HomeMy WebLinkAbout071-390-020v
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This set of plans and. speci8eatAon2 NUEF" be
kept on the job at all times and it is unla-t-g- ul to
Make any changes or altpratiorrs on z,_*xne tivithout
written Parmafiion from the De,--rtment of Public
WnrYc, Caint; of Butte.
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Mobilehome Manufacturer: �LZF_? Loaaf) Manufacture Year.'
If other than single wide, furnish Setup Model Number: —7 4Lo, 3 A
Width: _&
(ft.) Length: ft
L(ft.) Tagalong or Expando Size ( -) )I;_(ft-)
On. all mobilehomes manufactured after October 7, 1973, furnish manufacturer's
installation manual and structural setup sheets.
FOOTINGS: Wood pressure treated or foundation grade[A Other:
SUPPORTS: Concrete block[X] Other:
Provide Tie Down Specifications for all Mobilehomes:
7L
................................................. ---Line 5
Tag or Triple e 4
.................................................
e
Line I Piers: Line I Openings
Size minimum: r 1 x r 1. Size . minimum: IAZI X [2].
Spacing maximum: I Each side of openings
From ends -maximum: with width over: I V
71
Line 2 Piers: Line 4 Piers:
Size minimum: [2ZI] x [7-1 Size minimum: x
Spacing maximum:Spacing maximum:
From ends -maximum] & ' ( From ends -maximum:
Line 3 Roof Loads:
Size minimum
Location (from front).
Line 5 Roof Loads:
Size minimum:
Location (from front) -
'Wk* ZdX31, 1 TqKZ 4
,/so HUI fk 4-Vull 117
OVER
I
• • =AT NQWj
COACH 1 REAM CMn0 Nu= pF M0l1LATK1lN.Tnu 3s Am.uj .Q tw omOK
R."upoCm
3' X 3' PLAT[
' 1. Dg10['I L�OADI:
4 - 3/t' ,4 { VRRTICAL IaVR IiOiAD 4A?>iRAI. uYR l�A1AM►UQ
MAX TUBE HEIGHT #OLIS fi , 1 «< g y _
1' SHORT TUBE,#,� y R w"
ILL.LLLJJ 14' LONG TUBE _' DIA
• 3it' STD PIK E H :>i0rf 70 RPM
x 4
4 � �, n > ! �•� � <.
LLL.LJ BOLTS O 3/16' PLATE r ,:.�y ` ?. BO u:h.., 4
TIGHTEN 30
t_�L7�1j
To Igo CLAMP '
IN -TPS 3. THt MWWADI RHAIL Rt o01�Mwwr wrm WWF Lm M4336 M►1ND tDAR AND LAR A/
RomNa rowui I I Rorer" Newer I `-t.' '" �'�HQ1 POR PMA O f 1 110 NiWM A [SAL AURA.
I 3/4' THREAD 3/1N PLATE LEGS
(rte till T rP a 4 3. THp i�OUNDATIOIJ M CONWD:RID'f0 CaNf>tt 11fi ARKf 10I1liDK!]ON•
LC�.�I _i''_+ I 1Y 11RK 12441RAM l �D OOH&M i0u+ l�f r,
4 AIL IOOr[1NOI An TO M OR1YD AND NLALL a COMPAT1Mi WFM Lt1CNAL . M0L
ILL►
51 3/16' PLATE D� POR 1000 Mf TOT. UOAi1{• IRS
N I I
WITH NARAENED WASHER S. S711 cnXALrW-L:
I ( I N ( L RHA1.L CONFORM T11 M O AAK f K KS1 MDVIMW
1� SEISMIC PIER Not t o S c a t e k $HALL RR FADWUATW N000R�O To ADI[ SrECI17G►T1oNS.
0 � a VWL R t U= A=KDMA TQ A"Q1C;P1C/►TKINi:
LTJ C.P. SEISMIC PIER#1 - PATENT PENDING
IL PLATZB: ASTM A36
III. ANCHOR IROL.TI: AnU A307
Gl
NOTE h• ' ROI TS: IAB ORS -ANN M AST1�l A31!
