HomeMy WebLinkAbout055-040-0301--ummA auvai W&F-N I nlb Ur t1 . rr
TOP CHORD 2X4 FIR -LARCH #1
BOT'CHORD 2X4 FIR -LARCH #1
WEBS 2X4 FIR -LARCH STANDARD
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
NOTE: 2X4 #3 HEM—FIR•OR BETTER CONTINUOUS LATERAL BOTTOM -
tHORD BRACING h 72" MAX. O.C. REQUIRED. ATTACH WITH
Q2 -16d NAILS. BRACING IS.NOT REQUIRED IF A RIGID CEILING
IS ATTACHED DIRECTLY TO BOTTOM CHORD.BRACING MATERIAL''
TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE z
SUPPORT BY ERECTION CONTRACTOR.;
3X8 12
3.000
4X4
3X6
4 =1 -n -n N 4 !3 -n -n
TC X -LOC L -R: 0.29 5.54 12.00 17.45 23.71
BC X -LOC L -R: 0.29 8.36 15.64 23.71
SINGLE CUT WEB #-TC: 1.4
(U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
E-TOPCHORD SHA L BE LA�7ERA#LLY BRACED.HITH PROPERLY COPRECTED
PURLINS SPACED AT A MAXIMUM OF 24" O.C_
CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS
TABLE B.IB.
SUM counrrY .
BUILQING DEPARTMENT
APPROVED
2
`3`00 3X8
II
VN.. ca3i45;p. i '0 9
. .. ,, .. ..... D 3r CIH1
L `2 t-$-0.,flVER 2 SUPPORTS s41�°��,
R-11660 N- 3.50' 1 m` R-11661 N- 3.50"
PLT. TYP.—ALPINE SEGN-- 84581 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.2.5 SCALE - 0.2500
c o E= 0 0 0 **IMPORTANT** iN,u NE IEssiMp�NLF FMN "M"YWARNING IN HAN INMs.RESHECIIM1 ewe AIW DESIGN CRIT: UBC REF R427--74162
ATRUSS
IMATIsN FHON TNESE srEQvicAnss M ma Rr7ATIM somm.RE-wn-7r, wACHS Msw TIUssES- TC LL 30. 0 PSF DATE 03/29/90
THIN M3M M ANT FAILUE 7. NNRL9 THE TN{li IN COWIFIAHM CPPENNANY ANS IECMIisATlsK-"tq) . RE
YUJI THE YUALITr SIANDANS SCTR- BY Th. ALPINE W&ECTwK THIS ESIM FSR ASO111SNAAL SPECIAL PENNA- TC DL 10.0 PSF ORWG CAUSPA27 !0088006
C== ANE NAKFACTUEs FNM 2S N'AONE NALVANIIEN STEIL ULEM NSNT MUCIM NESUTIREENTS. ULESL RNENHIRNnEMSE w�+. NEETM 1ESI ENEMS sF As7N Atli MPE A. wort TSF CHM SHALL R LATENAUY SUCEN CA BC DL (U) 5.0 PSF CA -ENG (ISWONMWLT SEAMSSMI 7s ASTN FAEs AT EAE .SIM ANS LSCATE AS NNITN PN�EFLr ATTACNEs RrHSEs wEATNNs,illiji,G TOT.LD. 45. 0 PSFLT
/A LEN. 24-0-0
SNNOrI. sEulus M7sTHs ARE 1' NNONINAL NNLENs NT►ENN 111 wNEw. sRTM wMNp NIIN NSIN SEILINC M MACINE SII SII
RSIwN 97A1SAN IS CwisNN OWN AWLICANLE PROVISIONS F AS VECIFIEN M RSIM. N FST UR THIS .N
:Nos Ara NNTry OCT). RSIM xiTN FINE NETANOArt HEATH LUMEN, A,. OUR.FAC--....1>-•,15.,...,....,,.ITCH' 3.0 12
C= C C O C C "--TPI - IxM PLATE INSII7VTE. HOS - HATIGNAL RSTM SPECIFICATIM Fs1 rNEs NNtiTNUCTIM ,.�'•""" """"�` SPACING 24 .0" YPE COMN--
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1 This set of plans and specifications MUST be
er i `7 7 ?'>',
kept on the job at all times and it is unlawful to
make any changes or alterations on same with- � J f't:d T "' _
out written permission from he Department of , F7�`
Public Works, Countv of Butte.
