HomeMy WebLinkAbout079-170-007Varies - 67' Max.
r " land Fle • Choate Z te
7'-0" o.c. - Ma 7' - 011 oAs [horn
.c. 2'-0" ^+ em
„ Typteat
onstruci Zhin
Sidewali Ant it ;... r BO t Crawlhol.20 Of ' , , Set 1/2"s x 10'A.B. a i MIN. ., .� c,_Plumbing C.O. A � • _ ,� t � �'' •0 S.C.e.C. (max.) I Plea atae•ral Ren► J•i•t
(Location May Vary) Oct. Chassis I
! r
r(A
This Connection Is Repdred for,rHA Approved Favndalaec• '•_rI � ., ! IOi s 4X4 l�ki.-Nall x4 T•f Wait Ulisted AndtatdfdCennsttUn✓N Rim Joist w/ rn Jfir w11N• ti"Dace
i Mir. Tia Rated 4li QC. ,; k i�1in. Ot 1000•Se.f Min. i0 (3A. 1• Min,1: !SEE DETAIL Miet 0 PierRah1 u� " " DETAIL I n t Polest A 1 i "I"Min.of 4000• 3/e " X C AB12 Min. y 1� !. 1/4 "Drive Fin)
o ! I Distance i Distance .5 Distance 4 Oistane+t_3 Distance 2 Distance i I ! lAlt.l/4 Drive Pin) nates. ..►_
> 1 1 F I Erldwall Anchor 1�olts`: �- ��i ►
• ( (E) (D) (C) (O } (A) ( See Endwail Anchor [lett Chart - , 1 a . ,•.. '1 '' .. • ' '. ,
h rt wed +
For Number Of Bolts Rt rd. c:' •. •: t. �. "� .. ,� , .. .. ., _ •, • ..: . •., .` ,
M _"_'_ I ( ' ' ' ' 1 t AlongEndwail , 12• Alt. • • +!► . •• . :•;?, ' '1i: ::.• ;;!'. •' ' "' �- - - - • ' '
I I ''� '',�:' '"a'," �'ne. • , ... ' .. _: 1t4is When i" Deep hvrH N Place Conc. Fig.
• .. • L. t 1 I , I ! ., •t ; 1• ..1 Continuous Footing
f' : v ►i
( L-.! I . Tri. • t. • •s -sof Chort
Is Used
Ridge Slamr 7 F7 ! "
Not
n E suee•roo Mer Nows T• Nravf t,2
• w • �- 1 Supparti- ( l 20 Sti. Wrtes--"-Sea Chart 20 So, " Or 3 Piers r/4X4 Ofrenting0a Load
See Chart ! 1 • Alf. 2'�" Round AIt.2.4'•' Reunti '1
•I1 x;I�
0 0` 1 ' 1 i••- • I All. 121 Wlda x S" Alt. 12" Wide x its '
> I i 1 1 r� I I Deep Coptinuoua Deep Continuous
{Parallel w/Chossis sae Ofc sip
(Parallel w/Chess[• Pia
1 I ( I -Boom) w/2-s4't I-Boatn) w/2 -*4's
LJ i
e. C i i L -t (. 1
! I C B i 1 ALT. CHASSIS AND RIDGE BEAM SUPPORTS SECTION D=D MULTiP
• o I I Distance 12 Distance Ii Distance 10 Distance 9 Distance 8 Distance 7 I 1 �/ it ALT.
�rj(,�I LE RIDGE BEAM SUPPORTS
I K I - I nates. nae:, 1; �... nets. •
3 I I B (J) (1) (H) (G} 11
Ealsiin Est.Sldin t ,
•- i 1 - 1 • e•-``�.. Floor Joist �'+ r,G s. N(/iv Noi4t: IHJGita
Floor Mat A
F
1 --•------_ 1 7
I --------- - =- --•--- • i Soi Ne i tWad Tran► •
----- Ridge Be
i . Al 7 l6"
N -- Sup Crts- l-- at of s"o.C. / (min.}
----
40
------
j I j SN hart I i 2&4 Otk•o. (when Necessary) PT
Field intlell 1/2"(Min.) Nell !e Alin Joist st/lid al ti"0•C. 8` mina r
I i « "�. PI 'wit.
> ! I I Perimeter Of I •' AaA►eort,All.3/a (Mia.) " y Y-IG�'SE IGts.
