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ACH
°.A. AM�OR Plitt
Mvar BE ADMACM" TO
All OITfAlQaaLtl 3 I 'T.
LV
Cq
Eiovrwli
or VOW.
COACH
12', 14'1 OR 18'
PLAN
SINGLE WIDE MOBILE COACH
Scale: -I" - 10'
.41
t f
Cf
Dann xO1Mx Cocoa
C�A inysoaIjOR Pmt»'
MVS! Iii ADI/CENT TO
All 0VrR10= .* I IT.
C�
or IlOBIfJt
. . coActt • .
MIN.
12', 14', OR 18'
P LAN
SINGLE WIDE MOBILE COACH
Scale: I." - 10'
4 4E I4 4
4 4 4 4
_ ��...� ��«--� of
4 4 4 4
11p.. �j
tiarl.uun0uc Q
xt>MMU-4 1
Cr
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C.P. ANCHOR PER
Aver ml AtvAcillr ro
AN ovrlaoo" ,t IOvnm
02
LLJ LU t�J .
or
0', 24'1 26', 28', OR 32'
PLAN
DOUBLE WIDE MOBELE COACH
Scale: 1' 10'
FOR MOTD: rda TRIFLIC ims UMTS, SUBMIT ..
LAYOUT TO T'HARP h AMC. FOR APPROVAL.
STANDARD PtCR do FOOTING SPACING PICR MOB=
COACH a CANUFAGYilM'9 RMAUJTION MANUAL
tTT1'HOUT MANUFACTURE 'S DMAiIATTON MANUAL
SPACING OF BTANDARD FUM AND PAD SUPPORTS
TO BE DE'iZMftR= BY STATE MOBILE HOi= -PARK
PARKS ACT.
! ( ! ( N
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I [1E,rri
If !
PLR YAWVrAG;V=*X
INVAUA,TM
! I !
C.P. ANCHOR P=
TO VM =ADiAc7it1`t
All OtrrRlPM I I R
---•--20. 24. 26. 28, OR 32
PLAN
'DOUBLE WIDE MOBILE COACH
scale: i" - 10'
r " r �i�:w-rrrirrrwrr.rw
V tXIACH I TrICAII
3%M/4' PLA `
V 4}.wl
4 Ile XLTt
1
J
...1e.1
11��l�lks. �
ovnvm °r
I
oow
I I I
9 } 1 1
---•--20. 24. 26. 28, OR 32
PLAN
'DOUBLE WIDE MOBILE COACH
scale: i" - 10'
r " r �i�:w-rrrirrrwrr.rw
V tXIACH I TrICAII
3%M/4' PLA `
V 4}.wl
4 Ile XLTt
1
J
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� !we � /t.11 �IIi�1i 1��1
r;11;� a -:
•1 �
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RE.ViSIO.Ns" .'BY
2. THS D#SIGN LOAD SUM BE CON�1" ' ROOM' LiE LWDI � LOAD, AIfD
SEIMaC ZONZ AS ESTE FOR PTIRMAIi W A1JIIl'N G WI'THX A CTF[C LOM Aii`RA.
a THIS SX9�1'hM D3 D}I=NED TO RE8L9'I' A MINIMUM LA'TSIUL LOAD OF 15 PSM' (`iTI'LE Tay) � . p
i>W, oR 7. 1 1iGTH IN ADDITION THZI DO�UBIX AND TK[Pli >kIDEB ARI: D>�tiSA TO IAADB '
Id WOO= W 60 XPH, 1�fURZ B IN AOOORDANCIA WrrII 'iii! 1p� • jl"' 1
S. THHN��gICtCIM OFg��`I� C.P. .ANCHOR P?1t' . FROM "ft�pTOPP X r '!1� TO T11R : WTTOX _ �••/ .O 00
. ANCHOR MIN MMAI Bl� AH0 28 `2 W' ?AR C.P. z � I ' .
N • • 4. ALL ?OOR"tNGS ARX TO 111 SUPPORTED BY FIRM, UNSATURATSD UNDMURBED COMM . kD
s ASM OR ND SiiALLABI ASPHAFOOTINGS ARZ LT.