A dnss w�f#ht�rtsfit h
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A setback of 5 ft. from the � '� ` r �� 1 �•i
roe lines and a setback of
p P �
50 ft. from the road
centerline shall be clear of ; ,. : y ! t 1 y
ytt
t f ! 1 1
res or equipment exoepit . t ; , : � , , I \ �,
structures t � � { c � I t
j n ! APProved Aaat� at all
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BUTTE G�,. z_ ,
_--
tri DEPARTMENT
o , ? ; (I�� Cat t
__... _.�. PAR AZ
_ �3UI�.QiNG �E NQS y1
_
f
AP t ;
`y: ` 4
l , 2a Gra.v+-.r ..�5�.- 1Z�.d •irtaJ!� ��►.tiG ._.. _ _.........L�. _ ...�._.,_�_J ._,..._._.� j, .,.,....f..j._.._
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NOTE: All Materials & Workmanship Shall Be In
Accordance with Recognized Good Practices and
of a Quality Prescribed for the Specified use
In the Uniform Building, Plumbing & Mechxmice
Cedes and the National Electrical Code
This set of plans and specifications NUM be
kept on the job at all times and it is unlawft to
Fmake any changes or alterations on same without
��-•.� written permission from the Department of Public
PTor]cs, County of Butts.
O
BUTTE COUNTY
ts"EPARENT
L=ation of structures & 1LD1 V TM
� equipment shall be as shown
i clear of all easements. P
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FILE COPY
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CJACM T I 4 4 .r
DOUBLE WIDE TYPICAL
C'
20%.24', 26' OR 2B'
PLAN
DOUBLE WIDE MOBILE COACH
Scale: 1" - 10'
NOTE•
FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT
LAYOUT TO THARP IL ASSOC. FOR APPROVAL
STANDARD Pl;! k FOOTING SPACING
PER BOSSES HOME MANUFACTURER'S
INSTAUATiON MANUAL
CONFIGURATION SHOWN 13 THE MINIMUM
NUMBER OF PADS REQUIRED.
� M s M 11�� M RSL tatat RIS4Rrnrlrr•
3' X Y PLATE
It COACH I BEAN
RZF=RXN . CAL VORNIA CODs Or RIO "T10BB1„ T = 3$ AND t= U*4 =fl=
1. DES1oN tAk"-
umloNs I By
t
I I ' ' O 1N-►OtNDS ' •
"T 1 `tt-' •, TORQUE _. TIM DL=M LOADS BHAIL K COiiMSNf WITH Ii00! UV= LOAQ WIND LAM AiiD SOC l= AD .01
3/4' THREADED 3/I6' PLATE LEGS =S7'ABL*MPMMUANi#ir>NiLDLNOM►IT WAiPKMIOCALAltU
ROD TYP OF 4
3. TM FOUNDATION M CONStDU D TO COWMTUM A MMMAXW FOUNUTM y /
D a4. AilFODTIuarAll TOB=VJPPORMBYRKLWA7LJR1=LWf PJK=CLOHZKVM1013TI iBARi
I I 3/16 PLATE D92=W FOR Ir00 PSF TOTAL LOO DOLL j=K= AND >s11ALL IK MWATIAA WITH LDCAI. /OIL : �� s�< t �y;►, �i � X
S/r' X 1 1/4' BOLT
V170 HARDENED WASHERS.
SEISMIC PIER Not to state �RU�.-NRAL.�i.: a
L utALL ooNroRY To ASN A34 r • 34 Kit ullvwvY.
66S1tALL Bvt rARRlcAzsD A+000fLD�No I+D Arra rrac.a1cA77oH4B. «
I I N �••�•� .,.rrr�r� r ..rr.r.��rrrrn ` NWL Bi w ZnW Q TO AW SPO rA7% Nr
C.P. SEISMIC PIER#1 PATENT PENDING L iL�cnoo
Y. PLATU AM AM
<:w*x
NOTE
YL ANCHOR, BOLTS: ASTU A307 ►h
® ® H. BOLIV: LAB ORS-ASTU A440•AN U A333
ISO IN -MOUNDS IS EQUIVALENT TO 15 fi-POUNDS THRZADRDR:OD: C1OtJ)D1LAWNtA)WCARJ0ONWUbA3LA
l ALL Y=rALCIMOC NAT'S DOLO 10 NAU S • IMM B'M ARIL TO 1R PRO7'110I Vi COATM 0 x
I I s TH= I= AND ROM BSAU K PORT ABiUMM OWL 312 OQATBD wmt QZWAN MPDJJAW Si1-RC3 OZ
2 - 3/8' x 1' BOLTS APPROV=D 11QUVA1JNT AND DL4 L RR LUM AND IAMAD >fIY C1*19 D 7111TINO ALTA CONU L.TM
I I
FIELD DRILL HOLES WtV1Csr(C.'rL7PORT1>=POL1iON►MOLOADI:
OP T i ON OF a LATZRAL 1700 IbL Ma.