I P Meted Piy'rd Shtalhind 2s4 T.► Plate Nall N O!k e.er
s. Jtlrls J.isl w/1Gd el li O.C. ,i-
" Double Wlde . • i I 1 1 t Neu w/ed Of i. o.C. Epct! � -
1 i II I ed at 12 o•C.Fieu hnrren » :s a of 1$"04
al's l4,At.�.)812%c.�''' 2 x 4 Pressure Treated Foundation Grade
• I l i I �� J i I 1/2"'1.10 A.B. at t2 O.C. dJ �d•v.) a G'soc.
Lumber, 0.40 * W See Press.
Sd of s"o.c. t .2',i iot,c. ' _� (Treated Lumber Notes)
•
I I 11 B Typical Cha::is Supports - I I i 1 1 1 2 1 4 P.T. lL G�or. r" thwx. ( Studs at {G o.c.)
II
i
a.i Foun,iation Ready Unit: I I i i I X 'Cone.slentwell, AILHee I,f. v�° p: • ►..;��i_ s
o i I M See Details Ii I I G` r� F �, :�• 1 +.. �, :��i•
> 1 must Her Piers Placed A i I Note=
I Within 2 -0 Of ji I I - I - • . ortva iJg i? r•. .. • .•, It
�•
Ii I 1 Cut 2 Off ttfi. Of t::ictint Sidiy and Castell Z tar er W.at C Y=A
4' 1. .
EndWalls 1 t i 1 I _ n Trent. Reneil w/Sd et i"Oat» !.. r
M I ! I ft Trig
• I 1 .1 ( I J � I _ 3 0 UNLESS St01Ne IS HELD LACK (See General Not i)
! LJ :I II it 11 L...� ' I Vent
Placement
' � at Corners - •
------ ,--------•-----_.--__..-_--------------- - --- Typical ;
' BACKFILL OPTION
Sidewali Anchor Bolts: Provide Ventilation Of
tndwali Anchor Bolts: A t• t• ,
t Varies Set 1/2 i 110" A.O. at Varies I Sq. Ft. Per Mach 150
See Endwaq Anchor Solt S i D E WA L L
Chart For Number Of Bol (Offset May Or May Not 6`-0" o.c. (max.) ( Offset May Or May Not Sq. Ft. Of Underfloor 'CLOSURE
OP T i O N S
, is Y Y •
Req'd. Along Endwall Occur Depending On Model) Occur Depending On Modell Area
- nates. _
This Foundation .Plan Is For A ► iF xoluzorlTar� LAP SIDING is To BE INSTALLED oN THE FOIJNDATION
WOOD PONY WALL FRAMING, AN UNDERLAYMENT OF MINIMUM 3/8" APA raw Mari.
0 Double Wide 0 Triple Wide RATED SHEATHING* 24/0* EXPOSURE 1r INSTA%LisD
SHALL FIRST BE C116101 rattler stftny-•.... FawJft,t CJ's r� �'•
'
,. AND FASTENED TO THE STUDS AND PLATES AS SHOWN IN THE D T)aLS
Zen or Wood •Troon
• ' FOUNDATION PLAN �-�
_ HERDOI�T SAID �G SHALL BE INSTALLED ON ENTIRE PE�ZIMJETER so• Note allow
„ K)EINDATICN WALL. ae ft 4"oat. rot. R..rr v Alt. 7/!.a=
_. N.T.S. l I Chassir
is 12•ox. _ (irlt►.} 6 min
AT ALL MFG'D HOMES OVER
F1414 Cattell 1/T (t.tinl, • 1`=Gra -
• • " a a SG'�`EE'iT IN LENGTH, SHEATH Pi wd• .
tt«a••aa, Atr.;/e I=rr►t to. ►t•a.Nw.✓iu of u ac Y
. 1 _ . " -:, ;<<r; i&Lu-) 12���. ICSTFt! 1 G lGR LL.
NOfi@. APA east t•tr•wt.etu•ut•e P••irw•1t te4 •ale at» INSIDE FACE OF STUDS OR 604..