THRZADI:D RDiI>� MD DRArvN cALOWR10N rV Alwin
4CP1 +" ISO IN -POUNDS IS EQUIVALENT TO 13 PT -POUNDS /, AMWTALC0100NR1iT01NCZ.t1Wt wAW&ICU"i'mARRTO�
�I-NOMMM -
6.
TM ?11R AND RIDOZ SLAM BU?rORT AMRL/BI.W BHAi,L B1 COATED W[i'11 WO Oail�lli.TM1i
j j j 4 ArrRoV=D vQWAL9RT AND SHALL K tjr= AMLAXM R)Y tt wmw "mo AM
L J L jLJ I I � • 2 - 3/11, x 1' BOLTS SrW Vx= tCm FOR Tw L0AVW
I FIELD DRILL HOLES 1700 Ba MUOPT ION OF a L.AT IRAL
4 - #14 TEX STS COACH C k VIMIVAI. 13m"MAX
OR J >tEAM 7• TMX FOUNDATION IR POR PLAc`,M MAHMACTUM 1 URD04M OON"Rt1C7R9 wrm
I I I I LfiJ
0
m rn I I N 1/4'x2'x4' 3• x 3•PLATE
'ANGLE 3' WIDE / niM !"0[�1DAT M RM1 u Dlfltic!'W TO RR. a*W U C= CN A VAAtLY tSM. IRR rVi IN NO LTQil7tiq SM
ssmuc neRs T 'I w1c rnRs L it
( I ►Rohtii 1R, t! RsTliiltlR+T1' ooCU�S DIJR T01E10R IOR. Sit NO'[R S•
Nr rout PAN I I I t rouaaAPADS .
!. iN AP" Won DIF►UMnAL UTnSM=N f P&) CAN OCM. MAMNAL"I MW HOMZS MALL Bs
4 - 1 /� 1tEADRXT�'.D WHRN aL pow;w 1w. a � R NIlL ADVtRS1LY APPR�CT THLI LJ@i or Tlls
JOLTS SEISMIC MAMIFACTURED HOMII
Ila,PIER
I I 10. 7= $YVM IIADAPTA= TO RANWD HOLtDW MAXMY B1= n>[Rt•
_r i :+ ►+ tDAM OF LW TO SO PV. THIS !'OIA�IDATION SYSTW MAY RR USED W= nO MMIL tY C.R
OUTUNR ••• OP NO�Slti 1 4 11• FO1t R500I =
or MORtu iLI;J1 (LT�1 (L;�-� coAc11 RLOWIC PQ>R1 BROWN ON TH1 PLAN. LIOWUM ROOF LOAM iOO =THAN 30 M MAY MUS T= UIQ,
caKii I I I OF ADQfnm& wfANDMD �M ANA l n A� TMt M �41•'� AWTiON MANI1At- c
DOUBLE WIDE TYPICAL SINGLE. WIDE TYPICAL
-I- TYPICAL BEAM
OR If,
20', 24'• 26- OR 28• CONNECTI❑NS
. 1. ' THE 1'0iJNDATION PAD @NOWN ON 71115 PLAN n A rRtCAIT oOtvCRI:'1s P'OLMDATiON PAR THt PLYwooD
L''y,.l
Not to S c of a POUNDATION PAD MAY 1R LIIW AN ALTUMTIL
SINGLE WIDE MOhILE COACH ., 3. 1OIUNVA �NPADtC�:Au.1t�r�..� npiLFY'•c °IOa-
DOUBLE WIDE MOBILE COACH Sole: 1" 10' _
Sole: I" - 10'
It 1111 IN OVCRtIiE I[R CHIMING 3. -
ANI CN CDRNER 1REAKAGE
NOTE STANDARD PIER k FOOTING SPACING 8. a MWFBI AT28DAYS A$ TUM AMMAKWACM IlyI'L'AR1AT><Mtltif TCMW
FOR MORE THAN TRIPLE NIDE UNITS. SUBMIT PER MOBILE HOME MAPNUFACTURER'�
FORMLAYOUE ?HARP I ASSOC. FOR APPROVAL INSTALLATION MANUAL `• PADMM?TAT1�1WHIM IMPOSRITiA0THAT THE LOW VOMMMOFI=PAD im
STANDARD PIER & FOOTING SPACING CONTIGURATI3N SHOWN 13 THE MINIMUM ' s ► PERP>!<NORL'LMR Cf3AER1�� Till }
PER MOBILE HOME MANUFACTURER'S NUMBER of PADS PARAL
REQUIRED._
L WHER1
INSTALLATION MANUAL. INurr 1 MLD � RtQUlRi PAD ROT'ATB3rN, NO 11081 THAN HW Or TH: PAM IN A
CONFIGURATION SHOWN 13 THE MINIMUM sis' ■ I t/4' K!. TRAVWi !�l11 CAIN iwOrl'Afl<a flu►T7�ac I+ONQ TO PADS AUJ.RLTO
NUuS9R Of PADS REQUIRE 4' _ _. _........._ .. _. �.... .
