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CITY OF TIGARD
Approved
Conditionally Approved . ( ):
For only the work as described in:
• . PERMIT NO.5iM .Xe-Vi — fir m)/
t, 1 • See Letter to: Follow ( ):
Attach (
OFFICE COPY Job Address: ? -1MA�ess: — - — A ■ _
By: - -- Date: L�
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03/04/2011 12:01 5039010035 GOLDEN PACIFIC HOMiES PAGE 01
M
144; QQ Install footings
6
Install Footings
At
"¢ This chapter provides instructions for the design and construction of individual footings that transfer the load from a single
pier to the ground. A footing and pier together (discussed in Set the Home) is referred to as a "support ". A footing may also
I be designed to carry the load of multiple piers (often called "strip" footings). The design of strip footings is not covered in
this manual. The foundation systems described in this manual have not been designed for flood resistance.
Follow the Steps below: • ti r ST 1 DESIGN POINT LOAD SUPPORTS (p. 19) ' - • • ' ' ` ` :•••(.:''
V STEP 2. DESIGN FRAME SUPPORTS (Homes Without Perimeter Blocking) (p; 22)`
. T STEP 3. DESIGN FRAME AND PERIMETER SUPPORTS (Homes With Perimeter Blocking) (p.24) • •. ' ` _
4
STEP 4: SELECT FOOTING MATERIALS (p. 29) - °. :1;
•Y , S1he5 SiZEFOOTINGS(p.30)
. '' _ .. r t, ,•�'
• Y STEPS INSTALL FOOTINGS (p- 32) . r •' • ''�•;;'
STEP 1. DESIGN POINT LOAD SUPPORTS
i All homes will need supports, and therefore footings, under the frame, marriage line (for r d r A AAA
t
multi - section homes), exterior wall openings and other heavy point loads.
All pier locations required at the mating line, perimeter and any special pier support loca- High roof loads. For roof
Lions, as required by these instructions, will be identified from the factory by a pier tag, la- loads of 40 psf or greater,
bel, paint, or other means and must be visible after the home is installed, The pier de- a registered engineer or
signs, support loads, and footing construction shall be as indicated in the appropriate dia- registered architect must
grams, tables, and instructions herein. Where perimeter piers are required along the exte- determine the maximum
' rior wall, alternate pier spacing may be used in lieu of the factory identified locations pro- marriage well opening
vided the instructions of this manual are satisfied in terms of allowable spacing, pier de- permitted without pier or
sign, and footing size. other supports.
PLEASE NOTE: Clayton Homes, Inc. wiTi not be responsible for damaged or removed pier
tags. It is the responsibility of the installer to ensure that all piers are properly positioned in
accordance with the tables & diagrams contained in these installation instrutons.
Create a sketch of the home that includes the exterior walls. the frame I - beams and the
marriage line(s), if a multi section home. The sketch will be used in this chapter to locate
each support, and note the size of the corresponding footing. Figure 6 is an example of
such a completed support plan,
Perimeter
Mocking Piers. { Dnnr Pirra. Figure 6. Typical paint -load
(If Requrrear r r support locations
1 ,.--1-11e BM Fremc
{ Nternbcr
O
Mprriag¢ Wr Li Prrre.
. 7- -r -9 ».o._ - -- e . _ _e_
["ruffle Peons.
Porch I- IirATn i - •
i „,
- - --
, N . - r -nrnm Frnrnc
'�•I`rrirnrl.rr
P orch Pput r� ICTF.— Mocking Piers- Ffesn Len
fir Required)
Dour PiccS.-
1 3!20085 :00 PM
19
03104/2011 12:01 503%10035 GOLDEN PACIFIC HOMES PAGE 02
Install Footings
•
As the location and load for each support is determined, note it on the sketch. When se-
lecting locations for supports, keep in mind that increasing the spacing between sup-
ports will increase the load on that support and the size of the required footing.
DETERMINE LOCATIONS
Point loads exist where a bearing /structural weight is concentrated and transferred to
the foundation at a specific point Locate a support under each point load, including the
following examples:
• Exterior doors in side walls at both sides of each door (blocking Is not required
at exterior doors in end walls supported by the steel header),
• Other exterior wall openings four feet and greater at both sides of each open-
ing (including multiple windows that total four feet wide or more without inter-
mediate supports, even if individual windows are less than four feet).
• Marriage line openings four feet or greater at both sides of each opening
(where marriage tine openings are greater than 10 feet, intermediate supports
must be placed at maximum 10 feet on center).
• Locations where through - the -rim crossover ducts penetrate the rim joist at the
marriage line (unless otherwise noted in supplemental documents provided
with the home or unless the home is constructed with a perimeter frame sys-
tem),
• Marriage line columns.
• Load - bearing porch posts.
• Under heavy (400 lbs or greater) Items, such as heavy furniture, waterbeds,
firepla and large fish tanks,
Adjustable outriggers may be used to replace piers below exterior door or window open-
ings less than 40 ", Adjustable outriggers may only be substituted if local codes permit
the use of these devices and they are installed according to the manufacturer's installa-
tion instructions. Factory installed outriggers and crossmembers may also replace piers
below exterior door or window openings less than 48'.
Mark the required point load support locations on the sketch. Supports are not required
where the manufacturer has reinforced the floor (such as with additional outriggers or
floor joists) and so noted in the documentation provided with the home,
Door or Opening Le:++
Then +a In. In Width 1 C".nt,tnnd Sinn Ih.arf)
Ridietreom
WIN
\\ Pnt w nr 71'n11, l,e "w
1 i ` Tifnn
IS in. in 5,1111
r i Figure 7. Typical point -load
g + S on R Sport n support locations along the
marriage line.