��- Noe w�f of at 4"e.C• Etea 1 ! e 4 RL eltl P1.1• 0o ! AW) t 4' -
PRESSURE r fir R IV !G
TREATED Ridge Boom Loads And Distances To S co Are "Feld' UNDEIRLAY THE EXTERIOR //1104,101A.16.'�
• g upport Lo Horns a Obtained From ata 1: aA.rcent. :aro Ivoil, ui.ttc.a, 2 x 4 Pressure Treated F Ptd Y f --
LUMBER NOTES:
Where lumber is cut after treatment, the cut
surface shall be brush -coated with not less
than 3 percent solution of the same proserv-
ative used in the original treatment; or shall be
field treated in conformance with AWPA standard
M4-80 using a 5% solution of pentachlorophenol,
copper naphthenate containing a min. of a 21/9
copper me tall a 3% solution or ACA, CCA
types A, 8 or C, or a 5% solution of FCAP or.
ACC; or creosote In conformance with AWPA
standard M4-80 paragraph 1.511.
Fasteners shall be stainless steel or hot -dipped
galvanized; Hot -dipped zinc- coatsd nails shall
be coated after manufacture to their final form,
including pointing, hooding, threading or
twisting, as applicable. Electrogalvanized or
mechanically platod nails or staples, and hot -
dipped zinc -coated staples shall not be
permitted. Staples, where permitted under
this report, shall be stainless steal types 304
and 316 as defined by the AISI Classification.
RIDGE BEAM SUPPORT
FOOTING SIZE
ENDWALL ANCHOR" BOLTS
toorlas elle for toil
►.sal:
1000 1500
UNIT LENGTH
NO. OF I/2" ¢ X 10' A.B.
12"x24"
4,000
REQ'D. ALONG ENDWALL
m
Up to 40'_01,
6
CL
40'-1" to 50' _ 0"
6 ..
Will
7000
28 z36
24"x28"
4,000
32"x 36
24 x32
50'.-1" to 56'-0"
8
Q. v
56' -1St to 60'_011
8
28"x36'
11,000
44
30 x36
60'-1" to . fi7'�-. ll
10
32 x 36
v
Up to 401-0"
9
d..
W`
40'-1" to 50'-0"
11
aN
50'-1" to 56'-0"
12
0
56'-1" to 60'-0"
13
40 r
601_11' to 6.71-011
15
RIDGE BEAM SUPPORT
FOOTING SIZE
LOAD
toorlas elle for toil
►.sal:
1000 1500
3,000
20" x 24"
12"x24"
4,000
24 s .
18"x24"
3,000
.24'x-3-2'
20 x24
6,000
.24'x36"
24 s .
7000
28 z36
24"x28"
4,000
32"x 36
24 x32
000
30601.3Q.
24"X36"
IO 000
36x40 •
28"x36'
11,000
44
30 x36
12,000
-36"i
36'x -4'8'I
32 x 36
Thi! Manufactured Home Span Chart. ad a 4"ac.•-� •„ .� HARDBOARD SIDINO Wt1H3R" sir r�Pia s ou a Ion rd. Lumbeti0.�}0
" s•:-e4R.►.rc•rat.lwa•oxr••a. ja+�wt;. ,:.. -,� (SN Press. Treated Lumber Notes}(Studs at 16 o.c.)
v2 f : to Ala. APA RATED SHEATHING 24/0, .
s Ar,e alt a ^t k ' Ir'8ua) oriel-�I� jl � ..
- ,
� A
ra ra ...
A
•
Ilk
t!:
1.....�" I •�Aflsrvert.•f is"O.C•fwn•n►IC.S.
l�
j
Cal to Of f Saloom of
Caai. Sldine Ant install
+ ' ' 4 Robot 98101, k U••tl
Z Ur M ww4 711101.
As"$ w/et of 4 o.C.
(SN Nol• a t l
•
STANDARD FOUNDATION -READY OPTION
•
BACKI= ILS
FOUNDATION - READY OPTION
Calliope Eal•tar Si1uN--r-��,
Ftw M•I'6
Pour Jou
t
: 6J's t G a*.
to net I aol•w Fon Na. of bis
Rept.
• , . o EXP. I NAEL W/ 6d @ 4"
;•...: . a AT ALL CONTACTS.
O.C. e,�M 1 f tf
rai>js ('I''�
i v :• af4 Mr.
• •. '
*.... •,,.'fel
Ilk
t!:
1.....�" I •�Aflsrvert.•f is"O.C•fwn•n►IC.S.
l�
j
Cal to Of f Saloom of
Caai. Sldine Ant install
+ ' ' 4 Robot 98101, k U••tl
Z Ur M ww4 711101.
