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113
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no OurgtlaOLrRB,
C.P. ANCHOR PIXR
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C.P. ANCHOR PIER
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IS GEE NOT%
MUlti' tali ADJACINT
TO AN OUTRI4QJ*
1
oroai®
COACHe'
_F2',
MIN
14', OR to'
P--J--,AN-
SINGLEWIDE MOBILE
Scale: l" — 10"
COACH
113
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C.P. ANCHOR PIXR
MU'To AX OITRIA 021
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MaN MOB1IX C « C
HAS OMUGOIERS, L
C.P. ANCHOR PEIR
Ku" BS ALJP c" m
TO AN OLITN I! �J
I I i I
OUTURN Or
COM"
W �)JIKB' YIN 8' MIN
20', 24', 20', 2t1'„ OR 32'
PLAN
DOUBLE WIDE MOBILE COACH
Scale: 1" -� 10'
i I I I
a �tasuit a Ra�sslffit"
I L_ ] ( ss I
' melt�
log
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4 + 4 t
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IIAB otnR1O(;C Ig. I I I I
C.P. ANCHOR FIS r}_,
14UST 8E ADJACJ
To AN autTalpansR
fiA OUTUN Or I I I I
COACH Efl ]
0Ud1AJ 1 I ip
orCO CCH
�.-- B' MIN.
12', 14', OR to'
,
SINGLE WIDE MOBILE COACH
Scale: I" = 10'
STANDARD PIER & FOOTING SPACING
INSTAYII.ATIONHILAE uANUFACTURER'S
WITHOUTMANUFACTURER'S INSTALLATION MANUAL
lMIOT TOMMF,SPACI G.8 SEETTANDARD PIERS AND PADS
vwwq", a" Pin. M" ctfifflvrmy
ti
VARIES 8EI NOIR
VAR
N
l.—S. MIN —1
20', 24', 26', 28', OR 32'—
PLAN
2'PL,AN
DOUBLE WIDE MOBILE COACH
Boole: 11" — 10'
o iIORE THAN TRIIPLE WIDE UNITS, SUBMIT
LAYOUT TO THARP kk ASSOC. FOR APPROVAL.
STANDARD PIER k FOOTING SPACING
PER MOBILE COACH ]MANUFACTURER'S
LNSTALLATION MANUAL.
WITHOUT MANUFACTUIRER'S INSTALLATION MANUAL
MAXIMUM SPACING F(OR STANDARD PIERS AND PADS
NOT TO EXCEED 4.0 FEET
IES SEE NOTE
13EVISIONS I BY
REFERENCE: CALIFORNIA CODE OF REOULATIONS, TITLE 25 AND U.D.C. 1994 EDITION.
I. DESIGN (AADS:
EVERTICAL LIVE (LOAD LATERAL LIVE LOAD SEISMIC
ROOF FLOOR WIND EXPOSURE ZONE
30 40 f 70 1"Ph C 4
2. THE DESIGN LOADS SHIALL BE CONSISTENT WITH ROOF 14VE LOAD, WIND LOAD, AND SEISMIC ZONE AS
ESTABLISHED FOR PERAgANENT BUILDING WITIIIN A SPECIFIC LOCAL AREA
3. ALI, FOOTINGS ARE TO DIE SUPPORTED BY FIRM, UNSATURATED, UNDISTURBED COHESIVE $OIL OR ASPHALT.
FOOTINGS ARE DFSIGNEID FOR 1000 PSF 10TAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL
SOIL CONDITIONS:
4. STRUCTURAL STEEL:
�. SIIAL.LCO)NFORM TO ASTM A36 F, - 36 $S SI MINIMUM.In
b. SHALL BE FABRICATED ACCORDING TO RISC SPECIFICATIONS. t0
c.
SHALL DE, WELDED ACCORDING TO AWS SPECIFICATIONS:tkn
i, ELECTRODES: 9701 00
il. PLATES: "ASTM A36
M. ANCHOR DOLTS: ASTM A307 :.
IV. DOLTS:, SAE ORS -ASTM A449 -ASTM A325
V. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE
d. All. MET'AU,COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE PROTECTIVE COATED.
S. TNM PIER AND RIDGE BEAM SUPPORT ASSEMBLIES SITALL BE COATED WITH SHERMAN WILLIAMS E61•RC2 OR • Q
M APPROVED EQUIVAI.ENJT.
3/8' x 1° DOLTS 6. THE C.P. ANCHOR PIER SMALL BE LISTED AND LADELEI) BY CERTIFIED TESTING AND CONSULTING SERVICES
2 (CTC) FOR THE FOLLOVNING (AADS: 'F1'
FIELD DRILL. HnLES �
OP TION OF .. LATERAL: 2667 b. MAX CI�
4 — N14 TEX STS COACH C b. VERTICAIL: 8125IN. MAX
OR J REAM
7. Tills FOUNDATION I8'FOR PLACING MANUFACTU!!ED NOME CONSTRUCTED WITH [ONOtTUDINALOR
1/4'x2_'x4' 3' x 3' CROSS JOINTS.
