HomeMy WebLinkAbout030-110-0794-1 41 LTJ" LTJ Y �Z. TEX DSIGN LOADS SMM BE CONSISTI WTH ROO? IM LOAD, VIND,LOAD, AND
C ZONE AS ESTABLOW FOR PZMKM BUUMG WITM A SPECIFIC` LOCAL ARL.
T L
THIS 18 DESICM TO A LATORAL LOAD 07 15 PSF � 26) � � O
oarca slate IN ADD19i0N THE DOt�UBiX AND TWU VIMIS ARE D14�1fGNED TO WITHSTAND '
12' 18', OR 27 LEMPH
• t B 118 ACCORDANCE re'ETI•I T#iR 1�4 UHC. L if
Caja+ sues coca+ nwt: '� i MPH. O 00
LLJ
LLJ l l •
. a� 3. 'i'�IC HEti3F3R` -0F THE (C.P. ANCHOR PiLR 1TCtOM THE TOP OF �P� TO THE
80"rTall '!"' � '
a 2;9H4 N 0 1/2 OF THS C.P. p
AN R ON O MA J
t +
❑ I _ 4. ALL F"da'TYNGS TO BE SUPPORTED, BY FlltlA, UNSATURA'i'1�D, Lil`9DISTURA1Sif ova
i--1
San OR ASPHALT. Froo'rlrras ARE D FOR io00 PsF TOTAL LOAD Son PRESS11M C"'' .Q
a g AND , BE CaMPIA R. ND ONS. a r f" To usEA al SMID
-�
'D u
�w ®R «.X1 ¢ip sa,,a OD
a. CONFOR33A TO AST1A A38 F'y
:? b. BE F CATTZD ACCORDING TO RISC SPECIFICATIONS. E-+ .Y
►F-�
a. SPALL B� SD ACCORDII�1t1 TO Ails Bi''S'tSFICJITI0N8: � � to
Tt ►s L. DE 5270 ►.--� C
MANUA08 Gant 9UPPORTPIATESAM �—✓
0 O
1m1IWY-a ��,•
` - - i®, 1® L�OD:COLD DRAWN
I,01f N '1r1CIDAFLE
d. ALL AL CO NENTS INCLUDING RAILS & SCRXWS ETC. ARS TO BE F-•—��1 Z 0)
C
- , �WV rA ,I VMA l6IY/•
,,, ..,..., 3/4• r , L Q
Cr > 6. To P1'E1t SUPPORT SHALL 1� COATED 'FTTIi SEI&R1tA1t 111I1�A1t8 Eft-RC2 � �
t OR APPROVED 1CQi11V �
�.1., AND BY CZRTw= TLTING AND
L1.1
7. THE C.P. ANCHOR PI9£R SIIAII. sE uST&D
• ,� CONSIJLTING 38RVICE CTC FOR THE FOLLOWING LOADS: '..� C3
a. LATERAL : 28l 166►3 LBS; 1►ORKiN(: LOAD LAJ
o' Qi P ;
3/4•
ANCHOR RODS. 4 EACH �.,�+ � `
1
VMEN Ct7 WIONS RMIRE, 294.5 IN. PIER: 1433 M. WORKING LOJ►1S � '�+
-DRILL 0-10 iK vtr►t A b. VSetT1CAL : `.81125 1PaR10�iG LOAD t..� .p Q
1/2' DIAK DTT FOR ANCHOR RM a. THIS SUPPORT 13 FOR PLACING IeFMWACTUUD BUILDINGS
OR CROSS JOINTS. C3
1.1.J Li..J
1lTI'H LONGI'TtJDIMAL
ar
_ O. TKt9 SUPPORT 9Y'4'I'�( PLAN b DESIGNS® T'0 HS ON A FAIItLY LL'YTiAI. � � >, "
TO POOR !3011,
]f®r MOMA OUCH,
9I'1'9C 1IT19i NO ZI S'1IM Sm PROBLEIaB, 1F OCCURS DUN 0
sea SEB NOTE 11.
