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FOR MOBILES
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STRUCTURES AND EQUIPMENT INCLUDING
VERSETHAMOS SHALL BE CLEAR Or-- ALL tA,-S-K-:MEE N",,
F-l"VD-M THE SIDAND
A BACK D /L
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CM�R— OF STRUCTURES AND EQUIPMENT EX(;Llr,
A 2 FT. EAVE OVERHANG -
MOTH: All Materials
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COUNV Kf
eulLoNG DEPARTME f)
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BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville-, CA
PHONE: 538-7541
MOBILEHOME INSTALLATION SHEET
1. Owner's Name:
2. Installer's Name:
1A 1
3. Is the site currently under permit? Yes F-1No
(If yes,
the site an
furnish permit number
existing site?
) OR
No I
r7Is
Yes
CJS
(If yes, furnish two plot plans.)
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach
fields and clear of all setbacks and easements? Yes F)]< No
F-1
(If no, clarify
5. What is the mobilehome electrical rating?
--------------- ------------- / �J � Amps
f)
6. What is the mobilehome site service rating? j
Amps
7. What is the mobilehome site circuit breaker rating? -----
<f) _C, Amps
8. Is there any other electric load to be served by the ❑
Yes No
mobilehome site service? -------
-------------------------
(If yes, identify the load and size: Lin ki n 06� (Load) _–,��� --(Amps)
(in.
9.- What is the mob ileho.�ne site -gas pipe s izi4?
10 What is the type of gas service? -----------------'- Natural LPG
11. What is the gas pipe length from meter or tank to the
-----------------
>ilehome?----------------------------(ft )
(BTU)
it is the mobilehome gas demand?------------- ------
*(This information no- required if pipe length less than 6 ft. on
natural gas or less than 50 ft. on LPG.) Fr -T
NEXT PAGE MUST BE COMPLETED TO PROCESS PF -Ski iCA 0 ",
r
MOBILEHOME SUPPORT DATA
if other than single wide,
furnish Setup Model No. Year
Mobilehome Mfr.
ft. Ta or Expando Size ft. x ft.
Width (ft.) Box Length( ) Tagalong g
On all mob ilehomes manufactured after Otober 7, 1973,
file furnish
rnishhe umanufactnty of urer's installation
manual and structural setup sheets (if
FOOTINGS (check one) 1. Wood -pressure treated or foundation grade.❑ 2. Other (specify)
SUPPORTS (check one)a1. Concrete block. 2. Other (specify) -))1-CAi 131,c'OS
Pier Footing Sizes and Locations
SINGLE -WIDE
MULTI -WIDE
in 1
tine 1 _
s Line 2
Lin
Line 7—
Main Beams
Line 1
— — _
Main Beams
Tag or Triple
i.ine 4 -
_ ane 1
• • Line 1 Openings:
Line 1 Piers:
Size-Min.Size-Min.--- I`.
Each Side of openings
Spacing -Max. -""-' - With Width Over ----'__--
From Ends -Max.------- '-
Line 7 Biers: kunuaa
Line 2 Piers•
size -Min.------------------ "x ..
Size -Min .----- nxQr%n
Spacing -Max. , 0 .� -
„ From Ends -Max -------------- '-
From Ends -Max .-------
Line 3 Roof Loads - _ -
size -Min. ------- 7�O
Location (From Front) -
Line -5 Piers:-(Under.Bearing-Walls.Only)
Line :4_-Piersa
Size -Min.------------------ „x
Size -Min. ---
---------------
Spacing Max.
Spacing -Max .--------- �_ n
From Ends -Max .--------
---- �_ u
From Ends -Max .-------
Line 5 Roof Loads*
�f „Y ux u
Size -Min.--------- Z�„ "x Z /' „ "x "x
x
Location (From Front)
M
4
- - — I
D� 1
. _ J
_L_
OPTION
CAIKPE•1'•
fC/TCNEN
/z=0" x /z-'3"
/2.O" x V-47"
6uc5r BATH
/2'-O' x 2=9'
/2:'-O' x
A.16rR. OATH
exKf9T. AKA
/2'-O"' X
L-
K
2 EA . S
I c A• I Z a (Z. r, Tee ----1
STANDARD CAR' F'ET
L/V/NG ROOH / D/N/NG I r.4 /LY
iCOOM 2"'� A/�0 :mo $0090Op15 )
r4f9r'C• OlafV M/ HAL.L
/ N
12!0+ x
GOLDEN WEST
HOMES
o UN T 9 Y g Sr A T eeKsr• so 6F 1]01 E WA EHAN ST.