4 4
Lz p 4
Mnln
Pontine Footing Foaling. Pnntiot Footing ranting Fovtl *R
$io' i nad Fitril rnr 917.11 wnrl Sf,nd fnr Skerl fnr 517 wnrf $ISM for
Spncen per Sp+n C por Spitted por Sport n per Spots A*1I $,or..q qrt Spnn ,1 p
Tebte 7 Tnbfe 6 T.,hlr 7 Twbir 6 1Xr Tnlrin G Minn 7 Tnhlr Ii
CALCULATE LOADS
Use Tables 5 -5c to determine the loads on point toad supports (columns). For each support.
find the table with the appropriate section width. Then, find the row with the appropriate roof
load zone and the column corresponding to the span (see Figure 7 for guidance on deter-
mining spans — if a support is shared by spans on both sides, acid the respective loads to-
gether to arrive at the total toad under that point). The number in the intersecting cell is the
load,
._........_._..._.. ,..._,_.. 1,. .....M....,_....._..., ., .. _ ..,..r....._,_.- ,.�._....,,..a� 8/13/2008 5:00 5'C?0 PM
20
03/ @4/2011 12:01 5039810035 GOLDEN PACIFIC HOMES PAGE 03
Install Footings
Note the required loads net to each point load support on the sketch. ‘1��1 tt t M 1, , , ,
TASKS 5, POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENING5 (L8 0
t k kr
: 20 ft Ma w.MameWidth tit k. G j � 1. . r
k' FoOf Live ♦ 0 : -4:; . , -um On�rinR in Marr,�pn L - 6 „L� • , , I :Or IhG1ttG " ' E
LoadjP$FS 4 8 ie = E 18 2 ='. F., ? a
2 g
20 1000 2600 2200 2500 2800 3100 3400 4000 4600 5200 t !
30 2000 2800 3600 4000 4400 4800 5200 6000 6800 7600 ss
40 2400 3400 4400 4900 5400 5900 5400 7 •'. y't)0 ' 4 G y`.,, 1 01'...•. '
CO 3200 4500 6000 6700 7400 8700 8800 10200 11600 13 000 /l �tJ�7f 214 �t��'
. r. 4000 5800 7600 8500 9400 10300 1 7200 13000 14800 16600
100 4800 7000 9200 20300 11400 12500 13600 15800 19000 20200
20 5600 8200 10800 12100 13400 14700 16000 18600 21200 23800
•
TABLE aa. POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS (L18.5)
24j36 ft Max. I#Ome Width
� :
.: Roof Lhe Maximum Open tA,?: ; i;?
Load (FS; =) _ = 34 16 ' 20
21 23
20 1120 3840 2560 2920 3280 3640 4000 4720 5440 6160
I
30 2320 3280 4240 4720 5200 5680 6160 7120 8080 9040
40 2800 4000 5200 5800 6400 7000 7600 9800 10000 11200
60 3760 5440 7120 7960 8800 9640 10480 12160 13840 15520
80 4720 6880 9040 10120 11200 12260 13360 15520 17680 19840
100 5680 8320 10950 12280 13600 24920 16240 28880 21520 24160
12LI 6640 9760 12880 14440 16000 17560 19220 22240 25360 28480
TABLE Sb. POINT LOAD ON FOOTINGS AT NIAPRIAGE LINE OPENING$ (L85i
25/42 ft Max: Home Width
r
Roof L:oo araxim::m Opening , n 'VD /Iii. 3e One ( ft )
Load (PSF) 4 0 - 14 ,p = ..
[) 1240 2080 2920 3340 3760 4180 4600 5440 6280 7120
30 2640 3760 4880 5440 6000 6560 7120 8240 93_60 10480
40 3200 4600 6000 6700 7400 8100 8800 10200 11600 13000
50 430 6280 8240 9220 10200 11180 12160 14120 16080 18040
51) 5440 7960 10480 11740 13000 14260 15520 18040 20560 23080
100 6560 9640 12720 14260 15800 17340 18880 21960 25040 28120
120 7580 11320 24960 16780 18600 20420 22240 25880 29520 33160
8/1312008 5:00 PM
21
03/r4/2011 12:01 5039810035 GOLDEN PACIFIC HOMES PAGE 04
Install Footings
.0111lirlt ` -1
TABLE Sc. POINT LOAD ON FOOTINGS AT ivTARRlAGE Lt1r[ OPENINGS (1.1133 i ,� k G p 4 N A 4 f ,
! %
32(18 ft Max, Home w d ~ h - a :t 0 '
I LUacs l.�i•? 4 o _ E � 4 23 32 • �. �. «
"� - >
76 1330 2260 3190 3655 412D 4585 5050 5980 6910 7840 — 1 AG ' P
.. . ...1,____ ?eg
.
30 2880 4120 5360 5980 6600 7220 7840 9080 10320 11560 +'! -'� • +1J 3500 5050 6600 7375 8150 8925 9700 11250 12800 14350 ...... �'• t b, V
GO 4740 6910 9080 10165 n250 12335 13420 15590 17750 19930 1fl� •"- 0 t.. ., '
90 5980 8770 15550 14350 15745 17140 29930 22720 25510 eft, `'r /l►f n 11
. T iN �
�
I. "0 7220 10630 14040 15745 17450 19155 20660 24270 27680 31090
L'u 6460 12490 16520 18535 20550 22565 24580 28610 32640 36670
Determine from the data plate and/or labels along the perime-
ter if the home requires perimeter blocking. - —
-
1► if perimeter blocking is NOT -eq _.. _ ..
FRAME SUPPORTS (Homes''Vthcut - ernmeter Btockin
If perimeter blacking is required, go to STEP 3, 0
AND PERIMETER SUPPORTS (Haman 1.Afith P er u .-
STEP 2. DESIGN FRAME SUPPORTS (Homes Without Peri-
meter Blocking) ' d
DETErtMiNE LOCATIOI+fS
Alt homes require regularly spaced supports along all main frame I-beams. Select spac-
ing between supports and sketch them on the support plan. Keep in mind that frame Spacing frame supports.
supports under homes with 8" deep I -beams may be no more than eight feet apart. There must be a support
Those under homes with 10* or IT deep I - beams may be no more than 10 feet apart pier located near the end of
Generally, greater distances between supports will require larger footings, Figure 8 each I - beam such that
shows typical frame support locations, there is no more than 24
inches as measured from
the outside edge of the
floor to the center of the
pier.
Door Piers. Figure 8. Typical support lo-
1 —Beam Framo cationsforhomesnotrequir
1 Members ing regularly spaced perime-
ter supports
G-,.. -
r3 13 Marriage WAD Piers
Required AL Opr.ninga
Y Font and Larger.
y jr,/: ❑ ❑ {] Q Q ❑ ❑ Ct Frame Pierq,
orcl 1 -Seem Frame
2-6,/ t7 1--
P rch Post Piers.— MemberK
boor Piero. — Frame
•
22 9/4/2008 2 :55 PM • '
it
a 3 / 04 / 2011 12:01 5039810035 GOLDEN PACIFIC HOMES PAGE 15
.11t
.11 11100Ft=
poured or drill them in after 1
,
the concrete has set.
mot N.,... Muse. 49 ellfroAroar."... ...- 1
MOD .10157.‘ _
•
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.:. 1 l'g40 11 litt
...,::= .....___....,......, „• ru .., z . . -
•
Fii • 1 i Fr kite- i N.AN-E0 Ttlerttfti : 1.. i ....' i
---. - t' -- 1 -- r.r...!! f •-•-== = ..- i
—. .