WITH DL'�(IRED FOR iO F"ONSSF� T'�)TAL V rsom P z .Q
Bg �p�•�, pq
6. STRUCTURAL 'iTm-
a. BRAT. CON"RM TO ASTM A88 F�
b. SHA1L BE FABRICATED ACCORDING; TO RISC SPXCTFICATION3. � -F
a. SHALL BE ACCORDING TO AWS 1wICATIONS: a
L- $L9CTRiODE8:E70 !—✓ C0 p
it. PIATES:AS'TM A36
W. DOLTSOTANDrARD ASTM A307 � IJ
_515 Www4NIR i.. THREADC) ROD:COLD DRAWN LOW CARBON WMANIX
a/4' vVfxlD d. ALL M! IAL COMPONENTS WCLUDING NABS At S(OtM L'TC. ARX TO BIC F-•-� t71
"" PROTECTIVE COATED. r Q �ci
S. THS PTAH SUPPORT A&c=Z IIS SHAM EX: COATED VTTH SHOWN W.11= � • =-RCS
OR APPROVED 1'QUTYALBNT. o U L)
7. THE C.P. ANCHOR PIICR SHALL. DX � AND LAIBtLRTf BY � 'IT.STI G AND
3l4� Af itQt Rcros 4 EACH CONSULTING SERVICES (CTC) THE FOLLOWING LOAM. � a w 0
a. LATERAL : 28 . 1893 LBS. WORIONO LOAD
WHEN Ct�1DITIM REOUIR , 33.5 IN. PIER: 1433 LBS. WOF"G L D
PRE-DKJLL 9-10 tri VM A b. VERTICAL : 8125 WORXM LOAD " U 0 Q
1/t' DIAK FIT � MCHM R= 0, THIS SUPPORT SYS= 15 FOR PLACING MANUFACTURED BUIL CONS
WITH LONGrrVDINAL OR CROSS JOINTS. � H 'f' •
d W
�^l ��►►^^�i h p PIER
t 9. TfW SUPPORT SYSTE1i PIAN 13 � T0* BE ON A FAIRLY LOM � � �
L . F . AN l� O F A' 1 i� S W= NO MaS TING SM PR ZZMS, IF SETTLE OCCURS DUIC TO POOR Son,
SEE NOTA; 11.
0 ..
SUM BEU' L►.
SCALE: 1" = 10" PATENT PENDING 1°' T LORAD AS SUPPORT SSM �r� BBU MM �MUMCM IONS. FOR w 0 ra .
ti. IN Amw WTiIi:REI DTF XRI�N'TIAL (D.S,) CAN OcxtTR} MANiJFAGT'I)lIED HOMES E
sliAld. BS RSADJUSTED WHIN D.S. 1/4 OR WHEN IT WILL ADVERSELY AFFECT W Y
THz USE OF THIS MANUFACTURED HOWL a-4 0
12. ALL MANUFAC'TUFM RZQUIRet;D PIERS MU> I' BJ# POSITIVELY ATTACHED TO THE CHASSIS W tn
A" FOUNIDATION PAD. STANDARD PItR8 MUST BN MANUFACTURED BY CENTRAL � � tn. w
2 - 3/8' x 1' HALTS PH= OR BZ OF EQUIVALENT QUALITY.
FIELD DRILL HOLES 12. TMS S'YS'z"EM MAlY BE USED 'KITH MASONRY BLOCKS. THt MbW ISO:NO3` HAVE TO B>1C ttA tn O'
OPTION - OF ATTACHED TO THIS CHASSIS BUM OR FOUNDATION PAD.
4 - #14 TEX STS' COACH C h
OR J BEAM ,COACH SIZE NSF �. +' ' 1*
1/41x2'x4 : PLATE ' 1. FOR TFMX WIDE COACMW UP TO 70 FEET IN LENOTH, USE 6 C.P. ANCHOR$ AND T'0 ,,..�
ANGLE 31.- WIDE SAME PUICEMF.NR PATTERN AS SHOWN ON THE CORRESPONDING DOUBLE WIDE PLAN.
9. FOR ANY COACH SI7.IL OTHER THAN A5" S'HOWN (W TM PLAN OR R0WWfCZD ABOVE,
THE PIER AND PAD LAYOUT SHALL BE REVIEW AND APPROVED BY THARP & ASSOCIATES.
4 — 1/2' 3. UNLESS APPROVED BY 111ARP & ASSOC., FLOOR TO .RW= HZIGH'T NOT TO BxCEEH
BOLTS ANCHOR 12 FEET FOR ALL MOBILE COACHES. ifs
• -PIER
BEAM SI ZlE O'1 co
v
1. SPACING SHOWN ON. THIS PLAN ARX FOR COACHES WITH IO INCH AND 12 INCH BEAMS
COACH I BEAM OR 8 INCH PACO CORRUGATED BEAMS:.
