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6lberglass CoAe Steps
Coristructed from pressure -treated lumber J ��
Fiber -glass and resin exterior coating G•
Mon -skid surface on all treads and landing
M1 . 15170� x a
Rounded edges and comers
White with black "pebble" finish '
Steps and railsmust be purchased separately
3'
38' wide platform on all code steps
Part No. Dirsusiona Side Bail
12-4398C...... 3 ^W 8. z.14"H .................12-4399C
12-4412C...... 38"W a 21"H.................12-4411
'px ?
12-4412C8..... 38"W z 24^11-8^ risers.12=44118
t
12-4413C•:....38-9 z 28"H....;..,._ •.• ...12-44114.
.
snssec..:Scuu.i'..i:•.r.
12-4413C8..... 38"W z 32^11-8^ riears....... 12-44114.8
,. poi
12-4415C......38"W z 35"H.._.... .........12-4416C
<;
12-4415CS..... 38^W z 40^9-8" rlsers....... 12-44168
C
12-4417C... _._38-W a 42"H.................22-4417R
t
^'1;,.: .�•;'u '
12-4418C...... 38"W x 48^H................. 12-4418R
Alm=3uu= Coda Hack Rail
12-4414....... 38-W
Economy Steps a" Rags
Same construction as our code steps
i.;
Reduced platform sizes to fit your needs
Extruded aluminum rails
"
Steps and rails must be purchased separately
Part No. Dimensions
81de Rail
i
12-439SE...... 32"w z 16"H, 14" Platfo=.....
12-43Q9E
12-<396....... 34-W xz 16"H, 24"'Platfoa..... 12-4399
12-Q406B...... 39-W z 24^H, 14- Platform ..... 12-4406E
", l`5"} "t`
12-4402....... 38"w z 24"H, 24" Platform_._..12-4406
'c.: •;yet
12-4402E...... 38"W a 32"H, 14" Platfoxm..... 12-4407E
12-4403....... 39"W z 32"H, 24^ Platgo=..... 12-44064
Speclzil Qrder Swps
Our fiberglass steps can be ordered to fit.Any application
Contact the sales staff for more information
our Company
Terms and Conditions
Atlantis S indim
Prime Buxomly
http://atlantieprimesupply.com/id79.html 9/6/:
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ETY p&ODU
OYIE SAF eS, bus.
MOBILEba Oliver T�baalogl
P.O. Box 5g/467
gohenwald, Tennessee 38`462
is gennaTka
ON S yg'� b 3,0001b• 1Nxx•
�O g ; �pUl'dDs lb
Z 0 0lb. , oa �osl
M� 1,000 lb, 1,500 s
10
� 5 310 gad � soil sa0 5>
it. 4,420 5,320
tloa 2 650 3,450 4,430 5,340 67000
�n 1.77 1,170 21660 3,560 5 000 b,000 6,
„ 1,780 4,000 b,000
16" x 16 1.79 3,000 5,000 7,440
2,000 ^ 000 4,000 5 910 7,090 5 600
16 R 16 2.0 2,000 >> 4�130 55599
16" l ls, ed 2.0 3 550 5598 6,400
► (founded), 2,360 ' 4,150 b 400
lb" x 18 /a, 15f 16„ 2.360 2 37 5 3>563 4 750 5,g38 7�500 8,250
WINS x 18 /a x , 2.3 5 2.375 3,754 5,000 6250 875 8>Z50 g 000
1 la x 18 /z 2. 2,500 5,500 9,000 >
13 2.5 �4,123 7,500 9,
000
7,> x 22» 2.75 21750
000 4,So0 6, 0400 7,500 $9000 g'
20" x 3.0 3 000 �4,500 g 000 8'0� 8,0� '
11 lli x 22'/a (rounded) 3.0 31,0010 67000 g 000 , 8,000 8 040
► „ x 25 A" 4.0 6,Q0 >
17 /a» x 24" 4.0 4,000 7,047 8 000
24 13" (rflunded) 4,698
x 29, t " 4.698 lb.