4 - 114 TEX STS COACH C k VQ7ICAL. 13roBM.MAx
C QR J DEAN
7. THIS FOLINDAT30N It FOIL PLACM MANUFArCTURW DXIILDOM OONiTRI1L' w wren LONQPLtmu Olt '
i/4'x2'x4' 3' x 3' cam JoDrm
AN PLATO:
❑
ANGLE 3 VIDE
MIMIC nca R _� FO[MMTIai FLAN • TO lR 0014tTRtJCiRD ON A FAIRLY �Y!<L Srri 1H1i'IL 110 R)d/77N0 SOQ.
�>
! ►OUNDATiON I I I1II>rL'Il.iaiLaR' OOCLJRS DL1D 7D FQOR m iii NOrR 1 ,
►AOR , 34
4 - 1/2' !. M ARW WWIDQPEREMAAI. Si7TIiiH=Kr (W.) CAN 0=2. YANLIFACRUR=D f101tr.B SHALL BZ , • zh.
SEISMIC. READJUrT=D MOM DSS. 9=91D4 W, OIL M!11111 IT WU AD MISLY ArRCT 7I1= LIST OF TO "'^i_,;<
DOLTS PIER UAPILLRACTLHIiDNOIa.
I'•.Ly
.,.�'' rY
OUTLINE 10. THIS ra= M ADAFrARLA TO STANDARD HOLUM MADGNRY K= "m
a► NodsEp
Tj
L1. 1'OR R00! WIL tOu10B 0�tR'7�0r0 rQ. TWIr lOtAiDAT10N BYr7ILM YA. Ci L'�D xRT3t TN>< Nt71ORR Gr Cr.COaCM ^ v,t
iL. ; w
�t1C PRRf firO1VN ON TIL= PLJ1N. iIO�MSV=R.10Q LQADr !<101i>iR T3LW 30 PBr IW►Y R=Q13lR= TILT L1=L
TYPICAL BEAM OFADDrno�iALgrANDARDrADANDMM AP"ZTl 9 A"A�.-IURL1Lr.1=TAuA'rAKUA AL.•
3
SINGLE: WIDE TYPICAL - ,.
C 0 N N E C T I N S FOMATION UR NQTEs:
1. TIM FOUMMIT ON PAD MOWN ON THIS MAN M A PRECAST CONCRi'R KIU 4 ATM PAIL TT0PLYW PLYWOOD
PLA Not to Scoie ' �� h"
SiNGLE WIDE MOBILE COAG ra�t�rDATlat rADi►�AYlaue�AHALthINA7t
Scale- 10 • 10' L rOLR IL1AT10N! tADi SHALL RL F1.ACiD CN LRiI><1. UNDi BOii.
114T1C` it so a c� wcwc� " 3. .
STANDARD PIER A FOOTING SPACING
PER MORILE HOME MANUFACTURER': 8 • '- �. 3000 M AT 3S DAYS AS TM=AND UANLAACIURM RY STARLIT11 WI11OMT OONCRi7•=.
INSTALLATION MANUAL
COMPICURAT13M iHOWN 18 THE MiN:MUM b. PRFJRAR=DFADCKWrA7IION W=ZIV=RFO1111DLi18THATTURLOW OMMMOFTHIPAD
Iti '
NUMBER OF PALL! REQUIRED. PERP91NDK.X1ART0TH=C0ACiiagw(Ai:RowmaNTRILPl44
imam rot., a WHER3 I= CONWTIONS 2=111111 PAD ROTATION. NO YON= THAN HALM OF TH= PADr IN A
SIO' ti 1 04' KJ).
• 4. Tat= P
TRAv1aRu UMCAN Illi BOTAT>ZD w TiHAT T31i LCIiO DD�o�NS1oN or ADS ARS MRAIlIIL To
TYi CroADH LLP.AIL.. ... _. . .
3/4 nrc�ll A.e.A. 4t/34 Iot7sLt�ofii r.S.L�3 oc 4 NSR • W� 3r. rRF1or. '
�= 36. 1/2' 1 COACH SIZE NOTES:
ww If I yr rtwria
_'�� r9CL j 1. UA7QllUl l Limom OF zooms R►NE COu1CJL • p Fri!
