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iN
I- BEAM
k5'_ DIAH_.S T ANDAF tD
a MEET PIPE
(SCIIE DLM.E ++0)
i' W OR 10' LENG1111
b
li2' MIN Ek7ENSIC7N
I'nS i NUT
r1. Al TAR •
II,R[AU \
314'.P' PIPE
- i
3i4PRESSURE RfA1E1) PLYWOOD
24'
3.i 4' ANCH(1R RODS, 4 EACH
WHICN CONDIiI[INS RE0IIIRF. Y(10 MAY
�• 1'F'll: DRI(L 11-10 IPI rOR AI4010F' RODS
15
ARIES 892 NOT=
p
or MOOM 1 C. P. A PJ C 1-1 F] R P I E_ R
COACH rr j SCALE: I" =Corr.
SINGLE WIDE MOBILE COACH
Scale: 1" — 10'
gUTANUARD PIER & FOOTiNG SPACING
PER MOBILE HOME MANUFACTURLR'S
INSTALLATION MANUAL.
CONrIGURAT1011 SHOWN 13 THE MINIMUM
NUMBER OP PADS REQUIRED.
r
COACH 1 SAN
`. 3/111
.;; .. •. :::•. n.......,. :. .,; ..>^.;„•.. ..: .a: r.+:: >i�:)S:'.:>r:•F;i;;.•ai::..... .. ^i•','S',{< aai :i;F;;.,p!%.
S(.x.Tt ::,�i•,e?,..,, ti,.: :,.<::£;�:r:)ti?:S; ::•; ' •• :.:>y;?: r: '• •r,' '!;::., . '•;y
St[ItT PIP[ .i �.,k�»::::k);•i:::: . •< : •
LiM PIP[ Ir r LTA' MAIL ?: ' �:.3 � FLOOR E7ITOSURE
SOCAIILE 40 PiPE >`k<
It, UR lor LENGTH
40 C
3/1611, 63' CLAIP F` ;
9/16'
4 ttOl[S 1. •• •r •.TIli4 DRSION iOAI� /NAIL B8 C(N1lliril3WITH ROOF
NT WLM LOAD, WOW LDAD4 AND SEISMIC TOMB AI
RK rABW R W VM MMAN T HlI1B•1)iI4O WITHIN A IM(XF1C LOCAL AREA.
0 3/S'xr i
FLAT UA S. ALIT POOir” ARE TO BE /f V%TBD BY MM. LMRATURATW UNDit7 BMD CrAIRRIVE BOIL OR ASPHALT.
I Ew K011HOB ARE DRU30DFOR, 1000 MP TOTAL LOAD SOIL 1RESMAE AND /HALL B9 COMPAITBLZ 9YiiTI LOCAL
1' PIP[ 11C4LOOHnnION&
• ALL 4 EACH
1tM[AO ,4. STRIIC7TJRALETREA.:
t1 SIiAI JL CONFORM TO MTM A36 F - 36 KAi MINIMUM.
k 111A11L BE FABIUCATBD AC� TO AMC SPECIFICATIONS.
T777-
SIIALJL OR WFIM ACCORDING TO AWS SMCEPICATTONS:
L EI.ECiFOORSS: E;0
ANi�+Olt ROK R, PLATES: ASTM A36
PIE�1
DIAMETER OL. AMC"AMC"DOLTS: ASTA307
hr. - BOLT'S: SAE OU -MTM A449 -MTM A323
MAY V. TIDLEADED ROO COI D DRAWN uIw CARBON WET,DAGL E
VICK coNP!TIONS WOMPE, YOU
Ap PPC -SPILL 1 -Li It mt TOR Acid—w I317D�: ° ' _- l ALLMSTALCOWOrMM INCLUMO MAIU A K:NYWS RTIC. ARE TO BR PROIiEC7TVE COATED
r !. THE i u AND Rww BIiAM SUPPORT ASSEi�?.°4. SHAT 1, BE COATED wlnH SHERMAN WU:I IAl IIB a I -RC2 OA
APPROVED IQUiVAUENT ANY) /IIA11. BE', LISTED AND LABELED BY CERTiF D T"a8'FINO A�!- ' SULTiNti
RUV.ICES (CTC) FOR THE FOLLOWING LOATH:
C, P, ANCHOR PIER a. LATERAL: 2667 Aw MAX
SCALE, I' - 10' IL VERTICAL: 1125 U MAX
6. T HIS FOUNDATIONI U FOR PLACING MANUFACTURED BUILDING CONSTRUCTED WITH 1,0110 TUDINAL OR
doss IO1471.
1' BOLTS T. 1188 FOUNDATION PH AN is DESIGNED TO BE C(MRi1CTED ON A FAIRLY LEVEL SITE WITH NO 8'1iNO SOH.
FIELD DRILL IIUL E S PROBLEMS, IF BRIT LEMENT OCCURS ix1E TO POUR SOIL, SEE NOTE 9.
