awl Cwww*j 090k~
NOT TO SCALE
321—
ALTERNATIVE PLYWOOD
3! �� 0
SPA NO. 15
FOUNDATION PAD 10i12-7
RISMAL OF 5
SCALE: I'v=1.5' "kis Pkp As w"vci expkest 4OAeo =Z-49,0 STATZ SUB
MMAUXw f1w")l
•
IN-POLWDS
TOROUS
2.
TM MM LOADII IIHALL K CONIIIS I IN, I WITH ROOF LMS WAD6 WIND LOAA AND UMM ZOKI1 AS
I
IV
OTABLIMMPMMMUANIWTM=INOWnMARWMtWALMU
214' THREADED3/16'
PLATE LEGS
ROD
TYP Or 4
L5
3,
TMPOUNDATCONSMUtDTOCCIN*i&&UillAPIRMAMWPOEWUTXK
MII
V40ACM
MAION
AIL 11001TD011 All M 11 SAM= NY Mg M&IMATM 1LINDOTUMD COKUM M PODY24M ARS
9pw
5/16' PLATE
DESIGNED PM 1000 M TOTAL 1,40 IM MW= AND IIHAI I IIIS CWATtOLSWITH LOCAL IO[L
/0' X 1 1/4' SOLT
WITH HARDENED WASHER
COND(TION&
SEISMIC PIER.
Not to scute
S.
STRUCTURAL STREL
M F - 36 KX M1INWJ&L
a. SHALLCONPOW TO AJ= '"""TOA"
IL DIALLUFADRICAMiRii TO AW OWMCATIOW
CY
C.P. SEISMIC PIER41 —
%
PATENT PENDING
DIALL111SWIUMACCORD040MAWSPSCIr"nOW
L ZLBCTRODM. tx
PLATES: AM A36
ANCHORINXTS: AM A307
NOTE-
WXII: 94 C1R5-AjnuA449-AfIUA323
Ito IN -POUNDS IS EQUIVALENT TO 1.5 rT-PDJNDS
THIFADEDROD: COK DRAWN LDW CARBON WILDAZU
AMUXTALCOLVOMDM VKUwM NAILS & =M M ARE TO 29 MaTICTM COAM
IM P= AND RIDGE WAMI KWMT ASSIM11112 NULL U OOATSD WITH SIMMAN WIIJJAW Rif -RM M
2 - 3/11' x V DOLTS
AppROVZD gqtXVAjMqr AND SHALL U Lx= AND JAXUM SY CXMW TUTM AND COWLTM
CM SUVKZS FOR THR FOUAYWM LOAM
FIELD DRILL HOLES
OPTION OF
L LATZUL' 1700 bL MAX
Ep
4 014 TEX STS
COACH C
DR. J JEAN
IL VIRTICIAL 1301616 MAX
LONOMMINAL Olk
7.
THIS FOUNDATION 0 FOR KACDIO MANUFACTI= XZDRXW CONjTKJCTZD WITH
L!i
D
1/4*x2*x4'
ANGLE 31 VIDE
31
3# x 30
PLATE
iL
CROSISOMM
THIS pMkMTMN PLAN IS Dzea= To n C%WMICTSD ON A FAIRLY I.SVIL SITZ WIT11 NO 9XDMM 9011L
SEISMIC PIER!I
FOUNDIA10MIg
9.
IN AREAS wHux W"MMM SETTLEMENT (DSS.) CAN OCCURUANUFACTURID HOLM SHAD.SHAD.SIR
4 - 112'
SEISMIC
READ"= WHEN DAL 1==8 VC, OR WW IT WILL ADVMUY AFFECT THS I= OF TU
DOLTS
PIER
MANUFACTURED SIMM
III = "M
to.
THIS SYVM 11 ADAPTAW TO STANDARD IfOLWW "My
OUTLINE
or 1110IMLIC
"R"=tDAMOFUrMSopa,=MJNMTM"VMUAYUI=WMIMNUUBUOFC-P-
C""
Sinum SHOWN ONTRS PLAN. HOWSVER, WOF LOADS IDOM THAN 30 M MAY RIMUInU U991.