3.5'' L UAXD" LI MM OF DOUKJ WIDE COACH •'FS Fm
z
Ir 4-Iti1 VVf 1 • J1 1 j 3. UNr1iS APMOWED BY THARP A AMC, FLAOR M RI 0 HwHT NOT TO DOCiM C
a. S FliT POR 8DKU rIDB COAOM
i►1Q PE=T POR 30' DOV11j W0B CLS
OA
PRECAST CONCRETE a 12 Mr PORKW. e31'IDOUBI *=C1OACii�S •
4. SOIL TRUILS W =OOA = MWW SAYR K.AHXMt�R EN PATTAS SHORAN DO CIN THE au NOD= mms U
FOUNDATION PAD.
SCALE: 1' 1.5' J. POR ANY COMM M OII n nI AN AS IWWN ON THIS PLOW 010 R=FERIMCD ABOVE„ THE SER AND PAD
PAYOUT SHAM W RLVI=M AND APPIWM BY DONALD X TRW Ha< MOCATii. a
.o
BEAM SIZE NOTES:
3/4' PLYWOOD SHEETS
SCREWED TOGETHER WITH I. SPACING SHOWN ON THIS PLAN ARS POR COACH WITH 10 MAND 13 MCL BEAMS OIL S MCA PACO
30*x►3ZZYVOOD w to x i V2' iHVS 1 CORRUOATiD�iMS.
A ^ p
' AND � UMOC Print CAN NOTDOCiiDMYOnMIUCHUAMONOrMCAWMMU S ntT 4 0 Fi1:T ON SACH !I'ID Ot LAVlI' � N
` �✓
HOLES EORMe tOINlfiA11� 11NM _
1/2' x Z 112' C.B. * * ><
4PI1tM A1iq SA!!Tt GL>K SSCTt01M tM/1 \ 4'pit�lf'�I /`'►
19'x3P'x3/4' x • x • 18' 30' BI A! I R V E 1�►3H j �_�
PLYWOOD no t0 OOMR7M4'mow s UI
r s ■ a V/�ti M ••1 MMrir M Nlp•r• •xiWx �f *MMP { ti ' % ��:
�+• .+� •l...wr ` x
0w son w�Alir t Ext � � ', � � � 17
ELEVATION G•
NOT TO SCALE f..«r•INosimOW rwq \ :L DrS> n nT
32'
ANrSTANr1►rK .a .cAc .� J% 95-36
ALTERNATIVE PLYWOOD �► o,�,o' a a
FOUNDATION PAD VA No.
�_ •,1, wAL ort 1�
SCALE: 1 1.5 nr0A, vfwa�,gw,=� 40 Z6 �o
STATZ SLTBWffALS36:430 Of 1 ih
{ILC- q `� 9
LMMMW LATIIIIIALUVIMMI
�"
MAX TUBE HEIGHT
r' SHORT TUBE
DOLTS/B'
-•t-t
14' LONG TUBE
r' DIA
4
itBOLTS
�1
4 - 3/8'
0
TIGHTEN
PTD PIPE
O .3/16' PLATE �
TO ISO
CLAW
umloNs I By
t
I I ' ' O 1N-►OtNDS ' •
"T 1 `tt-' •, TORQUE _. TIM DL=M LOADS BHAIL K COiiMSNf WITH Ii00! UV= LOAQ WIND LAM AiiD SOC l= AD .01
3/4' THREADED 3/I6' PLATE LEGS =S7'ABL*MPMMUANi#ir>NiLDLNOM►IT WAiPKMIOCALAltU
ROD TYP OF 4
3. TM FOUNDATION M CONStDU D TO COWMTUM A MMMAXW FOUNUTM y /
D a4. AilFODTIuarAll TOB=VJPPORMBYRKLWA7LJR1=LWf PJK=CLOHZKVM1013TI iBARi
I I 3/16 PLATE D92=W FOR Ir00 PSF TOTAL LOO DOLL j=K= AND >s11ALL IK MWATIAA WITH LDCAI. /OIL : �� s�< t �y;►, �i � X
S/r' X 1 1/4' BOLT
V170 HARDENED WASHERS.
SEISMIC PIER Not to state �RU�.-NRAL.�i.: a
L utALL ooNroRY To ASN A34 r • 34 Kit ullvwvY.