", r ....---■ TWO rie.h..., ...- ..-=s:i--_, f... 1.. ..fr- I ;
• 1 :"._ . _-
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kitalt.t1A1
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■•• • .
ow. r h1.011h 4
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rth OF FLOOR -- 0/". I
I - I BLOCKS PARALLEL WITH EWE or Flom BLOCKS FT7ALLE1 wii: :al :-;.•.7.:-.r: a:-.:
i
rm....1u resew nr pr.?
i i • If feitOtifIDS are redenrader, Orient
t .. . — —
......_ . _._...... ;--- -..-- ..7. . .•
Race the bottorn of hotingS On LITIthWillt7- ,...,-...,-.:- :-., -.,,...... .........;_-._,-...= ,...--...-.., .....,... .
90% or it maximirm rplatrim rtmseify le WAY
. .
_ ________........_ __ ........... ....._._ .
--- -•- -- - ---
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r: / came wen arty LAW requirement'. r.r._--'t !----- -- -- - - -- — --
).11.41-1,-TT rtf We fekerta..-.... N...t.......n.- .---.....__ - ... . . . .. 1. . - - . ---- --- _ _.
___ - --- -. -- -- - ---- ----
.. i ,,,,-;;;;;;;;■-• ;;; •oiivit itwas I.okaitet.i.itin WOW!. TIM eftrar011 if! ity rr....F=f __ .. _
i - ,4I-4 -1 1 fs.en- f,-,-.F.• -, ,....? ?T._ . .!...._-!....-- z- ,....._ , ..,. . . -- - -
I ;
nr / .• amousdanCe wiin tne Arnorir= ::..,_., _...
tab curino MPARIrtendll harfrim Ti.••••••:•••••••••••••••••• ••••• ....... .......- -- . - - • • -
' 7
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... . .., :•---- • .--•••,-------- ,• ,”. 0,- -et 7.-.-=' 4 =4,T TO ra1241 Ma 61424 rA i
viar, ;.E.•., •............... hi-2,2h Rh. h In • 2 •.. 2 27. -h. a 2 .
. • 7-- - -. •••••• • ;L.— • .1-fte,ltzt,t, r..rr,
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03104/2011 12:01 5039810035 GOLDEN PACIFIC HOMES PAGE @5
Install Footings '
r ' -
Door or dpealna lean
Than 40 +n. in Width r Combined Span fA +D) _
mdBehetra i J Figure aA Typical n'adrriage •
1 t „ u ne s upport �oc>�riorrs for
.r,Qe-
�' � Th a 1 I or hall, 4et7
ter nee not
Thm� 16 in. In Width - ■
j '_Span a r, i,
Span B Donn a
•
i
'
7 -- ; ------- 7 1 ::, \ I— D �
Fooltac footino footing Pouting
Shed for Si «l for Sited for
Span C Sited for
labia 5 per t abl A MT pars ?Mile Table ti
par
t @bII� ! par Tnhl 3 Tobf�
%14f'N1d f 444
CALCULATE LOADS � „. D e v , J r
Use Tables 6-6c to determine the toads on frame supports, Find the dart with the ap- �1 1 . (2 41 i • - f °.
propriate sidewall eave overhang. Then, find ` d the column with the appropriate roof load p • r 1
zone and section width. Find the row corresponding to the selected support spacing. = .cr AGPi ,, ).i .3 7 c.
The number in the intersecting cell is the load.
Loads on all frame supports can be assumed to be equal if spacing • -
support s P �9 is equal j .�'�'°"' f1l
However, if different support spacings are used then each support with a different spec- s , . •.• ,
ing should be calculated separately. ma y •• • t0 0 4 o wl . ••
�
Note the location and load required of each support on the sketch. ✓� ✓ � i l ✓' t •
r s. �
"ittffltiSt
TA144E LOAD ON FRAME FIER FOOTINGS FOR NOM E 5 NOT REQUIRING pE - ".^- - -- -- ... - - - - - - - -- - - - . . -
Raa,f Load Zone and ri.lx. lgmt t_; .x
5c Jth 120 Gil - __- ._- _- _- _..-
Fier Sp,actnp 10 ft 12 ft 14 ft 15 ft 18 ft 10 i- -
Upto 1 • 2195 2539 2843 3140 3410 2 2764 3128 3462 3765 2605 3009 3413 3753 4120
> 4' t 56' 3093 3579 4065 4510 4915 3400 3946 4492 4993 5448 3702 4314 4920 5475 5980
6 4' 3990 4638 5286 5880 6420 4400 5128 5856 6523 7130 4810 5619 6426 7167 7240
y 8' to 10' 4888 5698 6508 7250 7929 5400 6310 7220 8054 8813 5913 6923 7933 8858 9700 i !
TABLE 6a. LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REOU 7.7 -
Roof toad 2on.: amt.! r'lox. Hove i d
S outh (2A ctrl
r ' . - . _10 ft' f t t4 ft- _163t ---
Lip to 4' 2240 7564 2888 3183 3455 2460 2524 3188 3522 3325 2680 3084 3488 3858 4195 I 4
> 4 ' to G' 3160 3646 4132 4578 4953 3490 4236 437 - - - - --
> 6' to S' 4040 4728 5376 5970 6510 4520 5244 5976 6643 7250 4960 5768 6576 7417 7990 l
E• to 10' 5000 5810 6320 7363 8038 5550 6460 7370 9204 8963 6100 7110 8720 9046 9288
9/412008 2.35 PM I 1 23
03/84/2011 12 :01 5034810035 GOLDEN PACIFIC HOMES PAGE @6
I.