TYPICAL BEAM
OFA=XDLCfrA=W?#OAMnMUtOMASWZnMUA"Acn=osmmunmUANUAL
'WIDE MICAL
�SINCU,'-
121r -M
16-
MUNDATION PAD NOTES:
CONNECT luIN3
rouwmrm PAD SHOWN ON THIS PLAN IS A N=AST CWCZSTS P=MTION PAD -'lilt PLYWOOD
PLAN PLAN Not to Scole
1. nM POUNDATVN PAD MAY 01 USED AN ALTUMTL
DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COACH 1 POUNDAT1ON!ADS 1IfALLunACSD ON UN
Scale: I" - 10' SCSI!: to 10'
i
it so lot C It IMP avurfln r(p" eptipp#4 3.
XKAKA
STANDARD - PIER FOOTING SPACINC'
- r
FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT PER 11011111E HOME MANUFACTURER': 8' L 3000 IV AT 2S DAYS AS TZSTSD AND M[A"ACTURM BY STARLMWIXHff CONCR17M
LAYOUT TO THARP & ASSOC. FOR APPROVAL INSTAUATION MANUAL b. PREFICIREDPADORINNTATM WHERS IM P00111111 3 THAT TFIR 1XIM DOWNION OF I= PAD U
INSTAI"TION MANUAL
STANDARD PIER & FOOTING SPACING CONFIGURATIDN SHOWN 18 THE WIN!WUM MMAR TOTHE COACH xxw (As aim ON To nAK
PER MOBILZ HOME MANUFACTURER'S NUM/ER OF PADS REQUIRED.
WHERE FIELD CONDITIONS ZSQM PAD ROTATION, No MIM THAN HALF OF THE PADS Of A
CONFIGURATION SHOWN 19 THE MINIMUM sir 1114' Kj.. TzAvuzz Lwa CAN a soum so uAT ra um Daumm OF TILE PADS A" MALLSL TO
NUMBER OF PADS REqUIRED. 1HICOACHIZAAL.
_aV
3/4 V= A.P.& EXT IOR 1.810 CC FL W= NU -QA3f7.PRPI0&
36. 112' CQAO SIZE NOTES;
air 31 1 2/ir rLM"
117AD&CIS 'L 1. UAXWU%ILZWM0F9I?KK3W=O0A= -61MT
Akcwp owl
3.5" 2. MAXD" LEN= OF DOLqU W= COACH 70 FiEL
4%4-4x4 VVr_/ 3.. UNLESS APPROVED BY THARP A AWQ. FLOM TO I1DO1 IZIM NOT TO V=M.
I MW POR SDICILB WIDt COACIIIIII
116 10 PELT FOR wwxLtW1DKC0=w
PRECAST C N C R E T E 12 FEET POR sr, N, i sr ooU1Ls WIDE COACM
FOUNDATION PAD ww
* ru w= owa= mum sAw nAcumm PArmw As viowN ON THE wwz w= u0nu
COACH.
S. FOR MY Comm SITE OTHER THAN AS SHOWN ON n= PLAN Ok' RNSWIM ABOVE. TILE MR AND PAD
SCALD -1' 1.5' LAYOUT RUM W REVIEWED AM APPROVED 111Y DONALD It MR? & MOCUIU
BEAM SM NQIM
3/4' PLYWOOD SHEETS 1. 8PACINO SHOWN ON THIS PIAN All FOR COACWJ WIT11 10 04CH AND 13 RICH WAMIS OR I BCH PACO
SCREWED TOGETHER WITH CORKLIOAM BKAMIL
30'x32'x3/4' 12 Of x 1 1/2' FHWS
PLYWOOD 2. ANY OTHER :INCH WAM 11 NOT To CAN7UJV1R WICIRZ THAN 6.0 FZET ON EACH END OF UNIT
AND SPACD10 OF 81MOC MRS CAN NOT IDXI%D M MT.
60
SEISMIC PIER ANDHOLES TOR r 'SAW�^nws
112' x 2 1/2' C.S. 31
4IIA&VA "M SAFM COM Wfoo qWj
FOUNDATION PAD V,
A P P 1 0 v 1 1)
IS'x32*x3/41 Is, 30, VJWM fo COMMICnow NOW
PLYWOOD
ti' 111
4*fti* d� or upper eW 0=b*w w ti NO C44mv
39 x
(of smo of C 0
ELEVATION 91W00 -W of Hn,&@ awl Cwww*j 090k~
NOT TO SCALE
321—
ALTERNATIVE PLYWOOD
3! �� 0
SPA NO. 15
FOUNDATION PAD 10i12-7
RISMAL OF 5
SCALE: I'v=1.5' "kis Pkp As w"vci expkest 4OAeo =Z-49,0 STATZ SUB
MMAUXw f1w")l
•
I
IV