21.13 4- ; x 31 /` ppfl 1b. 3,
P� CONO3O pad Axe Z,000 lb.
2, mil soil
. s . �, so�1
tion NIA
Pod Descr►p tion 4,800 9'b� NIA
mid Tooter Conti U 4.9 10,000
nd (t) 20" s 20" on top 5.0 5,000
OUP 12,0Q0 NiIA
X 26'A" Bs (3� 1?P X 22" 6.0
(2)13 14 171 ', ' 25'IZ'
Three 3) BOg DESCZU3'1
CAr
s1�ATIONIL IGs
UT1CB1
OT boards were test on
Plastic CaP'Board
Plast►c Ca?$08ra
pier (C903 with either a sSn81e or
P
TV x 1e,
staeked cap boa
Redsa
10110
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AI)yR...-VED Pik' .
-FyzR THE TAD UC'�MES
y,AT' �N :S MAC
FIST A� BTY PROD�CTs
AC
E HOME SAF
pdOBIL TechnoloeM'n '
Dba •liver 591461
p.0. Box
Hohenwald, Tennessee 38462
nF.S
MrDEL chor
-�'`•. Galvanized Auger An
486A
Galvanized Auger Arch
or
009613
Galvanized Auger Anchor
OT601B
Galvanized 3-Hook ConcLete
OT1100CA
Anchor
Galvanized Metal Stabilizer Plate
OTMSp-1
Metal Stabilizer Plate
Galvanized
OTMSpIG
plastic Stabilizer plate
1055-19
Plastic Wedge (OTI) (ABS)
2410
Adjustable Outrigger
1055-11
Swivel Cram a Clatnp
518" x rod, doable boc head
4�" le 6 & r
'ib a sing
wi
4T' Tom, double Molt head
Qvi>� a sic►g1e 6" diso
double bolt hem
s , x 60" rod, le 7 ., disc
with a sing
T, x .64e rod, double bolt head
with a j-hook
pT2001
Svivel Frame Clamp
OTSFT Connector
Side�vall Strap
OT2002
18" aide x 131/2' daO
1 "side
18" w� wide x 13 'W" x 7 �
1 V.
ess at top)
.742„ (thickn24„ (leng�)
(width)
3.5" x 6.T9 x 0.9461
'S a J t, Pipe and screw adluswant
. d
3116" x 2" galvatssz the
upper--beanans
1owe2 jaws for clampsu8
onnector
5idewall Quick Strap C
A-36 Galvanized
e ��ector
GAO galvanized 7 PUP
w hook sidewsu btackats
1113" thick sa'
A-361G9vanhCd
bole in cis head
T) �.R:,DIJCTS
MAC ACTUOD
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.00%P� 130%160391
Q P.•
�hville,'fennessee 372t6-03$
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ID wIFICK ICN
'""ter StrapP�g� -
gpme Ptidei
alvanized Split Bolt
KP �.
Seal �3
_.�� CrimPinB
Hie .. •
Wei SUSP --
g9002'� ' Connector
'Beam Co eotDr for
59003 3" t beeam
59009
59011
Hp62
1*12LS
3
N!A 3,150
flat
�/a x p 0315" 9W D3 9 :
straPP�S' ASS NIA 3,150
!$,x 3„ x SIV' s4uRead
w(hex head sm
shaft saw cut NIA 3,150
171I6" x 2_`�`' zinc 3,150
_ _ _1.. -• nth
" 4.a75"4 Soupsteel
0 x
str� �'Iqed
2.5„x7
300
P.
nt59002 ���d
NIA
ut
1 i/s x x/•�
''asaPak
6 NIA
�ngit J&nal Beam with 59Q02
o NlA
Connector 6„ X 6 3/a" x 7 Sauge $am
d3n81 Beam with S — Vade 5 bolts and clampnuts
1'0n� clamp N1A
Door & 'Window Sup
Adl bM wr
SuQPo
16
Tension'Elead vIL4
Bolt
patio L Anchor Bolt
ConcYett Anchor
Collg5
M
131A
3,150
NIA
4,725
4,725
4,725
4,725
4,725
3,150 4'5
31150 4,125
141A N1A
VA NIA
NIA N1A
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61/07/2015 09:44 86346767?0,
02 10-'99 09:58 FBM-
FitierglaSs ftp'Artchoring
GuiidelEn"
coricrminuallation
LiBf dfCOritportsgt8 (Furohased ioca�Y}
. � Zild�'a�ta�3i9s"ffi�.• .