Install Footings
PABtEi LOAD ON fRAratE PiE; FOOT --
_ _ Up ".0 2300 2624 2948 3191 2540 2904 3268 3541 2780 3124 „ . 5a
s•7' to6' 3250 3736 4222 4587 3610 4156 4702 5112 3970 4575 5182 5537
>6' 1f R' 4200 4848 5496 5982 4680 5408 6136 6682 5160 5968 6776 7382
% ' : 1i, 5150 5960 6770 7378 5750 6660 7570 8253 6350 7360 8370 9128
•
TABLE 6c. LOAD ON FRAh1EPIER FO =_-
I Roofl
S.rn,t!- 4 •tf
-, S =t_In£ 70 ft 24 ft _ _
.'u to 4' 2420 2744 3068 3311 2700 3064 3428 3701 2980 3384 3788 4092
- 4 ' o €: _3_916 4402 4767 3850 4396 4942 5332 4270 4875 5482 5937
e' to 8' 4440 5088 5736 6222 5000 5728 6456 7002 5560 6368 7176 7782 i
s tc la 5450 6260 7070 7678 E'.S.e - _.. - -- - 7::: .:.v ;. —... i
STEP 3. DESIGN FRAME AND PERIMETER SUPPORTS
(Homes With Perimeter Blocking)
DETERMINE LOCATIONS
Depending on design and location, some homes require regularly spaced perimeter 1
supports along all of the sidewafe and marriage walls in addition to frame supports, The
sidewall and marriage wall supports will be indicated by pier tags, labels, paint or other Spacing frame -° � = - - --
means. Perimeter blocking requirements may also be noted on the data plate. There must be a su,a
-be
If required, perimeter supports are only needed on bearing watts. Bearing walla are pier l @t) near the end of
those watts that support the ends of roof trusses or ratters (typically sidewalls and mar each I ! nom such that
riage walls but not end walls of main units or sidewalts of tag units). inches there is es as s more measured n from
h
To minimize the number of required perimeter supports, space them evenly between the outside edge of tiw
point load supports as shown in Figure 9 and Figure 10 (but not under ins`- zz a.,.,. 4„ 4r.w rowrn. -c -_
sp
figures identify typical support locations for homes requiring perimeter supp:. {
r e.
r , ; hIl
ti
lt
•aaG,
a
,
it �tr f � f � ► ii1 t .`■
8/13/2008 5:00 PM
24
03/04/2011 12:01 5039810035 GOLDEN PACIFIC HOMES PAGE 07
Install I oo m
Perimeter
Blocking Piers. Done PterA. Figure 9. Typical support to-
r
(if Required) MOORS for homes requiring
— 1-9esm Frame
Member perirttater
r ,
- a 0 a^ In p - - Q —Morrie Teat) Piers
f !
= --� B---C' --m Prime Piero_ .,.
Perch Cr�h i ^ BCnm F`rarTt
P erimeter 1 - Thom Frame
Pant. a.;t Picts. Mocking fire.
karctzrre
(if Rcgltired)
Door Piers.
oQai or opening Leon Figure 10. Typical marriage
Then SE in_ in Ridst, Cmnt cart 2p.n j,lag) tine support locations for
�.- I homes requiring perimeter
m, MUM .1 RlegebeAen I
1 T
supports
J •rtza�ie T teed
t.
Width
i t S.en It earn A
i
1 IJ
I
5 4
I e
Footing !online Pontine roolfne Tmzi.g neither Tenting
•
Sized and Sisal for Sized one' Rieee r.. Sired tan- Rtee4 end Mood env
Spored per S teil C par Speced per Span TI per 3pnn AfH
Table 7 Table 5 T.bie 4 Treble ti T k T
per Sven A per
Ter 'reek 9 r¢OYC 7 RI+Ee S
•
CALCULATE LOADS
Use Tables 7 -7a to determine the loads on frame and perimeter supports for homes re-
quiring perimeter blocking_ Find the chart with the appropriate sidewall nave overhang.
Then, find the column with the appropriate roof load and section width_ Find the group of
rows corresponding to the selected support spacing. The values in the intersecting cells
are the loads for the frame, perimeter and marriage line supports respectively.
Loads on supports of a given type (frame, perimeter or marriage) can be assumed to be
equal if support spacing is equal. However, if different support spacings are used then
each support wttn a different spacing should be calculated separately.
Note the location and load required of each support on the sketch,
8/13/2008 5 ; 00 1
25
PAGE 08
GOLDEN PACIFIC HOMES
03/04/2011 12:01 5039810035
. i Install Fo °till v
_ Ki, - r_ .
lip„h, lt,-.,n =----- - -----
ilk: tc.,:' fri,,m'il• 1420 1624 1,921 lot!! -......,-- '
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03/04/2011 12:01 5039810035
GOLDEN PACIFIC HOMES PAGE 09
. ::
install =
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Install
Optoa' - -
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—
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03/04/2011 12:01 51. GOLDEN PACIFIC HOMES PAGE 11
_
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- - - -
- -
STEP 4. SELECT FOOT
- -
Select one of the product's and materials fromll•-•*`1::
wasigm6r 414270.-
Apoodini
TABLE 8. FOC.17
material -
_
Minimum _
4,37,73,POurc57:75:." . z dx: Y 77
require reinforcing Mei Wieder, occoget4-.
law* and sole speenn
_ .
*Pm' nOIL
■;'..'• .' • 7' • ••••••.'
;;;VI. • LyL 4 .; * ment
ABS plastic Stable soils Use in accordance with the pad SIIIIIIihntmer •
use In the SOH CLIS,SifiCatiOn - - - -
pa
. • . .
• - • • _ _
6/13/2008 PM
29
03/04/2011 12:01 5039810035 GOLDEN PACIFIC HOMES PAGE 12
• 11 1111111111;05°-:-
; ..
-
# i 111.1111
_..
1111 .------
1 ti-i 5. SIZE FOO1114
-:-.
of each footing as fotiogns;
1. From Tabfe
inch) or doithre _attack Nod FIR In*. v
! i
2. Locate the group of casn :- - . -:-.-.-- -:-.: - - - -77-1 7 -- - —
mined in Prepare the -! L -: — — 77= - -- ..: _--
AND FROST LINE 44. :it Cities In0 neat fewest va• -;- ::- -=-_: -- ----- ---- .
not appear.
I
3. Find the row corresponding in tft"... 7 ." . ' - - I
-
Then, read across the table te --- --..: :____----- -,-,----- -------- --- -- -
the corresponding pier tawny
"/' The required tooting skim and rfor- --,--- ..--.-.. .„-; ..3. ma suWfi uy ftwem:rcer n nr.!_ i •
ferent support spacing.