'-tom H DD yv G'V; U
C.P. AN�11.�i1. PIER C.P. r. erf JACK Psc� ® A
s� traetrs coiucq � � �ovr�>aoo� i n _ (�j 10. SUPPORT SYSTEM FOR CA,A.49ZS BUM SUPPORTS >�ALI. BE IACAA'f'ED AND � FOR
xA9 ooT+cn�B, LJJ SCALE: 1 _ 10 PATENT PENDING THE LOAD A9 SHOWN' IN THE MOBILE HOMI INSTALLATION INSTRUCTIONS. w
c P Atftt 0 PiRR D.S. CAN OCCUR. MANUFACTURED HOXCS E-4 A �
°1 P Bt AMACUfT TO N
'AN otTrtnoatat = t 1^r. � .•,11. 91I1►IL BE D 1yHSI�i D.S. 1/4'. OR �ii�t IT RItA. ADVT+�R9I�LY AFFLC'f � O � W
_ I THE USE OF 'THE MANUFACTURED HOiIE. � Y
TO THE CHASM
w to V
� m •.
• (•J W • I � � ( I I I 12. ALL MANt1FACTtTitED 'R� 1'19019 1tt189' B'I� P09TPIV1�t.Y ATTACHED W
ovruxt 1 ' BUM AND FOUNDATION PAD, STANDARD PIZRS MUST BE YANUTACt"[JRTID By CENTRAL i� � W
a' ravtttsa PH= OR BE OF EQUIVALENT QUAIX f. N o- ;
oo►� 2- 3/8' xi' B01_TS
• DRILL F ES 3YSTf�M MAY BE USED 1RTA itA94N9iY BTAC9C3. THE BLOCKS DO NOT HAYL TO B'!!:
12' `14' OR 18' 0 , 24. 26 , 28 0R 32 FIELD D IL 12. THIS
. � OPTION �' ATTACHED TO .:THE (TG�3 BEA)[ OR FOUNDATION PAD. '
4 #14 TEX STS COACH C •}� d'
PLAN
OR J BEAM COACH SIS
_LAN P
P
WIDE MOBILE COACH DOUBLE; WIDE MOBILE COACH 1/4 x2
x4' 3' x 3' 1. FOR TItIPIi wID1C C01ACfBg UP TO TO FZOT'I I9 L9�NGTH. USE a C.P. A=ORSg AND Fo �-:\
SINGLE - ,, i0• PLATE SAME PLACRI[RNT PATTERN AS SHOWN ON, THR CODING DOUBXJX 1lIDE PLAN.
, Scale. i ANGLE _ 3 WIDE jj
Scale. 1 10 f
2. FOR ANY COACH S= OTfIIM THAN AS SHO+►"N Qt1 THIS PIAN OR R 3C1& AiiOM1r>I
Fon MORE THAN TRIPIX TMZ UNRS, StJBAiT!'
THE PDlR AND PAD LAYOUT SHALL BE REQ AND APPROVED 8Y THARP le AssOgAT)iS.
LAYOUT TO THAW & ASSOC., FOR APPiidVAL 4 1/ 2' 9. UNUM APPROVED By THARP & ASSOC., FTAOR TO F4 DGI HEIGHT NOT TO 1�XC)<ED �
STANDARD PIER ik
FOOTING SPACING PER YOBI1Z BOLTS ANCHOR 12 FEET FOR ALL MOBILE COACHES- �
COACH MANUFAC1gTRii»R'9 DM wAUATIOx MANUAL PIER ce)
co
t+RT HOU'I' MANUFAC 1IM S ItiS'TALLATION MANUAL
SPACING OF STANDARD PMM AND PAD SUPPORTS BEAM m,�.�E NOT]]!r'i5: �"
. talfa� TO BE DETEEMM BY STATE MO= HOMES PARK
gumPARKS ACT. 1. SPACING SHOWN ON THIS PLAN ARE FOR wAcros WITH 10 INCH AND 12 INCH BE
i ( I N M OR
8 INCH PACO CO)RRUGATZD BEAMS.
[P
COACH I BEA ADDITIONAL ROW OF C.P. ANCHOR, P9Eit9. BF,AM SHOULD H
••+ 2. FOR AN 8 INCH BENM, ADD AN C/]
i l
m m - NOT CAINTILI:YKR 1[ORE THAN d FEST.