As"$ w/et of 4 o.C.
(SN Nol• a t l
•
STANDARD FOUNDATION -READY OPTION
•
BACKI= ILS
FOUNDATION - READY OPTION
Calliope Eal•tar Si1uN--r-��,
Ftw M•I'6
Pour Jou
t
: 6J's t G a*.
2 out or w•wi Tiim
SN Neta e•1•w
• tt a 4"SP_ 2 . We. of ,ts"o.c• Au•ch a Ent a AIT. 7/16" u
Dist. 6 Dist. 5 Dist. 4 Dist. 3 Dist. 2 Dist. i •' so a 12•o.c. marA.t wr2 a is $.I.& AT ALL MFG'D HOMES OVER (mint 6 min.
_- •I,._'• -"` .._.._. "_ ...__ 50 FEET IN LENGTH SHEATH PT:
- j . f �"lea. "sir Fc! C� ti lilt* MoNWr
t F E 0 C IB Q• PLIC in.ail uz"lrrro.1 •� llorSO 1✓ P
Hwf/Nte, A11.3/i (Mimi 2&4 T•p Platt Aliscn ./2.10 S.T.S. pry 11+10 � f
APA Reooa nywt.taamioe No,wui•2s 4•. •a is"aG , INSIDE .FACE OF STUDS OR Ply'wd. t. t 14'04.
mail w/ st a 4"o C. us r+, 2 a 4 al: sal Plot• UNDERLAY THE EXTERIOR d I's lLLt v) t 1?+•, resTiiJ pr ty il/rto s if1�'s>:FS.
• I watt"o.c.F�•tt ' cond, Site Well, Att.NA•i• HARDBOARD SIDING WITH 3/3- 41
Dist
a2•('as• .
Dist 12_Dist 11 I -I D -I -s -t.1-0 �rDist -9 Dist.9 �YDist-. 7
Mitch . " " ae w 4 ac.--� ;� '„ i,•f n.a"t an•,,lwn.n Kc fur #, X• - 2 x 4 Pressure Treated Foundation Grd. Lumber, 040End sit
1 1. 1 R i rJ I t 1 t1 I G - t.: L u.•f! APA DATED SHEATHING 24/0= '�iiw� *I,r L'»: r:., us
I/2 410 A.a. :' t.• jnrtrttz "
EXPE3 E3 S S. I. NAIL W/ 6d (043 4 O.C. , (See Pass. Treated Lumber Notes)(Studs at 16 D.C.)
S.• s Faor 04.1= coat r it . } r
< bed" Iw N•. Gt Nlt• :. L _ L /AF (Zit
Rept. AT ALL CONTACTS. ,wnµf *r :
' te: +:. ; z Fx • fart[. e1 04'4
Cul 2" Olt bloom Of Clisi• 4 Rd•t V ria of 44 G
Shine AM UNalt M aw w Wt To � (Veto• N•C.�. h u.•.) �•--
R•nott w/ed at 4 e.C. .4 8.11W1 c•n•1.•
tS••N•U•it ,�
STANDARD NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION-
READY OPTION
• -,
r
• , - - ... ray: P
_
SECTION C -C (ENDWALL CLOSURE Existing Extorter Siding • .
L RE OPTIONS
notes.
Field lnsfall2 ►er Sae
• •
Cloture'
-
r (Min.) Oetat!
)sea Neta Nlow4 Now
So min. E 1 V G
Fl•ld Install Closure M�-•-+ r. '
• _ GENERAL NOTES NEER
• STATE APPROVAL
hletcA EtArttlor stelae ' � � See Sidawail Closure 2% Ilk's, '
•.
0.1i Pig=
Wedges far Leveling -Type 't
' " •3 ,: tq DNail I, THIS FOUNDATION *LAN IS DESIGNED TO BE USED
SLnpsenTPNorE Equal 2t min. (` . 4 Cant. " " WITH MFG'D. HOME• �Q �s$!oy MOSII.II�01MMUNDA77ON
4 " •. 8"X • xlti. H:C.B.{Ait.MohlPiar)_'ryF Q / itZALI'XANDS •: •• S�'M
at Each Anchor A•It • 48 mox. :.; • "+ n " " " " "
Location i * " , `" 1/2 X 10 A.B at 72 0 C. 2 x I x30 Rx Wood Pod o.40, t"sRObAA Gon/rAt.? RT. Pods (Alt: xbesco erg. Par) 12" 3d MAKE • p . Jr �8'I'Y CODL, 1;i;MON I&IS,
• MIS. melt.