' a.a&vasieaa
. •.2eatati4° . 4eae6fA0'I�lei •
ZAidl .. • r ._
irvf
�onrx�el'nsE�itatiotr�ii'dsii� �••
1) Drlll-1/". hole - dad brad r9t at . ••
des#red•positlon though lbarer wnpdetl
fame gib nber. '
2) InsWI L4wkeis uog W x 20 x a 31P
. Bolts, wMbftt; ana.nntL
3) Mark location of hole in L-bti&,et an the
waaete. -.
4) Move the step avey Ihm the house. Drill
holes in maereis at the desired loca ws.
Tap. in Sr canetft MAM.
5) lleplue step so that tits tops of the concrete
anchors p auude,awagh the L-brgckets.
Secure with the nnts and washers.
3ILE HOME DEPOT
PAGE 01/01
Ts4i9
P061/810 F-634
Groiin'd.1nstW1 on
I
•
IlstafCplrt�eri�
.
i -
(2) d4j MchaI AssemUe
Eub;assmbly fivI aes:.
IS It h Anchor
, 0) 3148 it t lag sraeW
I
1) 7n X l' W vmber
Gt�our�ad inst�ita�on: f�
id+�tl��
l) $at step in dim
and maik the
placed ea 126
gcoud. Remove .
`
•
: Af win
gwu�d sa-tLat ti;<e
in tffl pasltion as
and "uWk Im plac'c where the
IFiswp
at the he' : ' of the Imer frame
4) "F s �� M way sherd .
tiqu9b4 � , s
WARMG: Fafhue to ar
can result in Wury. Flaw I
home. Make sure the s&
ar the step pioperl9
step agmnst the
attwi>Eialttho step
Teo is level.
"M Cr"; be; Bravoes A out. Ohio 4MO
m R&4echop s,11M
a
Longitudinal a Lateral Stabllfting SyStnms
a
a
C
U
Exceeds requirements tior all wind zones. Eliminates
frame ties and stabilizers, saving time and money.
to 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
■.._ lop quality,-nddvy yduyt; sa..tif uwvwes
stability —--_--------�----
ar Utilizes adjustable tubing for structural
Integrtiy with less inventory
m Easy to install and neatly packaged for
warehousing and transpon
Top-qual'dy heavy
gauge steel
throughout system
Versatile: provides
combined lateral and
longitudinal support
or only lateral, or only
longitudinal
Flat pad design installs
easil% eliminates digging
and driving foundation
pad Into ground
Oc#"* �4*anchors®W.