�� Toatnsc MoraET
- - � CMAa4 � 31 X 3' PLATE
t-4- ,
4 - 112'
°r I BOLTS ENGINEERED TIEDOWN SYSTEM c 00
ANCHOR APPROVED
PIER St1MCTTOCORRE CORRECTIONS S NOTED Z co
w . c
Approval does not authorize or approve any omission or i--•1 w
NAR81,Adii WM a Qf
1 T 1 deviation from requirements of applicable State laws and M I �•+
regulations. a W U
YPICA BEAM CONNECTIONS
�I-•� j' - LiJ J: CO
State of California � c�.0/'�
Y w_�if
1 tot sing an Community Deveto�nent
o► i I ( I Not to Scale (DF SAND STANDARDSBy
4 I oDate
1 na re
t SPA NO "T �'" - O -T E"I U)
(j �i G�
TMPiN rover es�l- 3. 2 001 � PQ
j ADD E pdpfESS/ N
u9. r ECJ Q•4
0
Ci
- ......9�L
C7 CrV1�
w
e ar�owrM est nOt� OF CALtio
C.P. AIf�olt PiZ1R DATE, I Q14-99 -
tax xoleats oo um U ADJAtanf'! To
tlAa otT,aloatlrA. Alf ooTlaoata f i � (�
c.P. acm F> SCALES AS SHOWN
xO 1et»ni 1 a flee c t. Attcllotit
'�t"OOtrMOM —+ I rr. -i �iA11
N !-� Pita W7 S AAM !8'Yd IIlt.
�- C.P.nrct�t :.PEER AND Pt.rvoon DRaW NI YMW _
• � STANDARD PIER -
-) OtTllIIft I PAD {
(�] IlOeas I I I COACH NAS 011i•RiG6it'32S. _ c•, ..85
or ,!ossa i sv ,ArrT TO OuT�It-yceR JOB #+ 95 36
CO.cs �mT
,.. ;°
28 (OR 32
„ , ,• ��. �; _ ..., _ ......�.n,� .; ,. SHEET
8
14 OR 1
12 , �
PLA.
LAN SECTION
- F' CH TRANSVERSE
DOUBLE WIDE MOBILE COACH
SINGLE WIDE MOBILE COACH e: 1" 101' NOT 0 SCAM 873679 OF 1 SHEETS
Scale: V a 10' Seal
• - PATENT # 5
t I
. �• NGTES:t ,
BY
CUMCALAPOP OF REaULA1T0lN9,• TTTLE 8!f AND V.B.C. 1Ii04 EDI'lTbN.
REVISIONS
tii tilEtW •
I
I I cv
• 796, /4 MA
1. DESIGN tions.
JC
��L • f1+i-® � Vii.:..,Ilrit��
Cq
f , f , .
4
9.4
. -�dTt
JC
��L • f1+i-® � Vii.:..,Ilrit��
•ri It ..: �
f , f , .
i
S
. • l4J LP 4J LTJY ' THE DW/'.4WiSHALL VN VM..V iiY•' �F.M.M LOAD- VM.:�
Cr A BPIFLOM ARA� E�DG.
at TE T= SYS�F1i 18 DESIGNZD TO REM A MINIMUM LATW" LOAD OF 15 PS!' 25) � O> CD
Cara wars IN ADDITION THE DOUBLE AND TRII R WIDES ARE DESIGNED TO WITH STM 0�
cotta+ t carat )rola a ta"°, >ta•, OR 2T LENGTH D&OSZDBYr 80 DtPii. BIN ACCORDAINCE WITH T1iE it�P4 UBC. A.
U7 ,
O
' OD
j L z.1 c ANCHOR PIZR FROM THE TOP OF 'ISE TO THE 96T OW +'
LU t -t-•i
S. THE HEIGHT OF THE C.P.
LTJ atOF� 31If0? NAUM N 0 21% s/2.� 0l TSt C.P. � o
CHOR ONO NA
• GS ARE TO BE SUPPORTED BY FiRIL UNSATURATED, UNDISTU CO1iESlVE kD
0 I I I 4. s° FOOTINGS AMM<.• FOOTINGS ARE FOR 1000 PST mrAL LOAD So� PRZSSUlas CMTM-' �
a s AND SHALL aE CO)MPA WITH 0rAL CQ ONS. inert' To Ve usCA 8 0 SOAP .. z Jq
C�+W) eR tS t,T"� .+IA. C¢P Se ids � i"1 .
5. 5TltttCPURAL l3T7P I:. co �,�t OD
SHAM CON11POR11 TO AMU A9dp'r 38 ET'A v `� 3 : v
e b SHALL BZ lE'ABRiCATED ACCOACCORDWO TO AISC 3PECI!'ICA1Y0lI8. E-4 L
C. SHALL HiC QED ACCo10�ta T�0 All''S 8�[CAT'IONS:
Ttetla►n L• DES:70 Mo
WR110M UM stlPPort c �'
MAIMACnnanne
"t" o ( "� U. DO Tt'8�:SRAND�ANDD ASTM A307 v
ri<aratiAt�olr aarnvc.':'no� � �-F-•' . iii. � 1!')
umcneta�t-4
iv. TFD?F�ADllsi) ROD:COLD DRAWN LA1r CARBON lf*IAABLE � •
ALL METAL C034IPONL'NTS INCLUDING NAILS It ` SCRRES ETC. ARS TO BE 1---I �
LU TED C
�/4• rV® PROTECT" COATED.
