HomeMy WebLinkAboutApproved Products for the Installation of Manufactured HomesHome .Specials Appliances Bath Doors 5 WhitIh s Electrical heating & Cooling Home improvement & Repairs Kitchen
Plumbing Set -Up & Transport:
Fiberglass C"e Steps
Gorstiticted.from pressure-treateA lumber.
Fiber -glass and resin exterior coating G
Non Skid surface on all beads .and landing
Rounded /
�
andblack
�� � ` � ~•<•
�carrhe ble finish
White wee
Steps and ralis mustbe purchased separately
1K '
38' wide platrahm oil ail code steps
Part No. Dimensions Side Rail .. .. ..
r,.
12-4398C...... 3e-% z.14^H.................12'-d399C
12-4412C...... 38-W s21^8.............. ...12-ddll
,
y? ;,
12-4d12C8... __38^N z'24^H-8^ r;s=a.......12=d4118
12-4413C__.... 38^17 z 28-H...... ....... 12-44114
12-4413C8..... 38^W z 32^H=81 tiaers....... 12-442148
-,,F .r .......
12-4iA15C:..... 3B"W z.35^H.................12-d416C
{
12-4415C8.....38^W z.40^13-8^ risers ....... 12-44168
12-4417C...... 38^W = 42^H.................12-4417R
? s
12-4418C...... 38-W x 48^H................ 12-4418R
-
Almainimt Cads Back R,47
12-4414....... 38-W
Economy Steps and Rails
Same consUvdion'as our code steps
Reduced platform sizes to fit your.needs
Extruded aluminum rails
Steps and gals must be purchasedseparately
Part No. Dimensions Sidra Rail
12-43988...... 321W z 16^H, 14" Platfacm.....12-43998
ti
12-A398..... ..34^W $ 16^H, 24^ Plat£oxm ..... 12=4399
12-4400B...... 38-W z.24^8114^ Platform.....12-44668
12-4402....... 38^W = 2419, 24^ Platfohin...... 12-4406
12-44028...... 38^H z 32^H, id^ Plat£ozm...::_12-4407E
12-4403....... 38^W s 32^H, 24^ Platform ..... 12-44064
Special Order SBA
Our fiberglass steps can be ordered to fit arty application
Contact the sales staff for more information
Baer Coearoarttt Downloads
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Primo Supphr 0 QMgftpje!*S
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MOBILE' 140ME S r TeChnoloees, lns•
I)ba Olive
P.O. BOX 581467
Hohenwald, Tennessee 38462
i E� LO, ! N Bt
pId Z41,000 lb.
and
16"x16„
6„X18„
18' (rounded)„
le, , " x 15116
IL 18 3/j"
13 7"x22"
7
20 ILrowided)
t 22 /a
17 /".25'A
24r l3'4(raunded)
2i.13" x 29• "
23'/:' x 31
1.77 l
2.0
2.0
2.360
2.375
2.4
2.5
2.15
3.0
3.0
4.0
4.0
4.0-9
"•' -
77--00'0
B lb.
1b. 2,QO01b• Z
,*All g�
1,770
1,780
2,000
2,000
2,360
2,375
2.315
2,500
2,750
3,000
3,000
4,000
4,000
d 699
2,650
?,660
3'000
3,000
3,550
3,563
3,563
3,750
4,125
4,500
4,500
6,000
6,000
7.041
3,450
3,560
4,000
4,000
4,730
4,750
4,750
5,000
5,500
6,000
6,000
8,000
8,000
F� CO g�,S,=J'�►
Bad Descr►�ption
mid Footer
Conti nration
015 ;c 20" p° top
base-
--A (1) 2
(2)13 14" x 26'/• (3)17" . 22" „
3 17'/ix' 25.......
Three )
J
MODEL #
�1CB1
OT1CB2 were test on
,fie oap boards
Wised
l0n®
4,420
4,430
5,000
5,000
5,910
5,598
5,939
6,210
6'875
7,500
7,500
8,000
8,000
lb.