Ti1i OOACIt BWI.
_.... 4.
3/4 04M A.PA. 4544 DC1WR)OR f.RL•p OG PiJ<JOOt4 NLR - W► 3f7, PiP�IOR
�•----'
36. 112'-1 I= NQ
i
sir : > >/r rLAxc[1. MAX13" LRNM OF 504MS WIDt OOACH N P1iT.
. 3.5' 3. MAXIMUM L1NOTii of DouBl,t WiM ooNCH • 78 Pprr.
4.4-1x4 v4r1
1 • i 3. 1UNLvS AMO T11�1BlOR ID�IOtiA � 11DQt HIIWHT NOT TO pLCEED
B, 10 FW POR 3W DOUKS WIM COACM
PRECAST CONCRETE .a 13 F1tTloR34'.3L AsR'COACHp
.4. K* TMX Nloi 00AAfl.'Br P011.OW RAMI MACiMZ f MTTIRN M SHOWN ON TH1 DOU= WllXl< MOMS
• °°�.
FOUNDATION PAD .
• SCALE L' = I.5' !. FOR ANY COACH SIZE On= THAN AS SHOWN ON nO PLAN OR WZRINCED AM%% TH1 PIER AND PAD
LAYOUT SHALL Ng nyUM1D AND APPROV/D BY DONALD M. T4LARP a A1IOCuTm
MUM SUE JJQTES:
3/4' PLYWOOD SHEETS 1• @?ACING IHOWN ON Tm PLAN All POR COACIMI WM 10 R= AND 11 V4M BRAMI OR R INCH PAC0
SCREWED TOGETHER WiTH CORRUOATIDBIAMI•
30'02N3/4' 12 MS x 1 1/2' FHWS
PLYWOOD 3. ANY OTHZR t INCH BEAM iS NOT TO CANfILSV1R M(M: THAN CO FUT ON:ACH END OF UNIT
AND RACING, OF MUM MU CAN NOT R=t1013.3 n".
i
HOLES FOR �MaeNStK>rM! rOua�w+ �1NM
SEISNiC PIER AND 1/2' x 2 Vpt. ,2' C.@. ' " " ow"No am $AIM Co$KIM sm) ii �\
FDUNDATION PAD APPROV 10
II1x321x3/4' x ■ " " 1e' 30'
:._. 4 .PLYWOOD SUBJECT f0GOMlC710Ni Now
x r • a 41rp inw d "PhAb fMet•I"$..i A0pih*m FxF
ELEVATIONMowll d N » wi G*wRsr 0090000 \rt r, t"• .' V f l
NOT TO SCALE �,• 32'----� M1110STAN10AS"
. �► -----• .....�.. a» � 3 a ��� ��t1��T1�
ALTERNATIVE PLYWOOD �
UIQ DING QEPAR T
FOUNDATION PAD SQA NO. ..3o-s.�„ �
SCALE= i"=1.5' �w At � o z6 x�NEwALor'
�r v
SUBUMAUk4
N s M Few M Mw tam f&vAw9ww 0