66S1tALL Bvt rARRlcAzsD A+000fLD�No I+D Arra rrac.a1cA77oH4B. «
I I N �••�•� .,.rrr�r� r ..rr.r.��rrrrn ` NWL Bi w ZnW Q TO AW SPO rA7% Nr
C.P. SEISMIC PIER#1 PATENT PENDING L iL�cnoo
Y. PLATU AM AM
<:w*x
NOTE
YL ANCHOR, BOLTS: ASTU A307 ►h
® ® H. BOLIV: LAB ORS-ASTU A440•AN U A333
ISO IN -MOUNDS IS EQUIVALENT TO 15 fi-POUNDS THRZADRDR:OD: C1OtJ)D1LAWNtA)WCARJ0ONWUbA3LA
l ALL Y=rALCIMOC NAT'S DOLO 10 NAU S • IMM B'M ARIL TO 1R PRO7'110I Vi COATM 0 x
I I s TH= I= AND ROM BSAU K PORT ABiUMM OWL 312 OQATBD wmt QZWAN MPDJJAW Si1-RC3 OZ
2 - 3/8' x 1' BOLTS APPROV=D 11QUVA1JNT AND DL4 L RR LUM AND IAMAD >fIY C1*19 D 7111TINO ALTA CONU L.TM
I I
FIELD DRILL HOLES WtV1Csr(C.'rL7PORT1>=POL1iON►MOLOADI:
OP T i ON OF a LATZRAL 1700 IbL Ma.
4 - 114 TEX STS COACH C k VQ7ICAL. 13roBM.MAx
C QR J DEAN
7. THIS FOLINDAT30N It FOIL PLACM MANUFArCTURW DXIILDOM OONiTRI1L' w wren LONQPLtmu Olt '
i/4'x2'x4' 3' x 3' cam JoDrm
AN PLATO:
❑
ANGLE 3 VIDE
MIMIC nca R _� FO[MMTIai FLAN • TO lR 0014tTRtJCiRD ON A FAIRLY �Y!<L Srri 1H1i'IL 110 R)d/77N0 SOQ.
�>
! ►OUNDATiON I I I1II>rL'Il.iaiLaR' OOCLJRS DL1D 7D FQOR m iii NOrR 1 ,
►AOR , 34
4 - 1/2' !. M ARW WWIDQPEREMAAI. Si7TIiiH=Kr (W.) CAN 0=2. YANLIFACRUR=D f101tr.B SHALL BZ , • zh.
SEISMIC. READJUrT=D MOM DSS. 9=91D4 W, OIL M!11111 IT WU AD MISLY ArRCT 7I1= LIST OF TO "'^i_,;<
DOLTS PIER UAPILLRACTLHIiDNOIa.
I'•.Ly
.,.�'' rY
OUTLINE 10. THIS ra= M ADAFrARLA TO STANDARD HOLUM MADGNRY K= "m
a► NodsEp
Tj
L1. 1'OR R00! WIL tOu10B 0�tR'7�0r0 rQ. TWIr lOtAiDAT10N BYr7ILM YA. Ci L'�D xRT3t TN>< Nt71ORR Gr Cr.COaCM ^ v,t
iL. ; w
�t1C PRRf firO1VN ON TIL= PLJ1N. iIO�MSV=R.10Q LQADr !<101i>iR T3LW 30 PBr IW►Y R=Q13lR= TILT L1=L
TYPICAL BEAM OFADDrno�iALgrANDARDrADANDMM AP"ZTl 9 A"A�.-IURL1Lr.1=TAuA'rAKUA AL.•
3
SINGLE: WIDE TYPICAL - ,.
C 0 N N E C T I N S FOMATION UR NQTEs:
1. TIM FOUMMIT ON PAD MOWN ON THIS MAN M A PRECAST CONCRi'R KIU 4 ATM PAIL TT0PLYW PLYWOOD
PLA Not to Scoie ' �� h"
SiNGLE WIDE MOBILE COAG ra�t�rDATlat rADi►�AYlaue�AHALthINA7t
Scale- 10 • 10' L rOLR IL1AT10N! tADi SHALL RL F1.ACiD CN LRiI><1. UNDi BOii.
114T1C` it so a c� wcwc� " 3. .
STANDARD PIER A FOOTING SPACING
PER MORILE HOME MANUFACTURER': 8 • '- �. 3000 M AT 3S DAYS AS TM=AND UANLAACIURM RY STARLIT11 WI11OMT OONCRi7•=.