#
#
TABLE 9_ PIP'? r,,,..:
FIMEMEEr7
..---.,::-...----
----■■.- . —,,, _._ _ .,
— -
Do nfirma
1 .. '; --- 7 ----- '
_ _____
-- - - -
. 01 i. Art-I i t i
--.......
..... _
I ,
Single stack piers mey be conn•;:= :,‘-- I:a - 7.-7 ,......- .,..-.-..„, ,.-_,:.- ,.....„_,... ,,,,,_,. ..-_ _- . I
___
rirneter and monistic tine cirrk-L,t --_-_-_::_ _
" Cross reference makiirogn ;satk*•;.t -.._-___ =-___L-- ---,:- -- - -- - - - •
frame t charts_ If MeYireit MI P. ttry.e....,t ...: ....,.-- ..- -.... _. - -
Cieskjris must be provided bv a nvek.--•%•-•' ---- - • - ......—
,01111111//
.0 'exj thl it,
...../.4.4.
...... --... ., D e • •• _ling
....I'
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: ft AGalc 0 ' 7 = - _
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03/04/2011 12: 01 5039810035 GOLDEN PACIFIC HOMES PAGE 13
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03/04/2011 12:@1 5039810035 GOLDEN PACIFIC HOMES PAGE 14
ii 111.1
11
_______,
DeStatt footings to comply with the following additional requirements:
•
• TO keep footless itanetru....4.... Li.-- ._.. _-__ _. _ . . .
I aNghtlY tergerMan the thirtiMUM IRO. tiii•Pri LI:77 _..- . . - -_-..
•=7;T• •:;;;:it.4 ;rvittu inasieseiaTton_
•
4444 itiOtittgli *In a footing erriar --------- ----- - ----- - - _ -
pi e r ) no greater than the tontine! thri tcy-- .ea a ............__- ..- _.. - .. ,,._
--
F i
---i Fitilkire ii. Adexittetm bating
• 4- extensions
- r i li" 1
1....___ 1
L.,. 7 .--.- 7
i ____I
rOnikic tete/WI er ' Fenteur Ft1,,,,,,
Its Thigieseme ee Len
Ler4 Then ird In trielh
r ---
1- 1
,
i ,T ,,,.. I
N
7
\ N O
YE..5 ..
- The footing
sizes shown are for square pads and are based on tho mirfarp i
area (square irotes. [Marge F'r -----,----- ~' ----- - - -
._
! is equal to or creates than sal MAO the Ow% eem.e....e. ,-- - - - - — -
, ..Mkeen..-G 1 re'1710 Kuala tan 4i..... IR wieft ••■• Mar NM.= as........ -.
TABLE WA. FOOTE1-7-.-
1111111_ _ I
I 111111V r
M..---- - - . - -- — - ___
.;,.,..;,....-.... .kiwtr.0 :'.:., `.' - •.--'• - -"-""
grt?".VaTtP/ L. '. ! •
- -- :4, ‘. -4 .....:. = ,:-...•-,, E
7:
_
.... -. Tr et: i ir- i s
- - - 7.: ::: .:.17 I' 77: : -. -.: • - • -
.. 471 1 law Wili:111... t ''.-... -,.r, _ -
=_.---
- , • --.-
_ I ay 'u
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. an
=
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i t---- od; X in 7•Ittoll
i 0fir• s." t rrs•.\ . e
_
=
COntstruct the toetintla es fatteksat! I
-a-
sr%
---_ - -
i .
r.
= -
MnJrt I . i r ar Air # Ic Air _Mr Aer F ma
-71 ar;CE 5 Li:: "1.11ar rilWar.re= P 6...e...a .i.....-....-- a:: ..--- :
tat: SPEL6h4_
' enc
Ti 'mr... -,. mg - wrp......... • ...... ...a Er. esaa... ..... , 18182.
- •••• - —
—.-- ---•--- - ••• -- •
-
Plumbing, electrical or rriechertier_=f: - - - - - _. - . . __.
........_. ____..„ _.......... . -....-.- _ ......--- -._
i • ReCeSS perimeter niar ■It www4e titot ....-..... ft.... - -- - - - .
WAN wern annex.' u re-trtnrt me ekes... Z.n 1....i.....em..., ,.
, 'so aul • .1, ........,...o.v. an.... r■...■•■ :: .-.•
. =--....
..-=-_. --•• - _,._ — I
32 8/1312'008 5:00 PM
= -
gi:.
02/2312011 13:41 5039810035 GOLDEN PACIFIC HOME`:
- PAGE 02
:i.:. Set t Home
Y .�K =i - -
=`_ m
4; apter describes the process of installing the first section of the home (for single section homes this is the only sec-
:_, 'Onto the foundation,
Follow the Steps below:
\ _. STEP 1. PREPARE FOR SET (p. 37)
- r'' : HOME SECTION (p. V)
. '... LIFT HOME 3?
P 3. LIF (p - 37)
n-
1.:5.i7 a A, CONSTRUCT PIERS (p. 39) .
\. w y 1
P 1. PREPARE FOR SET
_ beginning the home set, complete the following' r + ZAZA
{+ Confirm that the site is properly seared and graded (see P repare the Site, p.
15. Clearances under the
home. After the home is
swC ` . Ensure that the footings are in place and properly located. leveled, the res home
dis-
`" Install any utilities that will be di to install (e.g. those below grade be- lance between the bottom j
�_ Heath the home) after the home is in place. of the entire chassis main
Secure or remove from the home and properly store all s hip loose items (refer frame beam and the
to shipping documents for items Shipped with the home). ground must be no less
. • I nspect the h ome interior, exterior and all providers materials, app
liances and than 12 inches.
- equipment. Immediately report any damage or shortages to the manufacturer. Utilize homes
t perimeter bearing well foundations: weigh Several tans. Na
• Check that the actual length and width of the home ma the foundation one should be under the
walls. home (whether It is mov-
. Check that the two main diagonal measurements of the foundation are equal. ing or stationary) unless
proper cribbing is in place
*} • Check that the foundation walls and other support points are within 114 inch of (Figure 15). Failure to util-
level overall and within 1/8 inch of level within any four that distance. ize proper crribieg may
• For multi-section homes, check that each pair o f d iagonal measurements for result in serious injury or
each portion of the foundation corresponding to a home section are equal_ death,
- r i• • For multi Section homes. find the electrical bonding tugs on the front or rear
outriggers. Reverse them to the inside of the outrigger so they will be ao;ess-
-'„ ible after the home is placed on the foundation walls,
va, ::
.. • If using a cross beam system, remove the frame's shackle hanger if it will In
terfere with proper placement of the beam.