5,310
5,340
6,000
6,000
7,090
5,59%
6,400
7,500
8,250
90
9,000
8,000
8,000
5,310
5,320
6,000
6,000
7,090
5,600
6,400
1,500
8,250
9,000
9,000
8,000
8,000
3S
i�0001b.
Z,00fl lb.
3,� 1b.
soil
Bad area
��
soil
s
9,604
N11A
4 8
4,800
5,000
jO,OOU
NIA
NIA
5.0
6'�0
12,0
6.0
CAB BO�
llyEl';'S 1�TION 1„ x
Plastic Cap Board
cap boa
Plast d ssn�e or double stacked
�c
Ca Boar
pier (C90) `VIth either a
AppR CVED PR•..�DUCTS
p �R fii'IE�CT�DC�MES
MAC
SST �
MpBII,E BIOME SAFETY P� �� �S
Dba ; 11-4 Technot g
p.O. Box 591461
Hohenwald, Tennessee 38462
nF.S
MODEL
---•.
Galvanized Auger An chor
486A
Galvanjztd Auger Aflch or
�4858
,zed Auger Anchor
0'T601B
Galvanized 3-1406k Concrete
OT1100CA
Anchor
Galvanized Metal Stabilizer Plate
pTMSP-1
Metal StablUZO-L ?'ate
Galvazed
pTMSPIG
Plastic Stabilizer Plato
1055-19
plastic Wed, (pTn (ABS)
2410
A43051able Outrigger
1055-11
Swivel pram a C1amP
double bob head "'I
5�» �i a srodingle 5" disc r.
48„ rod, double bob head
wig a sirgte S' disc
double bolt head
'With
h� gte ?•5" disc
T, x,• rod, double bolt head
with a) hook
012001
S,vivel Frame CIMP
OTSFT Connector
SideNvall Strap
p�002
18" wide x 131/z" aeP*
13 'NO deA x side
Igo,wide x _ 12 V.
at top) x 995„
,742" (biickne� „
(width�x24(Iofto)
3.5" x 6.0" x 0.946,1
Bracket Pipe and scxew adjustment
1vw' d upper and
3l16" x 2" ga
lower jaws for clamno I beam
Sidewall Quick Strap Conner
A-36 Galvanized
G-40
vanized 7 PUP connEctor
to hook sidevvall bmktu
van. od head ick sQ•
A-36lGat o1e in cl
-A Inil 0
L
APR:DIJCT�
R T1� K�Ivi�S
..F MAC ACED
ins continued•"
now � $ INC.,160311
P.0 31216-0387
N�hville,'�en°essee ate
tN Soil
Load S mad
DESCRIPTl Clams 4 725
# 1DENTIFICATY=x flat N!A 3,150
AS'iMD3953-9 i 4,725
'�: StraPP�gj strappinS� KIN 3,150
,lame Bride, .� �-'" .. squatG *read e�
J$" g 3 X dread,
alvanixed SPltt Bolt wlhex head star 4,125
;. shaft saw cut I�llA 3,150
�•. 11116" x �'�; � � Plated 3�150 4,725
o Psiae�' Crime B Spy S 2.60Q" X 4.975" 7 10 8a �fl'
xom -
----- alvel Strap 1 y. ° % .035' strap 150 4,725
59002tD ' Coln 141A 3'
2.5„ 11.3 00 �auge d
Beset us
Connector for gg002 and STa'd 4,'�25
59003 TD 3" l-besat► n NIA 3,150
L �� 1�2 " X 1/4 " used as a pats
Beam i �� x 6 with 59002 4,725
Longitudinal _ .NlA 3,150
59009 Connemr t clamp
6„ x d,�q„ x 7 gauge fram
de 5 bolts Od nuts NIA
11 ngttud pBf NIA
eam with S P
590 C1 Window Support
N1A
Der �` NtA
AdlubMPmXti6 NIA N!A
IV62 SupPu et Anchor
Conn N!A
LS Tension B� WlI.aB t1lA rilA
Hp12 chor
patio L Anchor Bolt
Concrete An
uPt3
4
gc hs d 10110
01/e712015 09:44 86346767'1'-,"
FRM-
%*
-SUO' . Artchoilling
guidelines
coriorminaellation
Ud of bamomm (Pam%ww
21"'
' Qiwft*-
Axbw
1) Dim 1/40 h0lSbM2Wft Md btackd-lat
frwne fiber:
2) IASWI L4w&M using W x 20 x 2 VV
3) 74* location of hole in thjdcet on the
concrete.
