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TUF-1 PERMANENT
FOUNDATION SYSTEM
ADE$C(>.GUS GUARD COWAN Y
5=51 FLORIN - pERKINS ROAD
SACRAM MO, CA 95523
P41: (app) 352-5531
FAX: (51 G) 3a3-5207
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STATE APPROVAL
WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET I Di 3
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STEEL ANGLE
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2' CHANNEL
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PLATE
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(2) REQUIWEO
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(4) REQUIRED
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ToICK TOP PLATE
or SCH 40 PIPE STAND WITH TWO
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01/2, ADjUSTElt HOLES _
JKSCO AIS PAD #503
STEER_ FRAME
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STAND BASE
TOP ffW
TUF-1 PERMANENT
FOUNDATION SYSTEM
ADE$C(>.GUS GUARD COWAN Y
5=51 FLORIN - pERKINS ROAD
SACRAM MO, CA 95523
P41: (app) 352-5531
FAX: (51 G) 3a3-5207
DIA. HoLE (D) PLACES
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STATE APPROVAL
WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET I Di 3
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GENERAL NOTES GUS GUARD TUF—I
I. DESIGN LOADS: LIVE LOAD - 30 LIL
FLOOR LIVE LOAD - 40 PSF
WIND LOAD - 90 MPH EXPOSURE 'C'
SEISMIC ZONE '4'
*SNOW LOAD 100 PSF (SEE NOTE 115)
2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON
A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROOLEMS.
3. CHASSIS BEAM SUPPORTS SHALL' BE LOCATED AND SIZED FOR THE LOADS
AS SHOWN IN THE "WOKE HOME INSTALLATIM IMItUCTIONS'.
4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR.
MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4',
OR NREM IT WILL ADVERSELY AFFECT MMI HOME UNIT.
5. CARRY ALL FOOTINGS DOWN TO FIRM. UNDISTURBED SOIL. FOOTINGS
ARE DESIGNED FOR 1.000 PSF TOTAL LOAD SOIL PRESSURE, AND
SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND
MAY BE USED 10 FILL LOCAL VOIDS IN" PADS.
i. STRUCTURAL STEEL• FABRICATED ACCORDING TO ALSO SPECIFICATION.
WELD ADCORDRIG TO AMS SPECIFICATIONS. ELECTMKS-370 PLATES -ASTM
AM COLTS -SAE GR S=ASIA A449=ASTM A3M
7. THE GUS GUARD ASSEMBIXES SHOVM ON THIS PAGE SHALL BE LISTED AND
LATIELED BY M AND ASSOGATES FOR THE FOLt01MNK: LOADS:
AVLOWAULt LOADS: NORMOMAL VEICCICAL
GUS GUARD TUF-1 2200f 6000/
GUS GUARD MGP PAD 2200; 6000/
GUS GUARD E-2 TIE PAD 2200/ 60001
t. DURINC PRELIMINARY OWICTION, THE ESTIMATOR SHALL ENSURE
MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION.
�. EXISTCOACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY ^-
ING
MISTALLM GUS GUARD Tiff -1 UNITS AS WW ON THIS PAGE OF TYPICAL
F�HMIBATMN�L -PLANS: .. ..
10. THE GUS GUARD RF -1 SYSTEMS ARE SAFE TOR INSTALLATION M FLOOD
PLAIN AWAS WWRE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT
OF THREE FEET.
16. FOUNDATION BLOCKS 16% 16'x12" POURED IN PLACE AT GROUND LM MAY
BE USED AT RNSFALLERS DISCRETION ALTERNATIVE TO TADS.
SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES
E= 2' MIN. / S' MAX. E= 2' MIN. / I V MAX.
S= i' MIN. /is' MAX. S= G' MIN. / 22' MAX.
VARIES 10'-70' (SEE TABLE ON SHEET #3) - •--
E S S— - -S E;
D D
RIDGE REAM SUPPORT AS
REQUIRED BY MANUFACTURER
ID (TYPIC -110 0 D D O
D � D D D D
s' NOW.
D-2--l-NOM. E
PADS IN ANY PAIR MAY BE I STANDARD M.H. FOUNDATION
>t ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES
OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE SUPPORT
AVON) CLEARANCE PROBLEMS. ENGINEER- TYPICAL THROUGHOUT PAD (TVP)
11. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED
THE NUMBER OF TUF-I UNITS UNDER EACH UNIT IS
THE SAME AS SHOWN REQUIRED PER EACH UNIT.
+cl. fro* �r.,�,.r•�'' _E;'�
12. SINGLE -'MDC UNITS REQUIRE ADDITIONAL RESTRAINT. • (SEE SHEEP" #3)
13. ALL METAL•CONPWITIS AND ATIACHNEHTS ITEMS SHALL BE PROTECTIVE COATED.
14. WHEN CONCRETE SLAB IS IN EMSTANCE. PAD IS 1101
REOIIIRED. ANCHOR STAND TO CONCRETE SLAB YATHi TUF-1 PERMANENT
FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. FOUNDATION SYSTEM
1S. GUS GUARD Tut -1 FOUNDATION SYSTEM PROVIDES
ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED AEFSCO-GUS OUAR
WITH EXISTING STANDARDS REQUIRED BY COACH 5151 FLORIN -PERK
MANUFACTURER OR REPLACE THEM ON A ONE TO SACRANCENTOCA'
ONE MSPS. .... ___ _, - -
STATE APPROVAL
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1/2-: 3 1/2- 1/2'x i" LONG (4) REQUIRED
EXPANSION ANCHOR ANCHOR SOLT 3/8- CAD PLATED BOLT. NUT & WASHER
(4) REQUIRED (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM
s AT f" O.C. (a) REQUIRED
i
RNMAM AR U M•
CONCRETE PAD INSTALLATION
POURED IN PLACE 160602 CONCRETE
FOUNDATION INSTALLATION t
CHASSIS FRAME
1/4- GRIPPER PLATE
(2) REQUIRED
1/4' GRIPPER RASE
1/2-13UNC—A307 x
BOLT 11r1TH NUTS
(4) REQUIRED
01 1/2- SCH 40 PRE RISER WITH
01/2' ADJUSTER HOLES AND 3/9'
THICK TOP PLATE
02' SCH 40 PIPE STAND WITH TWD
01/2' ADJUSTER HOLES
AIIESCO ARS PAD 0503
STEEL FRAME---,
35" MAX
TO BOTTOM
OF PAD
f
01/2'x 3 C.R.
LOCK PIN WTTH
01/8* RRIDOE
MN '
LIGHT HEAVY -WEIGHT
PLASTIC PAD INSTALLATION
NUM—TW MILL mmm 11w?m
-WIDTH
NONE 24 2i
OF HOME
44
UP TO 44 a a
a 1
12 12
1T 1 16
4w-1" N iM201
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12
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a
a a
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10
10 10
>► sw WERLK ur lull -1 ML61%npwo NUMBER OF TUF-1 REQUIRED
AM SINCLE MADE UWM REQUIRE (4) E -Z TIE PADS.. CM GUARD nW-1 PIERS ARE
TO RE PLACED AT ATPROIOMIITELY EQUAL NnTvALs ALM EACH rum RAIL.
TATE APPROVAL
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TUF-1 PERMANENT
FOUNDATION SYSTEM 3
ABF.SCO-0US GUARD COMPANY
ctcl T9 /1DTm 100wrl m wr%AT1
WAYNE T. POLVADO, P£ -LISTING NO. F94249 SHEET 3 of 3
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