NAII. W/4.10[ AT SILL 4 Vert. at 9Q as.- r •� • • ,' w/C Deet► Gnwl(Grawl May Be omitted Ot►ttono( MOOELt
ltlt'� = « When Exist g. $di Is Frac Draining, As
Gitwah
• e min. 1 .• Determined By LAM! Bldy. Ortieial) 2. DESIGN LOADS% sr�n S
rLhTE AND 4-l!d AT F " ,
RIMlUIS1' ''' q s " �` 'kll {ALTERNATE TO WOOD M0: Aliata • : .� ` 7 :'••',.;'' ` •
H. y. p 1i1 UEJECTTOCOltit£C:.
r. 12 ►• 1 •! N i. oi► ROOF LIVE LOAD; �•D P.S;t: O 179 ..:0'ED
II •;
" " �iII Boating Pod, Ste Gesw1 Required -Soo I ,. • ; _
' ti° alt. r : !« `•t'. j 1 _ �: Dotell TAIa shoat) ► • • n"e " ,� ; . IA_." :•n . •. -- ,I .� FLOOR LIVE LOAD= 4 F.S.F. ���Zp� *, APntovAL nOts taorl A
!1�,�� ...--
,'- LOAD: i'.SE EXPd�'""'- C,2.r?ROVEANY
NOTE. .• .•,,... _ a ONE: �+Z�ur>:Nrs
wlNo L ���
ill- 4 Rete Wnt. " 04% When a Dee Centinuaus SEISMIC Z 4 �. �\ SrA72LAWSAND XW T �
Cut 2" OH Bottom of Extstlnp,Sidinq and - 12 p ! ff CtV� r Q� u!•A.ITSO
4 Cent. 4 Re►u rt. of 44" Note: 20 W 24' Rw� Feeting is Used 3. THIS FOUNDATION 13 FOR PLACING MF �! SMlta[
. InstaII2 Bart Rattail Wlid'a at i" O.C: - tx" 4CRelterd. only r/N.Cs.
G'L1 HOMES �j��•'1 f ��L>,Q�. � 4iritaia
z M ee Cane. Ft .
. .. litemwall) The FiNtngs tihasrrl Anti options, "Wide » g CONSTRUCTED W/ LONGITUDINAL OR CROSS JOISTS. . � p :�, � y�a>fCeosaunityDevc:�; :ant
Each Type Is Acle table.. {AIC !s Wide x i Oeap
♦ a fes. v
F Centinwus Cane. Fig. 4• 1. DIVTsI
;ALL CONCRETE SHALL HAVE A COMPRESSIVE � •- .. t?�.
W/ 04's) STRENM OF 2000 RS.1. IN 21 GAYS. s '� .� : ..�:: :
• STANDA: �.
CODIiSA1VD .S
• STEEL PIER '
CONCRETE '.BLOCK � 5,�-�� y . _ .,.
S. THIS FOUNDATION PLAN i3. D«SIGNED TO BE rr k Y )Date
CONSTRUCTED ON A FAIRLY LEVEL SITE WITH N0
ALT. SECTION A -A aL C -C N - EXISTING $OIL PROBLEMS.
.. � •. a ,"i.1r�'�
1p3 -z
SECTION .A A SECTION 8 B TYPIcaI APPLICATIONS :< • �:� SMNQ,
"Pt HOME MAY BE SHIPPED FROM THE•FACTORY -
STATE APPROVED (APPROVAL SPA 250-1) i. MFca "
. nets. petal. WITH SIDING CUT RACK, 2 AND z PAR WSTALLED,
ABESCO BEARING PAD
• 7. FOUNDATION CONTRACTOR SHALL VERIFY ALL �'.0
DIMENSIONS BEFCRE CONSTRUCTING FOUNDATION.
♦ nett.
REVISIONS sY
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io
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0
0 ZJ
0CL
O .CC
.0 0) �'•
.
.�._ 0
*oo,a3 in Q
v
w
Ito D, 0
i '-- LL
DRAWN
• .GHQ, .
K>:O
ATE
3-8-94
KALE
none
JOB NO
94-212
SHEET
lu rm CO`tplrr
1y
G DEF r
4R nl
OF I $MEET$