4) Move the 9V away from to house. Drill
hales in conwft at d* desired locations.
Top in VP ewet*M MAOM.
5) ROPIM sip so theft tops of the concrete
widwrs Fatcude, &-Mgh the t4wgekets-
Seem with the nets ad wasliam
ri
HOME DEPOT',
irriwWon
list dr
(2) d41 kitchor Asseml
Each -PsImbly inc WI=
#),IS inch Anchor
� (1) 3jr i I w lag saw
I)MOXI-Wmmsber
QwWW Imts.11806n.
d.00 in .1,3 P.0
wil
I Y
F;Sw gtthe hel&
. 4 -F
�W
'a" ofigm mah
WAMG: Failure to &
can =;wt in wwy- place
house. M&C WN ftqW
rem is level. , - -
PAGE 01/01
p001/010 F-634
and mark the
is v6+& Remove
s ground so-tba the
. tbgositioa
as
he pla& wfime the
i
char nomtip side
Ofthe fewer f%M$
I
fMM member
and *.Sbex-
,wyb crest, Tne; Drswer A
;r ho step pioperly
Stcp against the
(a whMift step
I
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adso
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��Owanchors,,'Oft
Longitudinal a Lateral Stabilizing SV318013
Top-quality heavy
gauge steel
throughout system
Versatile: crovides
combined lateral and
longitudinal support,
or only lateral, or only
longitudinal
Flat pad design installs
easily. eliminates digging
and driving foundation
pad Into ground
Excaedsrequirements I& all wind zones. Eliminates
frame ties and stabilizers, saving time and money.
a Versatile: provides combined lateral and
longitudinal support, or only lateral, or
only longitudinal
■ Flat pad design installs easily, eliminates
digging and driving foundation pad into ground
�.. _ luP_titW ity. kkWV yduyt; 5=1 N1uV1ue3
stability
sr Utilizes adjustable tubing for structural
Integrity with less inventory
a Easy to install and neatly packaged for
warehousing and transport
Lateral Longitudinal
Lateral/Longitudinal
04 t
Longitudinal System includes:
1- 20' Galvanized steel Pad
2 - Beam Clips with Hardware
2 - 4.5" Square Bracing Tubes
0120355 390• Longitudinal System for All Zones
0 t L0000 qW—t yl lalLULillMd o)NWH1 fUI 60 ilniine
0120357 SV Longitudinal System for All Zones _
UW.al/Longitudinal System Includes:
4 - 2W Galvanized Steel Pad
1 - tAr Adju9taWe Laaeral TWO with ttxrr]ward
2 - Beam Clips With Hardware
2 -1.6' Square Bracing Tubes
- D124377 38"' LeteraULongitudinai _Sy tam for al( Zones
0120378 44"" LateraUt ongitudinal System iorAll Zones
9120274 f'i"" Lfli?ram' ^..QII. u�tner cyc+am fnr en 7nr+nc
" Refers to the langth of the bradng tube
Lateral System Includes:
1- 2(r Galvanized Steel Pad
1 - SW Aditistabie Lateral Tube with Hardware
0120370 Lateral System
Not abdW eta 1oCPt ns
Repla.c9MOM Pinst for Pan Systems
0120368 19" Pin
spedf dw sb6bred Chibnge w>ltiout NDWO-
LONGITUDINAL AND LATERAL BRACING SYSTEM
OUTSIDE HOME BEAM
)J'x2 X1"
CARRIAGE BOLT
t BBRRACCEE °TUBE
2_ sq" FOR 18' TO 24" PIER
2— 44 FOR 25- TO 32' PIER
2— 5- FOR 41' TO 48" PIER
?¢'x2 )f CARRIAGE 80LT
4- ,w SEL
-MMLBC BEAN CUP
a
W/ 4 Yl xT Ft
L
bSIALAND
CAR WE 80LT5
6SfiT
BaTg
S03 PIER PADS
I NGITUDINAL BRACE DETAIL
1AMM& TUBE
1�-n�oE aoaE
FRAME BEAM
•UR L BOU
WBE
FOR QQS- MAX SPM1
' $ rm
FOR 99S MAX SPMI
Anon
mp.)