2. FOR AN 8 INCH BEAM, ADD AN ADDITIONAL ROW OF C.P. ANCHOR PIS. TIEAM SHOULD
3' X 3' PLATE NOT CAXTIT.EVER MORE THAN 8 FEET.
U
_ I C) .
4 1/2
BOLTS' ENGINEERED TIEDOWN SYSTEM w CrJ �
ANCHOR APPROVED y. 0) C
PIER SMCT TO CORRECTIONS NOTED w Fryt CO
Approval does not authorize or approve any omission or IL-1 .�1 w
deviation from requirements of applicable State laws and ~
regulations.
TYPICAL BEAM CONNECTIONS State ofC&Ifornia C U � w
W
mmunity Development
Not to Scale D STANDARDS N
ByDate �/- Z- y, F•� z
1L•.•i • z
SPA No_.._...T 5 l o? ,� H U�
TAii Phut Approval Expiraea...,_ 2 QEF ESS/
Lo W
C\2 PL4
�' '� 0
>z ENO. P. I-3110 � + ►.t�
erne WIT !T� CIVIL
f7F CAIS
DATEt 10--14--99
IM I,� �r SCALEi .AS • SHOWN
C.P. M CHOR PMR AND T No =Na !R lilt 0 T I AIM >te
PAD, sTAHDAtm P>I�a _ DRAWN � YMW
VW14 COACN WAS DUT'RMMS,
MUST 9E ADJACENT TO Dt�IC>t1Llt t') JOB #1 95-36-85,
a r
.. SHEETi
TRANSVERSE S CTION
•
NOT o � scams - � � � . .
PATENT # 5873679 OF 1 SHEETS
�— -- ---- - T T
,
;tom
t�
1 T
't
BY
- CQACN I !LEAN ; 4/!Z/94 LP
' j OF TITi.I139AND.U.L1►C IM
3• x 9' PI.ATC j.
1•vuM L094 04/14/00 YW. t
W Li.i LLJ LTJ MAx Tue[ ataGt+T 1tlTz
x 9' SHORTYUtfC ,k' g,
14' LOK IU • • t m 3
Eli
.. .. - T
p.� STD PIPEy' yF`' Iv»'i7a„0.1riwxpl yF i�i� T "•"' 4
�'- toT -
W TIGHTC}4C31,A'
PLATE • !'M , • 4
wow
TO 180P
fN-PCArteDS'at cow UVZ AND TAPIE A$
pC7fINC UOrEtt { I f7 npq MONA I � � � TDRC.JEiJE'' �. Tid
WAS A � �
7
3/4' 1HtEACED'140 PLATE LCOS .
NQ Mows RODP Ci '. A
yy I I I I V'°°"'�'y f °
4. AU. +im;am .By Q'-: 1. ARtO A 3/16' PLATE 1 '�t1'tl6A.'IIOAD PIUMM e• x r ti•' VOLT
N WITH HARDENED VASHtR
x s lareucta a' czlea'm AM r ->� ecol.elava o
S E•I S M I C PIER Not to-Sr;aia a. azar 'r,D. TO � w
° ° N ATRm
C.P. SEISMIC VIERC - PATENT PENDING
I ( [ A9ys w
T" T NOitIv: TEBr
IEiO IN IS EaIVAt.ENT TCt tS rT-POUNDS ALLS�iAJL NA/Lk TITS• i01 OOA'tYA
j ( T At VA CM7wjo �+ft s W TAI- t� OIL u
. • - • • .,� . I AiPiLO AAi1A AI4D iSY � AAII7 TIAIO �
2 3/8 x 1 BOLTS Eutat ( 9 • ••� CJ
I I ( ( E'1ELD DRILL HOLCS
QP T IMI CIF a A 17401 : AE/A9�t U
A - 414 TEx:STS COACH C b, ' '�'' i FA MAX � a�, U
CA U
0 i OR J SEAN
DA
II! •ISI CON
WLT1{LOP8t3[TUQu1Al,OR 1u to'
u
7►. TEE .11
i I I I N 1/4'x2'x4" �O,x 3'
- I 1 ANGLE 3' WIDE
PLATE TO dR! A FAIRLY [.kV1tE. 81TIi 4V1iH N0 SbiL o s+` _ "
it19N1C flCk9 iCl9YIC 1'iCRS LJ i£t W DW ? 1 11, �.