Longitudinal System includes:
1- 2W Galvanized Steel Pad
2 - Beam Clips with Hardware
2 -1.5" Square Bracing Tubes
0120355 39"- Longitudinal System for Ali Zones
0lL0000 rt4 ' Wiiyltu�i�sur 0��4urw �u��
012035 ---- 6V- Longitudinal System for All Zones
Lateral/Longitudinal System Includes:
i - 20" Galvanized Steel Pad
1 - bV Adjuslab* LOW211 Tube with htarrlMOO
2 - Beam clips With Hardware
2 -1.W Square Bracing Tubes
-- - --•------- ---- �_-__�_ -- -__-.--0120377 30" LatemULongitudinal .Sx. tam for Aii Zones-- --
Laters Longitudinal LataraMon itudinat 0120378 44"' LatsrayLongitudinal System for All Zones
9 2120774 R" 60P.W —13' "4r.,4r eyalam fir All 7MAG
" Refers to the langth of the bracft tube
E
La3ter8t System includes:
1- 20" Galvanized Steel Pad
1 - 60" Adjuswble Lateral Tube with Hardware
c a�i
� 0120370 Lateral System
Nat sbOad atarr tocagons
ReplecerQnt Pins for Pan Systems
oa �- 0120368 IT Pin
�-$ Speaff[ 8dW5 3u6Jid ti Cf"ibnge without Notice----
LONGITUDINAL AND LATERAL BRACING SYSTEM
OUTSIDE HONE
t LBRACE DTUBE
2— 39" FOR 18' TO 24" PIER
2— 44' FOR 25" TO 32' PIER -
2— 5' FOR 41" TO 49" PIER
)j-x2 W CARRLACE BOLT
sm
x
BOLT
t }5iii SE1F Ofdt1JN1;
-MML BC BEAN CUP
s94;
-A- * Tub
W/ 4 x7- 1�"
SSE ALL AF R ah Z
sw Fm a9. um SP/H
CARRIAGE BOLTS
Boos ARE 1ux7
SW PIER PADS
LONGITUDINAL BRACE DETAIL
s TUBE
lAMM TUBE CUP-\ /A Or FOR 99 3 UAX. SPM
A1fA1( 4S RYP•)
CA tftm eeOLT
1/2- HEAVY DUTY RASTER
w/ 1/2-71-1/Y WMAGE BW
immm BRACE WJ-uL
NOTES:
12- DRIVE PINS MAY BE USED IN CLASS 2 & 3 SOILS.
16- PINS MUST BE USED IN CLASS 4 SOILS.
MAXIMUM PIER HMHT- 4W
MAXIMUM SIDEWALL HEIGHT 96'
MAXIMUM BEAM SPACING 99.5-
WHEN USING LONGITUDINAL BRACES,.2ND PIER IN FROM THE END OF THE HOME
MAY BE USED TO MAKE ROOM FOR BRACE TUBES.
LONGITUDINAL k LATERAL BRACING SME_M
DETAIL AS5EMBIY DRAIMNG
N01fi: 1/27 BOLTS ARE GRADE 5
60NUTE NAH ANCHORS
10/1001
PEV /6/02
T �•% i
~•�_`•.� Mr -
FOR "Di"
1 faumx d ❑
3'
IN:cmllr_TtcNdS 11
ALAS" - MAX PIER HEIGHT 32' I'I
p LABEI HOMES ONLY 1
RjEENvom _ MAC( PIER HEIGHT 37
*8mH LONGmDwi AND LATERAL
GRACES NM BE USED ON ALL SYSTEMS ,
•N ULTMME HOMES ONLY j
*4.3:12 MA) [NW ROOF PITCH
*90' MAX SIDEWALL HEIGHTS
4i
qeClItT44to
Oar
b.OK SAM= CAP
GFpry.1,OLLKi. i
r tQCADW or boots no. tfJ101I
FOR WD DETAIL ME WXf - -4;0?
❑ 1ff
0 I
9GA. seam �� T— RIB ��B76EI�Dc ` O GIB cowACRaG ow3.9&%&W VIA
•� B�.GE F" 5.014W(YA 9GA cowACIDaM3.96-0.DV-
'� Cf�9Gil.6f:VElED[flGFFBDI �a 1. �uslaa�nMac+Aar.aa+wr+aTOAWwsawlom MppR; 4430 - EZDH
iv5�2r,A tV EI: 4636 - EZDH a & UaFA1110.CVL1.les
�G LTf3D RgK 610MALleCL 9SER705J
1. wo" A A7pptlSBf. 3. US rq ND.49W4% _ _
fHV19t & NMp5EA10NGL03LT 1REZV"Cd1O1G'
�,3WATB1 A.70 inoa i rNBiVfilD�OIgAL�Wf Q�Cg. WAEit�R�liM'B
2.
• ya• :mN9J
11.
i-1rtL-y�,nt -a
Atlantic Supply FSI aidrting tap rail design provides 2.5 sq.
moles of ventilation per lineal fbot. Atlantic smpplies BSI
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 used.