cmmWE B0.T
1/2' NAVY DUTY 19ASH1R
Y1/ 1/2i1-1/2- CW I13E BOLT,
1 ATERA F1RK WLAn
NOTES:
12- DRNE PINS MAY BE USED IN CLASS 2 & 3 SOILS.
16 PINS MUSE BE USED IN CLASS 4 SOILS.
MAXIMUM PIER HEIGW- 48'
MA?QWM SIDEWALL HFIGHi 96
MAXIMUM BEAM SPACING 99.5'
WHEN USING LONGITUDINAL BRACES.,2ND PER IN FROM THE END OF THE HOME
MAY BE USED TO MAKE ROOM FOR BRACE TUBES.
LONGITUDINAL do LATERAL BRACING SY$T1i
nrran aGCFF1RIY TTRAWING
NOTE: 1/27 BOLLS ARE GRADE 5
1ANITIE mm ANCHORS
10/10 O1
PEV /8/02
W
s itar X t vm
M.
B OW. SMOR CAP
�.
smmum pk&,-
FOR W.P00--"
ur r SEEatr- azaal
:u•r� F ❑
❑? WAM LIMA."
ffoakomm 11
ALABAMA - MAX PIER HEIGHT 37 I l
LABEL HOMES ONLY t
FLaWiOOD - MAX PIER HEIGHT 32'
.sM LONGmiDmi AND LATERAL.
BRACES MUST SE USED ON ALL SYSTEMS
-MULTMIIDE HOMES My
*4.3:12 MAXIMUM ROOF PITCH
*W MAX SMALL HEIGHTS
vc
v Q� �2
M. Hv
e DctsAMMcar
asco tmL
1OCAMM Or bloMr.O. NSAA921I
1
FOR wAO om SE DM Awt}DN
.cl
o
f
t a i.a� _::-0 �.
m 1
�\ '. p=o��,ata ��� omiv @�v�am��oc `9cxcoWAcWG=3.9ar+moW
`•� B:GE 18DL S.9l�6.D2 DMA 9 GX c WAcTv4 m 19Ed.W m
as�vcw eE+Ea�m�Ftett eos t. MLSI�U�Ni41dFC1ALW.C�iCULPAIMM4.96I65 Mppa 4f130 - EZDH
i9nCi0i1 4636 - E s. I1S PMIMD tvtlles
r M�1 L.�D68KT0AV/S A6.ilICA3 ER 7O1J
1. ALL SI�UXDNAICa�7l:B7. A YS.NR Rp, 4g2X185 _ _
y1A91 S MNiq®EAIOWGICta.xABtRBIIMM COAb10.
�16WAS81 AAE�m Y &DWAL 1QV/0.0FL VSRit�RESLRANPC
2
r 71.2
a
SPMIflcatfons
Atlantic Supply FSI wdrting top rail design provides 2.8 sq.
Inches of ventilation per lineal {opt, Atlantic smpplles FSI
vent panels that add an additional 4.2 sq. Inches of
ventilation per lineal foot of panel In height. Therefore, an
average 28" high vented panel will provide an additional
9.8 sq. Inches of ventilation per panel need.
Typical 14' x 70' Nome = 165' lineal feet
set at 28' height
Top Rail Vent:
155 lineal feet x 2,50 sq, inches per foot = 412.5 sq. inches
124 face. 28" vent panel:
124 pcs. x 9.8 sq. inches per pc =
Total Ventilation sq. Inches
Total Ventilation sq. ft.
1, .'12 s . inches
1627.7 sq, inches
1527.7 sq, inches J 144
11.3 sq. tit. of ventilation
R
- iiel inferior se propor+donan dos con
juntos de agujems.stos se
encuentran dentin del canal, en la pats de soporte. Los claws
gruesos pars el piso se pueden clever a travel at cualquicra de los
agujews a una distatteis de 19 pulgadas entre si.