Leveling During
STEP 2. POSITION HOME SECTION Jacking. Keep the home's
.: Position the home section in its final location (if possible, move the heaviest section of oor a as lev ing T l or
the home into place first). Then place materials needed to construct support piers du warping the floor clan dam-
{`their final locations under the home as determined in Install Footings, (p• 19)
age the structure and finish -
irk. Use as many jacks as
F STEP 3. LIFT HOME } necessary to keep the floor
' e
ho '' There are three primary methods available to place the me on the foundation: jack- flat and ry to
i ing rolling and craning. Jacks, often with roller systems, are typically used for pier and
- ''anchor foundations, roller systems are commonly used for c.rawlapace foundations with
load bearing perimeter wails, a nd cranes are most commonly used for basement fount-
datione, L �v4
:JACKS emotions and the procedure
If jacks are to be used, comply with all jacking safety pr
(5
.._-.
•: ' 7 2008 5.00 PM 37
-- -- Vii:::
l
02/23/2011 13:41 5039810 @35 GOLDEN PACIFIC HOMES PAGE @3
I
} Set the Home
below. Lifting the he with jacks involves potential risks and must be done with ut-
most care and caution. Failure to follow jacking warnings procedures
before may result t in
7
serious injury or death. Please read the Jacking Safety Precautions
home with jacks.
.1 A.ctsiN sAFETY PRECAUTIONS da me's are being op rat
` No 'one should be un . t -beams while the jadct:
ed Only an the jacks. '
• ed a ck a the home support Oo not rely on the jacks to support the
Use l only for rem the home.
home....:
Ie, raise t he ; hame , attiy onone sc that the other side is in act
;..
w+th: the ground. l cave the hitch gonnerted to the vehicle or outer stabilizing i
egWP ment . .
1 ■, Obey all OSHA regulatiurts •
ebbing (f 16) is in place whenever the
.' iWlake sure adequate safety _ .
i ' : tx rte ,a placed on j
Us a m,nmtum et tw comrr .quatrtY lacks.
each with °a rating of at least
' ' k
12 tits ; r directly under t he
.. , lack : entir on. the main chasi►s l atiern Centering jacks
biram
o not a ck o a a se am v;nt between flan of tw t- beams)
To D distr the co noen n ed.loads:from jaoks, to I -beam
in . place a milmurn a
indt { k plate a,Crr +sn a.1 , -inch dick hardwood bloc or
c�ar,nmercialjacking plate: between the mainchassls! -boom and ttie jacke
Locate the jack base ont film ground- Never jack can freshly disturbed soiit o.hed. r
here. an underground sewer pipe malocated. be iod-
`', w Use a flan support under the jack k:base to prevent tipping or settling of the jack. � 'A,r inirnum.18 x•:16 ". or. larger:woad.or rigid fiben3lass pad is recommended.. .
Never use oncretC blocks BS, a support for a jack. .
• .::.:Never; use jacks. that are leaking or are in need of repair_ �w
Follow the jacking se4Uence outlined below to avoid overstressing structural members:
i } '
1_ >gtock wheels. Block the wheels so the house does not roll. I
{ 2. install cribbing - Install safety cribbing (Figure 15)
a
B"
Figure 15. Stack 4" x by �;
long timbers as shown to farm
l'1',, �
'!" safety fimbets piece safety
jih a
embers under home behind
A. "0,,,,,0„ .:
1 � , ; axle area and under h>Ych- •
i �" � '` /.r � -ice \,. .
•• 3. Level lengthwise. Locate one jack at the flitch and level the section leng-
' thw se (such that the front and rear of the section are at the same height).
• ' 4. Co Place a minimum of one jack in front of the first spring
• Locate end another jacks.
hanger and another just behind the last m spring the I-beam on the -.is
where the p iers
side of the borne that Is lowest sm
will go )_ Place jacks no more than 20 feet apart and no more than 20 feet from
each end of the t -beam-
i i 5. Lift the home. Operating the jacks simultaneously (or sequentially in very i ,,
ij x n lift the home section until It is slightly higher than the final ; ,,
it small increme ts? i
I ''` desired pier height
i �! „, 81131'2008 5:00 PM
10 1 IH (: 38 .
@i i h 7. r
6 �y
ill ii'
02/23/2011 13:41 5039810035 GOLDEN PACIFIC HOMES PAGE 04
e e �€
- I l r
I
ROLLER SYSTEMS with the equipment manufacturer's directions and
When using a roller system. comply
rho following sektuenee: ant to one or
1. Establish staging area. Establish a staging area directly I
•
both sides of the foundation .,
t manufao-
2. Setup rollers. Set up the roller system according to the equipment
directions. the sill
3. Fasten bump blocks. Temporarily fasten wooden bump
from rolling at blocks on the de-
plates at the ends of the foundation to stop the the
sired location.
4, Roll horns. Roll the home into place over the foundation.
5. Remove bump blocks. Remove the blocks before installing the next section
of amulti- section home. rA
Ard
All.
CR
When using a crane, follow these guidelines: No one should be under the
• • Position the home section(s) and crane (taking the boom reach into consider- home white it is suspended.
• anon) such that they do not have to be repositioned donna the set. Never put your hands be
a main balance of the home and to tween the home and the pe-
Use enough a rapt nI sized � t rimeter walls-
prevent damage used to support
Place straps under watts or poets, including temporary posts • th@ opening Do n ot position lifting straps under marriage wall openings.
Use a properly sized spreader bar to maintain a vertical lift, to avoid placing to slip.
compression farces o> $a he one point on the so it can tendency
controlled while
- Connect a rope to at
aloft.