INSTALLATION MANUAL
COMPICURAT13M iHOWN 18 THE MiN:MUM b. PRFJRAR=DFADCKWrA7IION W=ZIV=RFO1111DLi18THATTURLOW OMMMOFTHIPAD
Iti '
NUMBER OF PALL! REQUIRED. PERP91NDK.X1ART0TH=C0ACiiagw(Ai:RowmaNTRILPl44
imam rot., a WHER3 I= CONWTIONS 2=111111 PAD ROTATION. NO YON= THAN HALM OF TH= PADr IN A
SIO' ti 1 04' KJ).
• 4. Tat= P
TRAv1aRu UMCAN Illi BOTAT>ZD w TiHAT T31i LCIiO DD�o�NS1oN or ADS ARS MRAIlIIL To
TYi CroADH LLP.AIL.. ... _. . .
3/4 nrc�ll A.e.A. 4t/34 Iot7sLt�ofii r.S.L�3 oc 4 NSR • W� 3r. rRF1or. '
�= 36. 1/2' 1 COACH SIZE NOTES:
ww If I yr rtwria
_'�� r9CL j 1. UA7QllUl l Limom OF zooms R►NE COu1CJL • p Fri!
3.5'' L UAXD" LI MM OF DOUKJ WIDE COACH •'FS Fm
z
Ir 4-Iti1 VVf 1 • J1 1 j 3. UNr1iS APMOWED BY THARP A AMC, FLAOR M RI 0 HwHT NOT TO DOCiM C
a. S FliT POR 8DKU rIDB COAOM
i►1Q PE=T POR 30' DOV11j W0B CLS
OA
PRECAST CONCRETE a 12 Mr PORKW. e31'IDOUBI *=C1OACii�S •
4. SOIL TRUILS W =OOA = MWW SAYR K.AHXMt�R EN PATTAS SHORAN DO CIN THE au NOD= mms U
FOUNDATION PAD.
SCALE: 1' 1.5' J. POR ANY COMM M OII n nI AN AS IWWN ON THIS PLOW 010 R=FERIMCD ABOVE„ THE SER AND PAD
PAYOUT SHAM W RLVI=M AND APPIWM BY DONALD X TRW Ha< MOCATii. a
.o
BEAM SIZE NOTES:
3/4' PLYWOOD SHEETS
SCREWED TOGETHER WITH I. SPACING SHOWN ON THIS PLAN ARS POR COACH WITH 10 MAND 13 MCL BEAMS OIL S MCA PACO
30*x►3ZZYVOOD w to x i V2' iHVS 1 CORRUOATiD�iMS.
A ^ p
' AND � UMOC Print CAN NOTDOCiiDMYOnMIUCHUAMONOrMCAWMMU S ntT 4 0 Fi1:T ON SACH !I'ID Ot LAVlI' � N
` �✓
HOLES EORMe tOINlfiA11� 11NM _
1/2' x Z 112' C.B. * * ><
4PI1tM A1iq SA!!Tt GL>K SSCTt01M tM/1 \ 4'pit�lf'�I /`'►
19'x3P'x3/4' x • x • 18' 30' BI A! I R V E 1�►3H j �_�
PLYWOOD no t0 OOMR7M4'mow s UI
r s ■ a V/�ti M ••1 MMrir M Nlp•r• •xiWx �f *MMP { ti ' % ��:
�+• .+� •l...wr ` x
0w son w�Alir t Ext � � ', � � � 17
ELEVATION G•
NOT TO SCALE f..«r•INosimOW rwq \ :L DrS> n nT
32'
ANrSTANr1►rK .a .cAc .� J% 95-36
ALTERNATIVE PLYWOOD �► o,�,o' a a
FOUNDATION PAD VA No.
�_ •,1, wAL ort 1�
SCALE: 1 1.5 nr0A, vfwa�,gw,=� 40 Z6 �o
STATZ SLTBWffALS36:430 Of 1 ih
{ILC- q `� 9
LMMMW LATIIIIIALUVIMMI
1 x
» Pitkl[itl s 70 aril*spa' x :
4
umloNs I By
t
I I ' ' O 1N-►OtNDS ' •
"T 1 `tt-' •, TORQUE _. TIM DL=M LOADS BHAIL K COiiMSNf WITH Ii00! UV= LOAQ WIND LAM AiiD SOC l= AD .01
3/4' THREADED 3/I6' PLATE LEGS =S7'ABL*MPMMUANi#ir>NiLDLNOM►IT WAiPKMIOCALAltU
ROD TYP OF 4
3. TM FOUNDATION M CONStDU D TO COWMTUM A MMMAXW FOUNUTM y /
D a4. AilFODTIuarAll TOB=VJPPORMBYRKLWA7LJR1=LWf PJK=CLOHZKVM1013TI iBARi
I I 3/16 PLATE D92=W FOR Ir00 PSF TOTAL LOO DOLL j=K= AND >s11ALL IK MWATIAA WITH LDCAI. /OIL : �� s�< t �y;►, �i � X
S/r' X 1 1/4' BOLT
V170 HARDENED WASHERS.