0 � Q
Cr�..�
• > e. THE PIER SUPIroI�f:�r sHAu. BE COA'!'ED rrtrx BIIERw►N u>1.ttAMs Eft -RC2 � u
OR APPROM ZQRWAUCNT'•
U
7. THE C.P. ANCHOR, PIER SHAM BE IBM AND IAB21 BY
CEItTQTEA TEB'I'IINa AND
I 1 �
a CONSULTING 3ZRYiICE13 C'I'F TOR THE FOLLOWING LOADS: � � � 0
O' t PR
aro rwa++aa fmm s t:nfcH
el. IATERAL : 28 1809 LBS. WORKING LOAD LAJ �.
$ $ 4 VMEw coarTtan REGt1tRf:. 33.5 IN. PIER: '1489 LBB. AORETNG ROAD �+ CL
• e WORKING LOAD
t+K-tNtA.L *-to M vtT►c A b. vSR'I'ICAL . 125 o Q
i/V Mm •rT FOm mom t�41'Is• 8. THIS SUPPORT Syr= 15 FOR PLACVG MANUFACTURED BUILDINGS CON3TIRUCTED �,.f
T WITH LONGITUDINAL OR CROW JOiNT9. C5 LJLJ
dr A. THL9 SUPPORT SAES= PLAN 15 DESIGNED TO BE ON A FAiR1.7 LE;YEt. � �
tilt VOWX COACR ' irm WITH No mmTwG sm PROBLiM.9, IF SETITZNENT OCCURS DUE TO POOR SOU4
a�a ovrwmo==. '•i-�' �i*"' PIER SEE NOTS 11. 0
C.P. ANCHOR PI0
C.P. AlCltai PtBltt '
VON IN AA1ACOT TO n � „ 10. $UPPORT SYSTEIII FOR CHAASI9 BE'AlI S�JPPORTS 88ALL $E IAi('.ATED AND $� FOR p A
1rlit;tt N0wx COACH C AN OVrIaOOsa S 1
Gus QatarOp�8, t.�J SCALE: 1 - 10 PATENT PENDING THE WAD AS BHI'0T1N IN THE KOwX rh W INSTALLATION MMUC IONS. W �
C.P. At at; ii. IN AREAS DI►f7IRENITAI. (D.S.) CAN OCCUR, MANUFACTURE MOM
A E-4
,� ..1
Imar ss ADJAC>tlfi n♦ SEtAIL B$ READJUSTED Vi3tIQ D 9. 1/4', OR WHEN IT wu ADYcM
All aT[laoalGtt s - i MANUFACTURED HOIiE, � � a . Y
� � 1.7J L�.I � THE USE OF T1�
i Ovrlao II I 12. ALL MANUFACTVFM REQtJZRED PI RO MUST BE POMTTVELY ATTACHED T1D THE CIIA3813 � W � U
j� I
o� voAcaa BEAM AND FOUNIDATiOF FAD. STANDARD PRRS MUST BE MANUFACTURED 8Y CENT'RAI. � � � WLL'
O > 2 - 3/8' x 1' BOLTS PIERS OR BE OF XQUIVALEN? QUALITY.' to 0-
24',
L
' 28' OR 32FIELD DRILL HOLES
12, 14, OR 1
8' 0 , 24 , 28 . 1Jd. TtUB 3Y3TlM 1tAX BE USED WITH MASONRY BIrOI,"lGB. THE H1ACK9 DO NOT RAYL TO BE u1 �
OPTION OF ATTACHED TO THE CHA93IJ B1f:AM OR FOUNDATION PAD. � ..
4 N14 TEX STS COACH C
PLAN o
R J BEAM C:(1A('H 517E COTES: i=
PIAN
3' x 3' , i. FOR '1'RSPI� 11'ID1+I COACH88 VP T+0 TO TSIT 1N L�lt'G'JiH. UM d C.P. ARMORS /�IfD TO .•-�
D MOBILE COACH DOUBLE WIDE MOBIILE COACH 1/4 x2 x4 PLATE
SINGLE WIDE sATriE Pu►cEx;irrv'r t?ATfERN A9 t3HowN ON THs CORRs>�t�oxnlNa DOUBLIC 1fIDIt PLAN.