Make provisions to retrieve the straps/cables after the home is set. If using a
cradle system, notch the sill plate where the straps will fall. For��ng sys-
tem. no rim and reinforce the home's m joist to keep the strap slipping
and allow the strap to be removed after the home is see
Always set the home section farthest from the crane first so that subsequent
section(s) need not be lifted over previously sot sections. i
— 'Have li to ir►torior t-rld
oua +ibr�- supports already been designed
and - installed as art -sari approved toad bearing peri
wa,UoundatiO — - -
■ YES, gC tc Complete Multi - Section Set, (p. 43) or go to Connect
Utilities, ', 93) for sinaie sect)on hc' es.
1 NO. go to STEP 4. CONSTRUCT PIERS. 1 . ;;9
STEP 4. CONSTRUCT PIERS
For the side of the home section that is up on jacks, place piers on footings or pads for -
lowing the home manufacturer's blocking plan (or tags). if no plan was provided, use a er a. incorrect
the support plan developed in Install Footings (p. 19). Start at one end of the home DesigriinA
section and work toward the other noting the required pier materiel specifications and
procedure described below. e e l Iorsetion S r spacing of ze,
dation for the horns using materials
piers may result In serious
structural damage to the
Construct piers so as to provide a stable foun listed home. install piers at the re-
in the specifications box below and based on the location of the pier and its height as all
measured from the top of the footing or pad to the top of the cap. See Table '12 for pier quired in stall piers Failure to do
so may lead to sagging
construction requirements. r floors, walls and roofs, and
could void the home's
+�
. ranty.
39
5/13/2008 5 :00 PM
02123/2011 13: 41 5 @39 810@35 GOLDEN PACIFIC HOMES PAGE 0 5
Set the Home L.
___________________—_r_— ._—t
•
TALE 11. PIER MATERIAL MINIMUM SPECIFICATIONS
$pCCititatien
Component conferring to RSTNt designation COG, grade t
sot atieast8 " x18 ", 1
N�rtirtal dimensions _ ... - ... 8 b; pig . fi+t°
G - - Greta Block . nit:4 �, X.16' Pr s t con 1! 1 m e an e�ctesto►
—� p t iiir re'tai 1rt pr by s }
Ceps M .. . ' 1
• _ — Naval boards. _ 1� { bGStedN
pacers rs� dmu►t -... .;r:.;:.. ::, ":• •r ;: •;:
• Sys t paw:' wired ver
Shims (else ratti`zt fix;
wedg t d will ma>nmum toad capacity and sited or labeled for the ns Metal or
_- Available in various sizes stamped nar►z4ntat load Gaps ty.
required by oesign. for the
acit a p ie where provided with pro r tt of su
Commercial metal o* Pre' lice! load capacity, - ra revs! be pr protection against weather dBtC�atBSien and corrasiort at 4
cast concrete piers lea equivalent t d piers a coating of zinc on s Of
equivalent to that provided � _ - .. .
by . g : . r '
te{are.irtth
�•- ArlVpA U4-4"► � Utz -G�
:--- -� ; n';at:tici borne:
RreSSUCC tiCtC
aG1 WD�fI ,t74ritt�
TABLE 12. PIER CONSTRUCT M�xisAUnt Set i
ut >>.;t;i i Conf:qur fief! oti,�ta hattfln'1 WilitOU
r Mortar iii " ".O+ i;•r
1Sit•r location ii - .1
•r}'*" .. ..1 Sin#lis sta
"f r ,
ck blod S v kh tong
S� 7a9 s - 7.40?-'=.1.. : • tEeati36
8d1' +i >�t"sldA:ia :Y ..... 1 31t0
may.., , :. ;•;,:: -.Jae il,$2d •
... �' • 36 tm arid in : .t 7 .1Yw .. """"
t r t.r a
r..,, -AT 6Z 1- � : s fl±30V4blOC _' r • • • • x ` . \
W °•^ ' " Double. interlocked. rein- t" RA - i
Between to i end to in forced binder
...,. :7 7 ;: i :,,T :.:• : : " :', in bloats th1 5
{lle;steck wi 0 6U • 7 ' � . 0 •
- ; f i -• ., . .�, parafiel to•pertineter rail
:r: •.� � • ,.i: � •sld�
pCrimrtrtk1. - _ Zrim joist} t
. �— - �% Single stack blocks with long W 5.76!}
7,8$0 i
side p to the
Marr;aaF tine 54 id Or marriage lire Ott q
to 54" max. height only when lnstalted as perim and marriage line supp
I I
" Slagle stack Roars may be allow cted pier d{chai t . I e n- I
,, „ rete>�nCe maximum sU rYwable pier Neigh# with s hen deSiowabmusf be provided by a f r>rgistel ed pr charts. If 1
Crass
rilaximum heig fisted in flame tiedown charts is exce i
gineer or registered offs o
for pier heights up to 6" and 8 t" offset a ttowred tot pier h eights between 36 and
Maximum horizontal offset of 34' allowed
, surface which the pier
" 1! Prepare footing surface. Make sure the footing
C 1 sits is flat and smooth. Before placing the pier on the tooting, dean dirt, racks
other arlevel,i flat off ra surface bplacing a treatediboard on footing and morn
create a level, flat surface by P la the first
taring on the first block (or manufactured pier ba
se), Pan �$r- t ttlttls l lrir�
i.
Stack concrete blocks with their hollow cells aligned vertically. U ,q % 1) Nit ' /
N. r te. -
2. Stack biopics. cted of blocks stacked stile- ry -Sim. orient each layer •,n `! - i
at right pieta era constructed 1 e) and plan blocks so that spit g try r
at right angles to the previous one (Figure to the - 1
; �, r . 73.. r
:
caps will be perpendicular to the blxks they rest on and perpendicular _ �� '4 .
main I-beam, . - ,+ .... gs. iii RA 'S
It .,‘, i is block ;or manufactured pier base) on a layer of p 1: "'Ask Q��� yam.
,,• 1tt'1'-' t 1
t if f I1ti1
� I I B1281200 5 :04 PM
.!,1` i 40
,
C %1
02/23/2011 13:41 5039810035 GOLDEN PACIFIC HOMES PAGE 06
Se the Home , „..,..... =� •....... s.,..4
•
..,.....
%, ..-..._%..- .„--- " W 7 " v., 1111 - \ ,
1{ i F Mil 11
ot‘ ri o .., ..tecitespea vim
—441 1
� � � " tikiLd \ �% ;,� x!11 �. s''''''i Rte' - c�. � p�Lprtilt�r9Fl�
PIPE AO IMMO met 1.393.
