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STAAIDA,RD PjER 1, PADS
FHOWE -ETI—,
SPACING PER RIDGE
I �UAL 'Llp"011
"\lUFAClUREr', 'INSTALLA-,60N MANUAL I PIER & PAD,
SE],cw,IC PIERS &
PRESSURE TREAIT'-E
PLr,qO`C`D "PADS
I SPACING PER I
"NUFACTURER
'INSTALWION
""UAL'
�J
EXISTING
MOBILE
COACH
8 EAJV, S
6-
44 Lt—
F_
[70
.LiN.E OF
uOuLE HOME Ll
UNC
DOUBLE WIDE T1 P;CA
20' OR 24' OR 28'
F 7-1,1P.1,E OR � -ULPP,F tVIDE UNITS
FOR DOElL"
_
F o RL L 0 W S-,P,4f pLtcEmENT RATTELRN IN' F,40H
,0DI*rio,IZ mODULE
Co,,,CH SUPPORT GIRDER TV
;A nn,,q IN
T1S3 nt ojr.3jsn, t vs ntsv to
"sept 0,1 th-e job P -t 811 ti�lm�I;
it is lolwftl to
:1 on 0
r sltiravons sart
mmk�e y ins'. 1�hublua
Lae bs
v,ork,
d
Xbo
kGasd , e
pl.scrfbed for t", - & jLacj,,=jQ&l
vjf a Bl� _,u_mbin,6y
v
in Itha gj,ff ") -1. 1 - Blel3tViCal Co' 'e'
,el -.4 A.Ild the atio
son,"ic PIER MD
P Aq OOD Fool -,NG Pf
RIDGE SUPPORT PIER a" PAD
T?E PER MOBILDiomc mANUFACTURER
TALATIOif '�_LOOD PLAJN
sAFFE S
Foli IS FOR IN
or. rLOOr\j,\,IG DOES k,07 EXCEED THE
%,,114ERE DEPTH
E-LEV" 'Ot,\! 3le
30%32%3/4'
P0VOOD 314,' pInleVOOD SHEM
p0f,f- FOR/2. 12
PLYWOOD
HOLE FOR
GROUND ANCHOR
n,? OF 2
BOLTS
ilGHMEN 0, s� PLATE
TO 180 p :
t'N - P 0 U N D S n(PICAL BEAM
TORQUE
CONIINDCMONS
3/4- TTrtREE
ROD 3Z 6'� SLATE
LLGS r�F` OF 4'
�o
PLATE VX8, to
BOLT
IF Tw
VARDENED WASHER
s zv� E, il S, m 'CPIER',
Lit D SPACING
IG To Rco IR:
REFER�,yCr. CulFaRlJ!A CODE OF REGLx,� AND us.c. i wn! M!
BEE LOCATIED AND
0 t ;4. 1 'IN
2, SEW ;r-P\0)RTS SHALL
MR T,
N < UOSj,,,F L
V. DESIGN LO,0S:
R100F LIVE LW - 30 PSF, PLXR LAIC LO -0 - 40 �SF
stZ0 FOR THE LOADS Ai SHOM
LA',1EVkL: t�,ND LQ0 - 60 1 PH D(P, SEiS&4C ZONE 4
-LA�;[ KYVOOD PAID SELG�l f,
S Sj_tALL BE CONSlqZNT Roo, W AqD
2. THE DESIGN LOADS F b%�E 100, M.ND L
'^lFtC
3, ! t_V�a Nu ir
AS PER LAYOUI
PER.ENT SU LCZAL
SEISMIC ZONE AS ESTABOUSHED FOR ILDiNC t1fil"HIN A SPED,
-T' ;',SCE ON
AREA
tqG�
4. ASS-EVELE SVSU!C PIER TO Ot�ILSTt SL LXA BOLTS-
0 IPAD �4"T"' 2 7
3. ALL ForiNGS ARE TO BE SUPPGRTED BY FIRV, UNDISTURBED SOIL. FOOTIINGS A�RIE
PLII,v000 PADI AND ATTAC�-'
YOF
fT TOUCHES BO nmMl
DEStGNEo FOR DOG !:ISF TOTAL LOAD SOIL PRESSURE AND S. s. Be COMP.11,11SLE
5. RAISE TDP 'SECr,sON Cr S-eSV,'C elEk UNML
IIJRNS EQUALS ONE IN C R
sk
ml,*H LOCAL SOILI COND{T11ONS
qEAM Py njR[qI,,,IG pip-- (FOUR
CHASSIS SOTS FIRM&
LN H E) G hl'j C pj