SEISMIC PIER Not to state �RU�.-NRAL.�i.: a
L utALL ooNroRY To ASN A34 r • 34 Kit ullvwvY.
66S1tALL Bvt rARRlcAzsD A+000fLD�No I+D Arra rrac.a1cA77oH4B. «
I I N �••�•� .,.rrr�r� r ..rr.r.��rrrrn ` NWL Bi w ZnW Q TO AW SPO rA7% Nr
C.P. SEISMIC PIER#1 PATENT PENDING L iL�cnoo
Y. PLATU AM AM
<:w*x
NOTE
YL ANCHOR, BOLTS: ASTU A307 ►h
® ® H. BOLIV: LAB ORS-ASTU A440•AN U A333
ISO IN -MOUNDS IS EQUIVALENT TO 15 fi-POUNDS THRZADRDR:OD: C1OtJ)D1LAWNtA)WCARJ0ONWUbA3LA
l ALL Y=rALCIMOC NAT'S DOLO 10 NAU S • IMM B'M ARIL TO 1R PRO7'110I Vi COATM 0 x
I I s TH= I= AND ROM BSAU K PORT ABiUMM OWL 312 OQATBD wmt QZWAN MPDJJAW Si1-RC3 OZ
2 - 3/8' x 1' BOLTS APPROV=D 11QUVA1JNT AND DL4 L RR LUM AND IAMAD >fIY C1*19 D 7111TINO ALTA CONU L.TM
I I
FIELD DRILL HOLES WtV1Csr(C.'rL7PORT1>=POL1iON►MOLOADI:
OP T i ON OF a LATZRAL 1700 IbL Ma.
4 - 114 TEX STS COACH C k VQ7ICAL. 13roBM.MAx
C QR J DEAN
7. THIS FOLINDAT30N It FOIL PLACM MANUFArCTURW DXIILDOM OONiTRI1L' w wren LONQPLtmu Olt '
i/4'x2'x4' 3' x 3' cam JoDrm
AN PLATO:
❑
ANGLE 3 VIDE
MIMIC nca R _� FO[MMTIai FLAN • TO lR 0014tTRtJCiRD ON A FAIRLY �Y!<L Srri 1H1i'IL 110 R)d/77N0 SOQ.
�>
! ►OUNDATiON I I I1II>rL'Il.iaiLaR' OOCLJRS DL1D 7D FQOR m iii NOrR 1 ,
►AOR , 34
4 - 1/2' !. M ARW WWIDQPEREMAAI. Si7TIiiH=Kr (W.) CAN 0=2. YANLIFACRUR=D f101tr.B SHALL BZ , • zh.
SEISMIC. READJUrT=D MOM DSS. 9=91D4 W, OIL M!11111 IT WU AD MISLY ArRCT 7I1= LIST OF TO "'^i_,;<
DOLTS PIER UAPILLRACTLHIiDNOIa.
I'•.Ly
.,.�'' rY
OUTLINE 10. THIS ra= M ADAFrARLA TO STANDARD HOLUM MADGNRY K= "m
a► NodsEp
Tj
L1. 1'OR R00! WIL tOu10B 0�tR'7�0r0 rQ. TWIr lOtAiDAT10N BYr7ILM YA. Ci L'�D xRT3t TN>< Nt71ORR Gr Cr.COaCM ^ v,t
iL. ; w
�t1C PRRf firO1VN ON TIL= PLJ1N. iIO�MSV=R.10Q LQADr !<101i>iR T3LW 30 PBr IW►Y R=Q13lR= TILT L1=L
TYPICAL BEAM OFADDrno�iALgrANDARDrADANDMM AP"ZTl 9 A"A�.-IURL1Lr.1=TAuA'rAKUA AL.•
3
SINGLE: WIDE TYPICAL - ,.
C 0 N N E C T I N S FOMATION UR NQTEs:
1. TIM FOUMMIT ON PAD MOWN ON THIS MAN M A PRECAST CONCRi'R KIU 4 ATM PAIL TT0PLYW PLYWOOD
PLA Not to Scoie ' �� h"
SiNGLE WIDE MOBILE COAG ra�t�rDATlat rADi►�AYlaue�AHALthINA7t
Scale- 10 • 10' L rOLR IL1AT10N! tADi SHALL RL F1.ACiD CN LRiI><1. UNDi BOii.