M R 8 8 AAB� l�+A
' SYR �n S rAaL I � L
��p�, P0�4+4 84YA holl 71t f Il
T arc * Figure 46. �r8ttta pier co I
ti
�hrtcgon.
3. Cap piers. Place a cap on hollow block pie rs the evenly they bUte th tMtien I
loan. Use CAPS ton same length and width with the long r
using split caps on double-stacked block piers, install the caps ndicular to
dimension perpendicular to the joint in the blocks below and perpe Alik 4 rl I .:1
the main I-beam. a 4 between Curing t7rrre of mortar- ed to 7,
Where wet mortar is us
the
4, Install shims. Use shims to level the home and fill any use shims in paw construct or tee l used
al- base re the i -Driven and the top of toe lowed it to T v t pliers,
least
(Figure 17). Drive them in tightty sa theY do not occupy more than one inch of _
vertical space. When the space to be shimmed is greater than one inch and BD's of strength capacity 4'
or 2" or 4" (usually tree irrq 96 hours)
thick concrete than the mini lum ( s of In maximum tress blocks, (usual setting the home,
hardwood a t e blo k dimensional lumber (� install shims and dimensional lumb-
ete blac. for split caps,
erlblocks`over each individual cap. Two cep blocks may be used as the cap
on double block piers provided the joint between the cap blocks is
perpendicular to the joint between the open cell concrete blocks and is also • perpendicular to the 1 -beam supported by the pier.
t t 1111 t jt Figure e 17. Carted shim ' . .' . �,
1.
a f i I • � t3renenslctns of
_ ` masonry perimeter walls. c... � % If using a masonry perimeter
MO .
i e
� �`'► .�r/�(/ ' ` enclosure calculate peer
' �• ; '!? 9 : w `� heights so that the clo- '
�,` ' •• O� Gt' -\‘`
- \ � ti lord unit dimensions (+ n-
� JJttt 1t111 put Cutting).
5. Set up level. Set up a weer level side of the section down desired o the leveled
main piers. Carefully lower "
piers. adjusting the final height with shims.
it
A water A waT�R t to dard r
A water• level is a standard device for leveling the home. The level � it
consists of the following components:
Level the home. Th home is
•. One container (live gallon bucket or one gallon jug). r,.
tubing. sde4uatety leveled if there is
«
• _ y Sd feet of 1/2 inch diameter clear plastic 'Fittings no mare than 714 inch differ -
for container to tubing ens between ed'yaaerrt pier r
supports frame or pie- j,
Valve for terminal end of tubing. en suPp4 ( .
• . `, Liquid ..for systerry.cblored water in warn► climates; Windshield and vy�rttd the windows as fate home do •
,v;�t7ing fluid. hi bold" climates. -
41
8/1312008 5 :00 PM
i'
02/33/2011 13 : 41 5039810035 GOLDEN PACIFIC HOMES PAGE 07
$
ill t E.
...---------1— can be prope
not bind and races in
operated_ i f difference
P hesghts oc cur drain ed to
- M ::.r_•.�;; - • t s should be i ns pe
y r' n - s, t►t yB r�B 510 Sttt13-
�_ '� correct m
„s:F : tiaras, tiara �o
— ' y� � Water reve o
^q:t:::: Operate th e water level
r ..• ,,.�. bot ends of the
sw `', r= P to a i be open to the •
system mu must
i : r a t m aspi rg and s • •
: approximstel7 tubing ti
1 a : 1 am oun utd ith in the
it i= - .r-e' ' ,-�� =7 1.1 L i t of f<
� i , r o a r l± y�! , fl .0 ' -, "� rJ at art ttmes {'�+in a few
::';: a.: r. t :;e.', - • il • • c>at+:teSO. pier..::
{ ) - 4" 1 ' r f L' R1l1E o? t
W, 1�t8 Befor the
• . t :; flar hO T e, ali
4 2s r n y • bracing.
be. t ' r. the hom • fot;:a • • . ": • •
' , ., . :t : r• a".. 'tn vi l'► fkr 'tztdng eara trot
' . ' ; `' 1<<tt ► , : te5 1: Neverallovr,.ath'n9 , . . y ,,t � ;,
• uce • .., t • • �M tree
;;'' babing .: - , - 4. , the trip *we!' ,
.: oft e ,.,,, lew10
•_ • '' ` Pul sed,' !':.• d.ohe ee ny air aridi ` •
•dry y t he 3o t> e • . adjacent t o a -pier that fs set •
-h: 1{ttiaig4:1 • above. POT' and '
vt:..
i ce ^ 6 hetits 3 . 1 _ ., otdoi� Vi
tt , ;: lat Mo ve th conts e e • the pier wt'ier
a lred total. h the valve.
:,1 :' 1s imet+e ;lev9i• l nd ctose
; k , , ' i rott tather in , that pbeitipnr3 mid •
the valve
'''..'"*116v* the tub to the next pt h t to the level of the '' •
• $ #4 ..P ' ' i &Set the,p t . at this a ev e l e • \ \
;.:,` p ttu and e
:,.;,. , t tie:tub i o9 ..:.,: • \ \
: ,,•,:. Uri at the sa
� .. .
: me leve ` t • - u se.. CRS t�
• out ot.the sy ste in
m while iin I
le aks roc ess again.
1 , '' :14 sr , .- • t,!' ' in the a r, up . install
'' itiot►sti.'Oir en d beg p ot h er side omp a t i+e secu and
', Ra, the sea-
g , Complete ifl opposite aide. Jack At the c leti of this step,
piers #allo the lnst abo
e tine piers. install perimeter piers and for
lion should be Level from front to rear and from side t o $ e one piers to pro
7, Install perimeter and marriag tars. pggitipn tndrria
•x rr+utti- ,eotipn Karnes marna9e One p
fo bath Mating sections. o r proPerlY disease of the I
vide equal bearing gear. Rem a and store, recYCe of the homeowner f the B. R hitch, ax runn 9 are the property
\ \
Mitch, axles and wheels_ Ttt rat ha ve been made -
less otter con tractual among
,
Is this a sittGtie cvGiic� i�pr
YES, go to Conttert tles, (p 3 ) -
II . , 9O t Et�ttrtuttitlliti- 5eCtifltt Sep (P '
44 4
i I
i
ti
. I
If , _______--T--,, -1
4Fi , •.� , . t3l-2t 08 5: DC P''
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r s ,'
is i 42
f 1
t.