6. Instalaeidn eA pisos de cone veto. Use tut claw de MP para
m mposterla. Alf mismo se puede taladrar un agulero pain un
tomillo de 3116' tipo Molly cm ands plistica. (Los materiales de
clavos y los totnillos est in disponibles en It msyoria de In
ferreterfas}.
Para Instalar el producto atrededor do las esquiaaa, comulte el peso E.
STEP C:
PANEL INSTALLAWN
I. Beginning 24" away from the lowest corner of the home, measure
from the ground up to 1-W above the bottom edge of the back
rail. Uthe temperature is below40T with fiiooen gmtmd, measure
to 3" above the bark rail edge.)
Z Measurernents on sloping &found should be taken every 16" (width
of paned). .,
3. Cut the bottom of eadr panel to angle with the p=d. Each act
panel section should align 90' to the bottom edge of the home. Use
aviation snips or a pcnver saw (with a fine toothed saw blade turned
backwards) for Cuft
4. Punch lock tabs every r alorig the top and bottom edge of cut
panel sections (or outside portion of each panel face for 13'
VariBest). A. Malco (SL-8) Snap Lock Punch tool is
recommended. Consult your ddirdng supplier for obtaining this
twL Tabs am to be positioned outward to catch on the hooked
edge of the rails.
5. Interlock panels and insert into the bottom rail. Begin with the
fast panel inserted into the bottom, rail. Locktabs should snap past
the !rooked edge of the bottom rail. Insert next panel section into
the interlock hooks along the vertical edge of the panels. Seat each
panel severely into the bottom ml Repeat interlocking paQA
forming about a 12-1eot section. Resume panel cut and interlock
method.
To install around comer, refer to Step E-
rC3
PASO C:
wTALAWN DE LOS PANELES
1. Comenzando a 2e do la esquins inferior mis b* do la ces%mida
- desde to superficie del* hasty I IM arriba del borde:iafedor del
del de apoya (Si la temperatura arnbiente durattte la h stalcidn es
inferior a los 40T y elpiso ad tongdado, raids haste 3" arriba del
bade del rW de apoyo).
2. Las madiciooea en pisos core &-strive! deben haeetse a each le
(mho del panel).
3. Corte la paroe inferiorde Cade pastel ea 5ngulo sego el desr&d del
piss Cada secddn de panel cortado debe carat a escuadrs NO con
el horde inferior de 1a case. Use tr1 %; de hojabntsro o ens sierra
eldcuiica (ton una hoja de eorte de diente ftrto eohrcada d reds)
pare cotter los paaeles.
4. Perfore In lengftw de cierre cad& e a to largo del borde superior
e inferior delay v=iwm de panda eortado& Ser+ecomienda el use
de utta punzomdom de maw IlMco (SL-8) Snap Lock Punch.
Comulte con sa pratreedor de =cfis robr+e c6mo obrertec eats
herrarni enm. Las lettg;etas deben cok se hacia afuem a fin de
poder engauchar el borde du ganebo de los rieles.
J. Engaache los panics c introduzcalos ea el riel inferior.
Comienee con el primer panel intmducido an el fid
inferior. Las leng;etas de Cie= deben engancham hasta
mis 21U del borde con gancho del rief de apoyo. rntroduzca
6 siguiente mddn de panel en los gancbos de
enehvamiento 110 hrgo del borde vertical de los panda.
Asiente cads, panel f=emente cn el riel iofedor. ltepita eI
enclavatniento de !os paaeles hasta format una seccidn 4
apraximadamente 12 pies. Reanude cl Corte do los panties y
el m&,& de encUmmiemo_
Pats instalar el pmducto an !as esquigas, consulte el p. E
S�"EP D:
INTERLOCK FROM RAIL
WITH BACK RAIL
1. Srw snapping one end of the heat top rail into, the back
top rail, meting the interlock. Push the front top rail
upward, its entire length until the front top rail is
completely interlocked with the back mil.