ANGLE 3' WIDE PLATE S. THIS FOUNDATION PLAIN IS DESIONEDTO BE CONSTRUCTEDON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL
PROBLEMS, IF SETT'LKIMENT OCCURS DUE TO POOR SOIL, SEE NOTE 9. t
SUPPORTS SHALL WR LOCATED AND SIZED FOR THE LOAD AS SHOWN 1N T
SEISMIC
HE
4 �� 1/c' 9• FOIJNDA'TIONFORCIIAl8818DEAM
BOLTS MOBILE HOME INSTALLATION INSTRUCTIONS. ���,,••���((( 0
PIERw .
lO. IN AREAS WHERE UIIFFERENTIAL. SETTLEMENT (D.S) CAN OCCUR, MANUFACTURED HOMES SHALL BE
READJUSTED WHEN D.S. EXCEEDS U4', OR WHEN IT WILL ADVERSELY AFFECT THE USE OF THE
MANUFACTURED HOME.
/�
TYPICAL BEAM
I. FOR TRIFLE WIDE COACHES, USE 6 C.P. ANCIIfi)RS ALJ I) FOLLOW SAME PLACEMENT PATTERN As SHOWN ON
THE CORRESPONDING DOUBLE WIDE MOBILE COACH.
CONNECTIONS IJO t to Scale
----- ----- 2. FOR ANY COACH SIZE, OTHER THAN AS SHOWN ON THIS PIAN OR REFERENCED ABOVE, THE PIER AND PAD
LAYOUT SHALL BE RE -:VIEWED AND APPROVED BY DONALD M. THARP A ASSOCIATES.
03. UNLESS APPROVED BY' TTTARP & ASSOC., FLOOR TO RIDGE HEIGHT NOT TO EXCEED W FEET FOR SINGLE AND
DOUBLE WIDE MOBILE COACIIES. '
- - w
COACH 1 REAM , 1. ,SPACING SHOWN ON THIS PIAN ARE FOR COACHES WITH 10 INCH AND 12 INCH BEAMS OR I INCH PACO
3' x 3• PLATE CORRUGATED BEAMS.
2. ANY S INCH BEAM IS NOT TO CANTILEVER MORE THAN 6.0 FEET ON EACH END OF UNIT AND SPACING OF
SEISMIC PIERS CAN NOT EXCEED 16.0 FEET.
4 - 3/6'
Ps, DIAM, 3. ANY 6 INCH BEAM IS NOT TO CANTILEVER MORE THAN SA FEET ON EACH END OF UNIT AND SPACING OF
STANDARD STEEL PIPE SEISMIC PIERS CANNOT EXCEED 14.0 FEET. ro
(SCHEDULE 40) f Ir: --/`,I{ L°3"ti e't'0 3 or, Yt . Ish1 . �r
12' UR 18' LENGTH AGcoroar nice :rich Recoqnizo4 y d P ar `" .-o
ru 7-
o A ISIF.Lt 1Qti Uniform ,ltarb;rr)g M C an c: I C,_,.
c
CU
12• CA h'�oB�G�HlflpivJ-I�
IE o ENGMELERED TW,. SYSTEM
APPAoven
4 •AC2 H IPE ,,!TCT TU CORRECTIONS VOTED rl�
dlRpres st dues not au"li:e Of ap'( cyan t� !laws and
24° 6syialiva tram t9quiremenIs (# ADV Pat `�'yya,�
•< Y ALLt�plotitx�i. u w
State of Cak(Omia z `D k
ir�nanl t Mopsinld 00d ConsnunitY DeyctOWt+mt H
15' - CUDESVli1$TAJJDARbS Q� M
3/4' ANCHOR RODS, 4 EACH \\ DNp Ci `J ! LZl 00
WHEN CONDITIONS REQUIRE, By Iii flalmel A pL `-/� PA
PRE -DRILL 8-10 IN. WITH A j � u'Q U C? 0
1/2' DIAR BIT FOR ANCHLIR RODS. SPA NO ...- ------ QO
This Plan Avl,rjyrU ® N
S szt tJi pm 01fd specit `call' slam MUST rw 00 (-4 U
C , P , ANCHOR PIER ft►pj on the lob of aA times ana If Is unl t
SCALE, 1 " = 10" rl(a&e Ony char ges V alterations on same Withar,
*Tritten permission from the Depuftent of Nom' --- ►..,,
N®s, (Ti F slip`
PATENT PENDING .; �# I� ��`^ �•i�,
Date 05-14-98
NO I d'it? f "I I scale As Shown
Exp
G.P. ANCHOR PIER, AND PLYWOODSTANDARD PIIER Drawn YMW
PAD.�Prf.,
WHEN COACH HAS OUTRIGGERS, �1 f'Atil
W ICT 1117 ATIAACENT TO OUTRIGGER '- .k(?b 95_36
NOT TO SCALE
i
t,. U N E
RENEWAL, ®F
ETS-107B AIR 'tP I Nf,