UPT 1 UN OF S pOUNDATION FOR C j AMM BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR TIHE LOAD M 81 iOWN IN TTHE
4 — 414 T E X TTS C(IACN C MOBILE HOME NSTAII ATION INSTRUC110NS.
OR J BEAM
3' k 3' 9. iN AREAS WHERE', DIFFERENTIAL SETTLEMENT (D -S-) CAN OCCUR. MANTIFACTURED HOMES BHIALI. BE
1/4')(2't(4' PLATE RF.ADAMM WHEN D.S. EXCEEDS 1/4•, OR WHEN iT WILL ADVERSELY AFFECT 111E 118E OF THE
? ANGLE 3' WiDE MANUFACTURED [ROM
=01 LEIGH NOTES:
4 - 1/2' SEISMIC "
BCN.TS PIER
FOR TRIPLE WIDE (WACHEB, USE 6 C.P. ANCHORS AND FOLLOW BAMS PLACEMENT PATTERN AS SHOWN ON
THE 21 FEET BY 66 IFFZr DOUBLE WIDE MOBILE COACH.
2. FOR ANY COACH MIZE OTiIER THAN AS 811OWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD
LAYOUT SHAM, BEl REVIEWED AND APPROVED BY DONALD M. TTHARP R ASSOCIATES.
TYPICAL BEAM � SIZE N TIES
'vI,J1'FI e►.— V t ..:._: - nz• •tr.* tna Llltl.t'2".1�FplA
r' 1. SPWNG SHOWN ON *1 HIS
2. ANY 1" BEAM IS NOT TO CANTILEVER MORE. THAN 6.0' ON EACH END OF UNIT
AND SPACINO OF &E18M1C PIERS CAN NOT EXCEED 16.0'.
3. ANY 6" BEAM 18 NOT TO CANTILEVER MORE TITAN 3.0 ON EACH END OF UNIT
AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 14.00.
r Q I �iq
'ke p
OfEss
M
want b Co«I vT*wAle 6'1 EXF.
. j l ] ah,•...1 �a aN (,.v� k .�... � .T. •j'' -� N f
61.40 Al C0f..1. 4 g 7D ��` -• yG �C 7
[ [ [At COOts A►1a ITANa.LM04 / VUAL01 �__~�
_' . ,
L J
OF c���
1
SPA NO.� - cA7; a
10
C � C_ �.�y� • lr�s�
[ Jr L J i VARIES SEE NOTE 10..Ccbrdance Vi fL Raco- niwd Gyoo
L 1 VARIES SEE NOTE of CI qualv'iy pray i6^ for floe Spctils* Ince if) if
. + 1 r,.7 uP9l#Orl�1 1�iI311i1ing, 1w7 �+;,, P I nn'�r .fir
,,,I� P1 S�3E'CMTdOICiI
� 1'iiS 1 h'`
ou�ttllts or tri }I '0b O$�$ }? nes I3nd it I& u -T6 ,:
uor=ur
[J COAEII _ nWkZ Onp cI1=96S Or 4a r01i0�1S CSI, st!mD f
O%1gE or io c [., TTiffen permission Iron the Depar}mold0 P��
Mo111La '° ; Y",/ rzry 019,44,0 -
'COACH �—`
20' or 24'
PLAN PLAN
C.P. ANCHOR PIER AND PLYWOOD
PAD.
DOUBLE WIDE MOBILE COACH DOUBLE WIDE MOBILE COACH WHEN COACH HAS OUTRIGGERS.
Scale: 1" ]0' MUST DE UNDER OUTRIGGER
Scale: 1" = 10'
i
L�QTE: NOTE:
FOR NORD THAN TiUPLE WIDE UNITS, SUBMIT . }M -mon THAN TRIPLE WIDE UNITS, SUBMIT
LAYOUT TO TIIARP be ASSOC. FOR APPROVAL. LAYOUT TO TIIARP do ASSOC. FOR APPROVAL. I 1
STANDARD PIER & r00T1NG SPACIkC STANDARD PIER & FOOTING SPACINGPIM ` L�
M0011Z COACH HANUFACTURER•s a PER MOBILE COACH MANUFACTURER'S ����/�t� ,��,/ �11� I-1 `�' � ELEVATION
INSTALLATION MANUAL. INSTAU.A710H )MANUAL.
TNF. FOUNDATION SYSTRM IS SAFE FOR INSTALIAT10N TIIE FOUNDATION SYSTE'.H IS SAFE FOR INSTALLATION NOT TO SCALE
IN FLOOD PIAINS UPON REVIEW & APPROVAL BY 1N FLOOD PLAINS UPON REVIEW & APPROVAL BY : 1 _ Sl ! (i
THARP & ASSOC. r 1� T11ARP do A99oC.
11 11 34 B"w11117 QM MO. t(104N C(8AnnaM •
36" MAX
PATENT PENDING