S�sle: i 30
Seater. 1' - 110'. ANGLE 3' VIDE
2. TOFt ANY COACH � OTHICR THAN A11 SHOWN ON TEIPt PLAN OR RR16'ir12ENCaD AAONE,
FOR yoga THAN Tr4PU W Da UNITS, atlHi[I't THE PM AND PAD LAYOUT SHALL DX AND APPROVED BY THAW At AS SMATE3.
LAYOUT To TRW & ASSOC. FOR APPROVAL
4 - 112# 3. UNLESS APPROVED BY TT3ARP It A990C:, FIAOR TO RII)(i! AEIaiiT NOT TO IQICEED .
BOLTS ANCHOR 12 FF.L't FOR ALL 110HIIL COACHES. STANDARD PrER & FOOT OW SPACM PER MOBUX to
COACH MANUFACTUM'S WSTAILTION NAWAL PIER CrJ
WrfHOUT MANUFACTURE'S IIMAIL1TON M MJAL 7 C�'J
sPACIIi(i Ot STAIiDARD F= AND PAD SUPPORTS AF�itE NiQT S: `-�
�paetila uom". TO HE DE'1'EtiIIIIrED Ff MATE MOBILE HOtftEB PARK
PARli;B ACT. i . SPACING SHOWN ON THIS PLAN An
FOR COACHES WITH 10 INCH AND 12 INCH BBJllt9
'cv I � COACH I BEAM
OR d. INCH PACO CORRUGATED BEANS•
r+ t 2. FOR AN 8 INCH BEAK ADD AN ADDITIONAL ROTI OF C.P. ANCHOR PIER$. SLAM SHOULD
1
NOT CAI�I'iTLEV'ER MORE THAN d FEET. ;
• � � ,�oasTtflo taco
04IN s� cacti VIAM 3' x 3' PLATE '
a'
4 1/2'
O
i I ( BOLTS ENGIINEEREfl TIEDOWN 5
YSTEM w ` CO CQ
� CQ
ANCHOR APPROVED ft -t C�
L! J PIER SWBJECT TO CORRECTIONS NOTED A
ftlApproval does fnot authorize or a rove an omission O w
. SUPPORT deviation PD Y scion or tai
Ptt; $ on from trequirements of applicable State laws and �1�� Q
INVAUATIae nrsrtzacnolta regulations, 0.4 � ( �"'
WMIMM-4
BEAM CONNECTIONS
C� �s7
C
TYPICAL State a Californiat � oo w
tt of sing an Community Development �,.� �
I ,
of I I I I Not to Scale of SnN�STANoARDs C\2 t,�
+ $ <� . d .
$ $ � �'� oats 11 Z z
q iQ na ej /G-1 w
o SPA No
' C3�
3- oo Z'�
lip Tbli Plan Approve6l Expires 2 1 (,(' ' w
--�/ ESSt �y
co
04
,o. A
a I U
*l Q
wM >
CIVA G�
R" o077tloailtD Q )!ars` of 1110
Cr. ARCM PI®t CA
war Hs AwAaarr ro DATE, 10.-14-99
wEitn YOUTR COACZi All Ovn000a 1 1 R
1IAe Gt7!'R[OQate.
i -
C.P. AIrCSOx PIES
Mtmr i+tt AlrzAcrarr to S C AL E t ASSHOWN
Ax 0VrMOasa .t 1 rr. �-l-� �" teo 11oR! l a flu C.P. ale"
� � LU `LU - l c.P. nNcf+oa rrl:a twn P+.woo�u sTA►�Alm PIEa - . , trmtwt rfttnt�a Asan ee.Te arclsad. DRAWN, Y M W
• l y I i I PAR HAS OuTRTGGN3ts,
oo T a� ADJACENT To oUTRlit�GER JOB #t 95736-85
o.
IlOI3Ifi
Rus
00 , e '.' ,,y,• r. A
, r fq
aCOR 32 T024 28 2I'8 , s +t. �fi,... • SHEE
:12',14'. OR 18
•
PLAN
PLAN s gjmN.
...,, DOUBLE WIDE MOBILE COACH
TRANSVIER
SINGLE WIDE MOBILE COACH
" Seale: 1" - 10' NOT 0 SCALE
Banle. i 10 PATENT # 5873679 OF 1 SHEETS
I