4, PRESSURE 1"R54"JED PLYAVOOD: 3/4' A.P.A. 46/24 EX',ERIOR PS 63 C.C. PLUGGED
CHANGE
PLATE yo 90708 OF CWSIS SEA�� AS PEP DETAYL
NER CA' 397 PRP 105
6, CLASP UPP ER
ILY
0
Ti��S SHEET
5. STRUIC7"URAL STEEL: SHALL CONFORM TO ASTV A36 F,--; 36 KSf VIN
FABRiCAIFE ACCORDING TO kISC SPECIFICATIONS, WELD
ACCORDING TO AWS SPECIFICATION
ELECTRODES: E70
PLAITS: ASTM A36IAIISIL
LENC3T.. H' NOIEL
ANCHOR BOLTS: ASTIM A307
BOLTS: SAE CR5 - ASTM A449 ASTV A325
___�_QACHL
8, OR LESS CokCHES UAY REWIRE FEIVER P:ERS 4t.ND PADS
')WED
READED ROD: COLD DAMN LOW WSON WELDA&I
TSE LL
p Ejq 6 EAM, 7 SPACING MLP GOVERN TOTAL IqUWBER
THE PiER AJND RIDGE SEAM SUPPORT ASS&4BLJES SHALL BE COATED WITH SHERAWV4
r R Ca.kCHES 4,6, '10 66' USB NVUBER OF PIERS AND PADS AS SHWIN
4
6,
WILI.LkVS E6, -RC2 ENAMEL OR APPROVED EQUAL AND SHALL BE UST. AND LABELED
LOADS
10
aRk PIERS AN D PADS
REQUIRE I OR MORE E,,
BY INDUSTRI,4L TESTING INTERNATIONAL FOR THE FOLLOWING
COACPHIES OVER 66, vLL REQUIRED
'I"HE Will MrERN 'TOTALI NU�SIR k
11,AjOR AXIS: 1400�; ,k -(AX
PER BEAM, SPACING
€�'NOR AXIS: 900,4
NOTES
_R_
7. nt IS FOUNDATION 15 FOR PLACING VIANUFAC'TURED HOk4ES CON:51 UC'ED Wn'-
FOR COACHES �jm 11E0'& 12' BEAMS
iN A.Rc k
LONGIT'UDIW',L OR CROSS jOISTS
SPACINGS sHvAw ON THS PI,-
DESIGNED TO BE CONSTRUCTED ON A FAIRLY LrVEL S17
8. N, IS FOUNIDArION PLAN IS DL
mwY 8r 6Eaj,,I IS NOT TO CAVI"MER MORE T"qW11 S,o- ON EACH END OF UNIT
IF SET CURS DUE TO POOR SOIL SEE NOTE IT
NO EXWD40 SOIL PROBIFEMS, "RLMINT OC
AND SPACING OF SEISVIC PIERS CAN' NOT E.XCEED 13.5'
,
9. PRESSURE 7EATED PLn'000 000 PADS SHALL BE PLACED 01,4 LE\a UNONS-URSEDD SOIL
10, FOUNIDA111ON FOR Cf-VSSfS BEAM SUPPORTS SHALL' BE LOCATED AND SIZED FORME
LOAD AS SHO)AN IN THE L40811 HOVE INSTALLATION ti\STRUCV�OK":
AREAS WHERE D0ERENTIAl SEl_TLEMX-T (0-S-) afi'�' O'ICURY fMUFACTI)RED HOVE
16'-10 BOLTS
'IE -D 6R.iil Liafs C, %CH c OR
1, gy
SHALL BE RL'kDJUSTED 'WIHEN D.S. DCEEDS 1/4% OR WHEN rt wf AD SLY A.,FFLCT
OpllON OF J SEAM
\
TIE 1'�MlLlr U RIE -4 0 U -
THE US. 'ACT 'D
OF
qz� To( SYS
L'-_�CL FOR PLY�VOOD FOUNDA'nOIll PAD ON C_1tSPVG ASPKALT,XYD, COKCRETE
PIA �T
;,Ni C LE Y LONC
12. OF
le�iAT THE GWE CAN VkRy 3'p Nl Etn' ER DIk,'E,'qS*N` 01c TIE PLA,100D PAD
IS
AD 'Y BLOCK PIER'S
13. 'NIS SYS"IFEW ApyABLE To SjANDARCt 1POLLOW MASONAR
PiEp
FNINIP,ATION PAD 0RiENTATfQN,..,.