%f%rEl_ BEG��•)mMIL.Y R�•) Aad SANTA AN& CA 92709
SUPPORT PIERS MODEL NO PHONE: 17141 LISA=
CAPACITY FOOTING SIZE DRAWING CARPET LAYOUT AND RIDGE �60gc4
CAPACITY FOOTING SIZE O p 48'x24"' TITLE BEAM FIELD SUPPORT PIERS
8 O O O T< DR WG. NO.
t 2000# 12��x24�� m 10,000# 60"x24" �_ s l9 e9 .CE609C W
DRAWN er
4000# 24 x24 G,•2/• 89
36"x24" - REVISED
3 6;000#FOR FIELD SOP!'C :' DETAILS, SEE DWG'S. S-1 and S-3 OF INSTALLATION MANUAL'. NO G ov (Acx 1, s
ik�allII,I & II
EQ EQ
—Ec3D-- —
a.
i
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PIDGE SUPPORT
to 8i I I I AD S SPACING P R
MOBILEHOME
_ -EMANUFACTUR
INSTALLATION
I I I MANUAL' I
EXISTING EXISTING
MOBILE MOBILE
s c� BEAMS COACH
t I I I
I
I I I I
o952
DOUBLE WIDE TYPICAL
20' OR 24' OR 28'
PLAN 3/16- - 1'-0"
FOR RRDOUBLE, TRIPLE OR MULTIPLE WIDE UNITS
' FOLLOW SAME PLACEMENT PATTERN IN EACH
ADDITIONAL MODULE
9
b
b
io
COACH SUPPORT GIRDER M
b
zo
to
I
0
0
0
0
0
0
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�('ENERAL NOTES:
INSTALLATION INSTRUCTIC%'S IT
DEFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1991 EDITION 1. MARK CHASSIS BEAM ACCORDING TC REQUIRED SPACING
is DESIGN LOADS: 1. FOUNDATION FOR CHASSIS. BEAM SL�RTS SHALL BE LOCATED AND
VERTICAL ROOF LIVE LOAD - 30 PSF, FLOOR In LOAD - 40 PSF SIZED FOR THE LOADS AS SHOWN s THE MOBILE HOME INSTALLATION
LATERAL WIND LOAD - 80 MPH EXP. 'C', SEISMIC ZONE 4 INSTRUCTIONS
2, THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD, WIND LOAD, AND 3, LEVEL THE SOIL AND PLACE PRE- J -T CONCRETE PAD BELOW MARKING
SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC. LOCAL AS PER LAYOUT THIS SHEET
AREA 4. ASSEMBLE SEISMIC PIER TO RS LGW'=...,,-T SETTING, PLACE R ON
J; ALL FOOTINGS ARE TO 8E SUPPORTED BY FIRM, UNDISTURBED SOIL, FOOTINGS ARE CONCRETE PAD AND ATTACH R TO ' Ao WITH 2 - S/A' DIA BOLTS
b ! DESIGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE 5, RAISE TOP SECTION OF SEISMIC PIES JNTIL IT TOUCHES BOTTOM OF
t,
WITH LOCAL SOIL CONDITIONS
CHASSIS BEAM BY TURNING PIPE r":'1R TURNS EQUALS ONE INCH
Co i
4 CONCRETE: J000 PSI AT 28 DAYS AS TESTED AND MANUFACTURED 9Y STARLRE CHANCE IN HEIGHT) TIGHTEN FOUR :-AMP BOLTS FIRMLY
WEIGHT CONCRETE 8. CLAMP UPPER PLATE TO BOTTOM 'CF .HASSIS BEAM AS PER t)ETIVI:
n -THIS SHEET
5, STRUCTURAL STEEL: SHALL CONFORM TO ASTM A36 Fy 36 KSI MIN
FABRICATE ACCORDING TO RISC SPECIFICATIONS, WELD
ACCORDING TO AWS SPECIFICATION
ELECTRODES: E70 dV10?frJL
PLATES: ASTM AJ6
ANCHOR BOLTS: ASTM M07 ,,, o/o,,s COACH LENGTH NOTES
z z BOLTS: SAE GR5 - ASTM A449 - ASTM A325
THREADED ROD: COLD DRAWN LOW CARBON WELDABLE 48' OR LESS COACHES MAY REQUIRE .-ryy'PIERS AND PADS `Win in
�L PER BEAM, THE SPACING WILL GOVV-s. k' TOTAL
L NUMBER REQUIRED
6• THE PIER AND RIDGE BEAM SUPPORT ASSEMBLIES SHALL BE COATED WITH SHERMAN
WILLIAMS E61 -RC2 ENAMEL OR APPROVED EQUAL AND SHALL BE LISTED AND .LABELED FOR COACHES 48' TO 60' USE NUMEF_R OF PIERS AND PADS AS SHOWN
BY INDUSTRIAL TESTING INTERNATIONAL FOR THE FOLLOWING LOADS
b MAJOR AXIS: 1400 MAX COACHES OVER 60' MAY REQUIRE 1 :1F' MORE EXTRA PIERS AND PADS H � �
b I PER BEAM, THE SPACING WILL GOVea% TOTAL NUMBER REQUIRED x "
to N MINOR AXIS: 900/ MAX U
VERTICAL 8000/ MAX