114T1C` it so a c� wcwc� " 3. .
STANDARD PIER A FOOTING SPACING
PER MORILE HOME MANUFACTURER': 8 • '- �. 3000 M AT 3S DAYS AS TM=AND UANLAACIURM RY STARLIT11 WI11OMT OONCRi7•=.
INSTALLATION MANUAL
COMPICURAT13M iHOWN 18 THE MiN:MUM b. PRFJRAR=DFADCKWrA7IION W=ZIV=RFO1111DLi18THATTURLOW OMMMOFTHIPAD
Iti '
NUMBER OF PALL! REQUIRED. PERP91NDK.X1ART0TH=C0ACiiagw(Ai:RowmaNTRILPl44
imam rot., a WHER3 I= CONWTIONS 2=111111 PAD ROTATION. NO YON= THAN HALM OF TH= PADr IN A
SIO' ti 1 04' KJ).
• 4. Tat= P
TRAv1aRu UMCAN Illi BOTAT>ZD w TiHAT T31i LCIiO DD�o�NS1oN or ADS ARS MRAIlIIL To
TYi CroADH LLP.AIL.. ... _. . .
3/4 nrc�ll A.e.A. 4t/34 Iot7sLt�ofii r.S.L�3 oc 4 NSR • W� 3r. rRF1or. '
�= 36. 1/2' 1 COACH SIZE NOTES:
ww If I yr rtwria
_'�� r9CL j 1. UA7QllUl l Limom OF zooms R►NE COu1CJL • p Fri!
3.5'' L UAXD" LI MM OF DOUKJ WIDE COACH •'FS Fm
z
Ir 4-Iti1 VVf 1 • J1 1 j 3. UNr1iS APMOWED BY THARP A AMC, FLAOR M RI 0 HwHT NOT TO DOCiM C
a. S FliT POR 8DKU rIDB COAOM
i►1Q PE=T POR 30' DOV11j W0B CLS
OA
PRECAST CONCRETE a 12 Mr PORKW. e31'IDOUBI *=C1OACii�S •
4. SOIL TRUILS W =OOA = MWW SAYR K.AHXMt�R EN PATTAS SHORAN DO CIN THE au NOD= mms U
FOUNDATION PAD.
SCALE: 1' 1.5' J. POR ANY COMM M OII n nI AN AS IWWN ON THIS PLOW 010 R=FERIMCD ABOVE„ THE SER AND PAD
PAYOUT SHAM W RLVI=M AND APPIWM BY DONALD X TRW Ha< MOCATii. a
.o
BEAM SIZE NOTES:
3/4' PLYWOOD SHEETS
SCREWED TOGETHER WITH I. SPACING SHOWN ON THIS PLAN ARS POR COACH WITH 10 MAND 13 MCL BEAMS OIL S MCA PACO
30*x►3ZZYVOOD w to x i V2' iHVS 1 CORRUOATiD�iMS.
A ^ p
' AND � UMOC Print CAN NOTDOCiiDMYOnMIUCHUAMONOrMCAWMMU S ntT 4 0 Fi1:T ON SACH !I'ID Ot LAVlI' � N
` �✓
HOLES EORMe tOINlfiA11� 11NM _
1/2' x Z 112' C.B. * * ><
4PI1tM A1iq SA!!Tt GL>K SSCTt01M tM/1 \ 4'pit�lf'�I /`'►
19'x3P'x3/4' x • x • 18' 30' BI A! I R V E 1�►3H j �_�
PLYWOOD no t0 OOMR7M4'mow s UI
r s ■ a V/�ti M ••1 MMrir M Nlp•r• •xiWx �f *MMP { ti ' % ��:
�+• .+� •l...wr ` x
0w son w�Alir t Ext � � ', � � � 17
ELEVATION G•
NOT TO SCALE f..«r•INosimOW rwq \ :L DrS> n nT
32'
ANrSTANr1►rK .a .cAc .� J% 95-36
ALTERNATIVE PLYWOOD �► o,�,o' a a
FOUNDATION PAD VA No.
�_ •,1, wAL ort 1�
SCALE: 1 1.5 nr0A, vfwa�,gw,=� 40 Z6 �o
STATZ SLTBWffALS36:430 Of 1 ih
{ILC- q `� 9