2. bhp V each top rail section.
TO inatalt around corner, refer to Step E.
PASO D:
ENCLAVAMIEMO DEL ttIEL
FRONTAL CON EL WEL DE APOYO
1. Comience enganchando un od=mo dot riel 6roatal superior
en t1 ACI superior de apGA pars format el mecarrismo de
enclavamienta Empge el tiel superior de appyo hwia
"ba en tods, su Iongitud hw a qua el riel frontal superior
este completa mente enganchado on el riel de apoya
2. Traslapo 1' cada secd6n, del del superior -
Pan instaW el producto eq las esquhm, consult, el paso E.
1 f
P E:
CORNER INSTALLATION
I. Top back rail — Make a 1" vertical slit from the top, Top
interlock hook should be completely cut through_ Notch
45' on bottom curved kg.
2 Bottom rail — Notch the back portion with snips, as
illustrated Bend around a corner and attach to the ground.
3. Panels — Cut panel to proper height. Detmine point of
corner bend; bend over it table edge, forming a uniform
a4e,
4 Top firoar rail — Notch at both the top and bottom hooks of
the front rail, as Mustrawl, Bend around the corner and .Ft
into the interlock with the top back rail_ Refer to Step D.
FOUR PRE-NO11CHED TOP FRONT
RAILS ARE INCLUDED IN TRIM PAK
PASO
INS ALA N DEL PRODUCTO
EN LASS ESQUINAS
I. Rill superior de apoyo — Hags, un corte vertical de 1" desde
la parse superior. El gaucho superior de enclavamiento debe
cortarse completameote. Hags una muesca a 45' on Ia pats
wrvada inferior.
2. Ries inferior — Corn h porddn posterior con djesas de
hojalatw- seen se muestra an Is, ilustracidrt. DGbldo
akededor de una esquica y divelo al piao.
I Paredes — Corte el panel a I% altum aprop". Determine el
pinto de doblex doble el panel sobrc el borde de una mesa,
pans formar us ingulo recta
4. Riel froutel superior — Corte loa ganchas superior a inferior
del Ad frontal, se& $e ilustra en k liguta. Doble la pieza
alrededot de Is, MWaa y enginchela en e! endwamiento
ma el rid superior de apoyo.
Construe el peso D.
EN EL CONJUNTO TRIM PAK SS
INCLUYEN CUATRO RIFLES
SUPERIORES FRONTALES YA
CORTADOS.
i
A VID -p� : JCrf S
APpR.. F vg TIC��5
^� MAC �,CR�
���i�� � , coniinu�,:•
g�N� pRm B,oIX 603g7
p0.
hville, Tennessee 31216-438
tD,1CATY�N 3,150
NIA
K�1epriddint e,'
pride `
t90q
02
59043 TD
59009
59011
1p62
VP12t.LS
3
a� flat -
i/` x 0 03 ASTMD395' -
StraPP�gj strapP�g' rltA 3,150
I' • Batt I8'• XT' % SIT s4ud thread'
►vantzed Split WfhexhOd stag
shaft saw cut NIA 3,150
fated
gcal 11116" x zu►c p
Crimp g ,,may 3 �, X 4.875 x 10 Ba,W �1
wivel Stop 2- ;, x .035 galvan>
Connector strap _ 3+150
used
Nit,25++x7300"xtoPUPus 5 ..It and
4,125
4,725
4,725
4,725
4,725
ConUector for wt� Sg002 and Sae
Be� ; 1bem nut 141A 3,150 4' 5
1/�Ix61/Rsyy,usedasagak
l with 59002 4,?25
Longitudinal B NIA 3,150
Connector c c1amP
6" x 6 3��+, x i g�gC $am d nuts NIA
Longitudinal Bin with $ — fade 5 bolts NIA
Clamp NIA
Door & window sup
pod
P�Xt16 NIA NfA
Adj NIA
Su!ppott Mia 16 Anchor
Concrem NIA
Tcsion'El�w�'ag NIA
Bolt NIA
vatlo L Anchor Bolt
Concrete Anchor
4
sed 10110