COACH I S&W BOLTS
Yur PLAnE
ULE TRRIPLE., OR MULTIPLE 1001 UNITS:
co-ACH C OR
PREFERRED PAD, ORIENTAnON 'WHERE MR POSSIOLE IS
j a E.Z.,
PAT 7.1iE LONG DIMENSION OF THE PAD BE "N T's -?E
Is' BOLTS
TRIkNISVERSE DIREC110NI 6 0
6RIll HOLES7��!,,,
I TUSE HEIGHT
WHERE FIELD COl,,lDInlONS OR SKIRTING REQUIRE P,`0 V SHORT TUBE
FIELD PLATE
oppoN OF
BOLTS' 4: TE ASl S
ROTA ()t%,, NO MORE Irr M, ViALF OF j'tj'E POS IN A 15' LONG TUBE
TT
TP,,4,,N'S'rr-RSE LINE r-AJ\l BE ROTATED SO THAIih'E LONG
2' OLASEISMIC
7
-LEL TO THE SEAM
DIVENSl01\1 OF THE PADS ARE PARAL
I PIER
STD PIPE
supp3PRIIN13, TFE UNITS
T1S3 nt ojr.3jsn, t vs ntsv to
"sept 0,1 th-e job P -t 811 ti�lm�I;
it is lolwftl to
:1 on 0
r sltiravons sart
mmk�e y ins'. 1�hublua
Lae bs
v,ork,
d
Xbo
kGasd , e
pl.scrfbed for t", - & jLacj,,=jQ&l
vjf a Bl� _,u_mbin,6y
v
in Itha gj,ff ") -1. 1 - Blel3tViCal Co' 'e'
,el -.4 A.Ild the atio
son,"ic PIER MD
P Aq OOD Fool -,NG Pf
RIDGE SUPPORT PIER a" PAD
T?E PER MOBILDiomc mANUFACTURER
TALATIOif '�_LOOD PLAJN
sAFFE S
Foli IS FOR IN
or. rLOOr\j,\,IG DOES k,07 EXCEED THE
%,,114ERE DEPTH
E-LEV" 'Ot,\! 3le
30%32%3/4'
P0VOOD 314,' pInleVOOD SHEM
p0f,f- FOR/2. 12
PLYWOOD
HOLE FOR
GROUND ANCHOR
n,? OF 2
BOLTS
ilGHMEN 0, s� PLATE
TO 180 p :
t'N - P 0 U N D S n(PICAL BEAM
TORQUE
CONIINDCMONS
3/4- TTrtREE
ROD 3Z 6'� SLATE
LLGS r�F` OF 4'
�o
PLATE VX8, to
BOLT
IF Tw
VARDENED WASHER
s zv� E, il S, m 'CPIER',
t, eL� U— Cp
op — SE&A,,
NOTE. v r F- 4xAcv ro w4LKno-4 -^Am 1,
6
180 EoUrVAL; o �, I-POLUNDS
lit-POe�f1E35 >S fp
pL,,,njqooF) FOUNDATION F)AD 3/,v - v-c-
ua m -
Ij
r
W
SPA VN40
--- — ------ F
L,a-.~wit
C)
GI
ILY
0
k�
0
t, eL� U— Cp
op — SE&A,,
NOTE. v r F- 4xAcv ro w4LKno-4 -^Am 1,
6
180 EoUrVAL; o �, I-POLUNDS
lit-POe�f1E35 >S fp
pL,,,njqooF) FOUNDATION F)AD 3/,v - v-c-
ua m -
Ij
r
W
SPA VN40
--- — ------ F
L,a-.~wit