k 18 7. THIS FOUNDATION IS FOR PLACING MANUFACTURED HOMES CONSTRUCTED WITH BEAM SIZE NOTES 0 1
0 � LONGITUDINAL OR CROSS JOISTS E b o 0
L15�• SPACINGS SHOWN ON THIS PLAN ARE =0R COACHES WITH 10' do 12• BEAMS z
°- (L o G 8. THIS FOUNDATION PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH
ANY 8• BEAM IS NOT TO CANTiI�'F * MORE THAN 6.0' ON EACH ENO OF UNIT a
to 3 NO EXISTING SOIL PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR SOIL SEE NOTE 11 W
w w AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 13.5'
9. PRECAST CONCRETE PADS SHALL BE PLACED ON LEUNDISTURBED SOIL Z
VEL o a
5 10, VOUNDAIION FOR VOSSIS BEAM SUPPORTS SMALL BE LOCATED AND SIZED FOR ME
o LOAD AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTIONS
1: 2 - '°'xi' BOLTS 'r
ZIP. w 11. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (O.S.) CAN OCCUR, MANUFACTURED HOME FlEI �.1R1'_L HOLES %n
SHALL .BE READJUSTED WHEN O.S. EXCEEDS 1/4', OR WHEN IT WILL ADVERSELY AFFECT COACH C OR o
cc w THE USE OF THE MANUFACTURED HOME 40PTiC 1 FTEX STS I J BEAM
0 0 3" x3'
12 DEFINATION OF LEVEL FOR PRE -CAST FOUNDATION PAD CN EXISTING ASPHALT AND CONCRETE 2'z2' :: ! 6' PLAN z
IS THAT, THE GRADE CAN VARY 33 IN EITHER DIMENSION OF THE CONCRETE PAD ANGL= LONG
W
13, THIS SYSTEM IS ADAPTABLE TO STANDARD HOLLOW MASONARY BLOCK PIERS a
i 0
FOUNDATION PAD ORIENTATION _ SEISMIC
COACH I BEAM 4 - PIER vi
SINGLE WIDE UNITS: YxJ' PLATE BOLTS
W
PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS Z
THAT THE LONG DIMENSION OF THE PAD BE IN THE COACH C OR v
' I I TRANSVERSE DIRECTION J BEAM
y �1I WHERE PREFERRED ORIENTATION CAUSES THE FOUNDATION 2 - 3/8' :ia_'•5
1 ii PADS TO EXTEND PAST THE SKIRTING THE PADS ND BE MAX TUBE HEIGHT 4 _ 3/8" FIELD DRIL.. -(D: ES 6"x3'
ROTATED SO THAT THE LONG DIMENSION IS PARALLEL I' SHORT TUBE BOLTS OPTION CF PLATE v
T THE BEAMS SUPPORTING THE UNITS 13' LONG TUBE 4 - /1A 'F': 37S
SEISMIC
2 DIA
STD PIPE PIER "�"'
SINGLE WIDE TYPICAL J DOUBLE, TRIPLE, OR MULTIPLE WIDE UNITS:
12` OR 14' PREFERRED PAD,. ORIENTATION WHERE EVER POSSIBLE IS BOL �f/8
JTFUT 'EHE , LONG DIMENSION OF THE PAD BE IN THE TIGLHTEN O CJ
3/16• PLATE w
TRANSVERSE DIRECTION . TO 180
IN -POUNDS
WHERE FIELD CONOITIONS OR SKIRTING REQUIRE PAD TORQUE CLAMP �� -��� BEAM N
ROTATION, NO MORE THAN HALF OF THE PADS INA>_
TRANSVERSE LINE CAN BE ROTATED SO THAT THE LONG C C N c t V G I O' N V S J - i "� (A
PLAN 3/16" - 1'-0' DIMENSION OF THE PADS ARE PARALLEL TO THE BEAM •
SUPPORTING THE UNITS 3/4 THREADED Z
R00 l' 3/16' PLATE O
SEISMIC PIER AND
PRECAST CONCRETE PAD
'A` 7TCil4F4ir 1 T IIF m —
RIDGE SUPPORT PIER do PAD
TYPE PER MOBILEHOME MANUFACTURER
'INSTALLATION MANUAL•
NOTE:
THE FOUNDATION SYSTEM IS SAFE FOR INSTALLATION N FLOOD PLAIN
0 1'-0" ARS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE
ELEVATION 3/e"
HEIGHT OF 2.3'
INSERT FOR
518'x 1 1/4'
12 SQ IN OVERSIZE FOR CHIPPING
AND OR CORNER BREAKAGE
`• %0 N
L GS TYP OF 4 �p 1--
1/4'
5/16' PLATE 8• ar
51f x) Ile BOLT
HARDENED WASHER
SEISMIC PIER 3' . 1'-o•
36 1/2 CP - SEISMIC PIER / 1 PATENT PENDING
5/ext J/8' FLANGED NOTE:
STAINLESS STEEL 180 IN -POUNDS IS EQUIVALENT TO 15 FT -POUNDS
ANCHOR INSERT c
4x4 -4x4 WWF L�
D ECAST FO U N DATI 0 N PAD 3/4• - 1'-0•
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