1 /OUND PAS ( ° I i I I
• /OUNDAPA04 •R. IN TIV WT (D L) CAN . � SMALL D$
lC�l - 1 2' CC 1 S M 1 C D > . t14 , R IT ' *W- AID Y iiT�i U86 OF
BOLTS PIER . MA WF '
THO ZYiT131A 111 ADAPTAI U TO STANDARD 11014OW AY BLOCK PIS r,
., OUTL1;IB t ' .
OMNI! .� 0/ 11081L1<
Of C ... .
• .,a: .. • , � �u to
$1NCL1: WIDE TYPICALL
TYPICAL B E .
F:.
DOUBLE WIDE TYPICAL '
20'. 24'. 26' OR 26' --=, CONNECTIONS
PLAN T I. 'E'H8 c . !PAA `i°i AP 'C "LINDAr" PAD. THS PLYWOOD L
' LAN (V 0 t . to 'Scott PAI i,mAY IIdS -AN AL ATS ;
DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE •COACH a r eThl
' Seale: 1- +� iQ` . ^s`:,.F:-
,
It SO 14 Ov4RiiZi ►OR t►iN"►urG . j,
t �7t1[R. MLMtA
STANDARC P1EA k 1@�TINCf 9PACINC AItDVaXWTCONCRZM
FOR MORE THAN 'TRIPLE WIDE UNITS. SUBMIT PER MOBILE !1CME MANUFACTURpt'S }$' u+ I' a A'C'901SAY8'AIl �m8: HYtT .
LAYOUT TO THARP k ASSOC. FOR APPROVAL
INSTALLATION MANUAL. - `�_
vTANDARD PIER k FOOTING SPACING k tA0 � tT OF P-41)
•
-PER 'M08ltZ 'H011E MANUMC'CURER'S. ��" '.. •4,.. ' •: 'l.�T:9 . �(�
INSTALLATION MANUAL u+star � M1.r `°` a W FfTffiLIa � PAD A No THAN MALY t'.6° PAD11 IN A c
519• . 1 1t1• It1. :* TTLA a BCAN ,4"vtoT"T OJ'TIid3?AID MZ1PARALJ.ILTO
0 24p To CW= Mm
4. "
A►�.A r .x•�cc. •a►r in
36 112'
Sir ti i I* rtMetn.'
t;tNKRtt t�t[l ,
Awjw IN t j
4.4-.i »,. 11Y IR To ATO Mm
1 a
PRECAFT CONCRETE: .,
i 4. PA ADS. ON T= DOUEILZ WIDE /108112
FOUNDATION PAD
COi
Il. FDIC MY ELS TX4X AA • ON TTS KAN OR IET1dCED TIM FM AND PAD �
SCALE- 1 _ 1.5' LAYOUT U AND BY DO NAW b6 & en
/ate
•
3t4' PLYWOOD SHE -CIS
SCRE WED 106
ETHER WITH 1. APACINO ffi ON !CART 1Kkw COACHE'31N'1'i"iri 10 IAK3{ AND 1j NC
1i t 1 RVC$1 PA00 0 �w
10•x32'x3/�' .
8 •N8 x 1 1/2' FHVS
PLYWOOD
I t A1rY : ROT To THAN 6.0 FU.AT ON Pi END OF UNIT
AND CP O CAN NM
i�llt 1.1 F UF2 1 `
AM 1 =EB SWr =l
+ ' i
SEISMIC PIER AND
APPROVED
. � F'OukDATiDN PAD -`'`,�
180xi'41'x3/4' '
. I
- 1
PLYWOOD 1 i 1SUBCORr�.,.L i iCi:�'S. Nei
x x w + ftDMNOTAVi 0R12.'.ORAftOVBJWY01101111=1114 OR mmm
FROM REQU1886sFNt!g of
A"UCAI" SM LAW'S ANTj MUL11 ION$ OP O
E L E V A T I O N DLT
,. NOT TO SCALESTAMARDS
lob 95-36
- _ � •
A1.,'] ERNA` 1 V E PLYWOOD
FO U N DAT [O N PALS �' -r--- PA'TEN'T 11 s59.5 66
RENEWAL OF
S,rATE SUBMITTAL 30-5F Of I