Typical 14' x 70' Home = 165' lineal feet
set at 28' height
Top mail Vent:
165 lineal feet x 2.50 sq. inches per foot = 412.5 sq. inches
124 lcs. 28" went panel:
124 PCs. x 9,8 sq. inches per pc =
Total Ventilation sq. inches
Total Ventilation sq. ft.
1, 15.2 s nches
1827.7 sq, inohes
1527.7 sq, inches J 144
11.3 sq. ft. of ventilation
i
M inferior se propordonsn dos conjuntoe de agujeros. &os se
encuentran dentin del canal, en la para de soporte. Los claws
gruews para el p'rso se pueden ckvar a traves de cudquicra de Jos
agujeros a una distancia do 19 pu1$2das entce si.
6 lmdaddn eta pLun de conemto. Use ua clavo de 319 Para
mamposterla. Asi rnismo se puede taladvar un agtgero pan un
rornd[o de 311V tipo Molly con ankh plastica. (Los matcriales de
davos y los ton0as est in dispombles en la mzyoria de In
fttrete:ias}.
Para Instalar el producto almdedor de las esgaivas, consults el Paso E.
STEP C:
PANEL INSTALLATION
I. beginning 24"away from the lowest corner of the home, measure
from the ground up to 1-W above the bottom edge of the bade
rail. (If the temperature is below 40%wit h frozen grotmd, measure
to Y above the back rail edge.)
2. Measurements on sloping ground should be taken every 16" (width
of panel). y
3. Cut the bottom of euh panel to angle with the grotmd, Each ors
panel section should align 90' to the bottom edge of the home. Use
aviation snips or apavvet saw (with a fine toothed smv blade turned
backwards) for cutting
4. Punch loch tabs every C along the top and bottom edge of cut
panel sections (or outside pardon of each panel face for 13'
Varillest). A Malco (SL-8) Snap Lock Punch toot 6
recommended. Cowdt your skirting supplier fix obtaining this
tool. Tabs are to be positioned oumW to catch on the hoolmd
edge of the rails.
5. Interlock panels and insert into the bottom rail. Begin with the
first panel inserted into the bottom rail. Locktabs should strap past
the hooked edge of the bottom rail. Inert nen panel section into
the interlock books along the vertical edge of the panels. Seat each
panel securely into the bottom rail. Repeat interlocking panel
forming about a 12-foot section. Resume panel cut and interlock
method.
To instaa around comer, refer to Strap E.
G
�'
C4
CS
PAC
C:
wsrALACI$N DE LOS PANELES
1. Comerraando a 24" de ]a esqulna inferior mas baja de l&case, mida
desde la superficite delpiso hom 1 IM arriba del borde:infedor del
rid de apopa (Si la temperatura ambience durante la imtalacibn es
inferior a los 40T y elpiso seal congdado, nude baste 3" arriba del
borde del M de apoyo).
2. Las medicioun en pbos corn desnivel deben hacerse a cad& le
(nacho dd panel).
3. Come la parts inferior de cah panel en angulo sqn el deem ei del
piss Cads Samoa de panel eortndo debe "tar a escuadm (9(r) con
el borde inferior de to case. Use t>leri s de hojalnew o una sierra
dictrica (con una hop de sort: de diente find eolocada al revis)
pars corm los panelcs.
4. Per fore In leagUtas de creme cad& 4" a to largo del bm* superior
e inferiordeIrisseecioaes depanels: cottados. Semcomteada eluse
de naa pumonadom de mans WWfiko (SIr8) Snap Lack Punch.
Cowdw con sa proveedoc de =cfas soft: cGmo obtenec earn
hertami a nt a. Las lagetas deben tolocame hacia of = a fin de
poder aspachar ell borde de gancho de los rieles.
5• Engaache los pancics c introduzcdos en el ricl inferior
Comience con el primer panel inroducido en el fie!
inferior. Las leng,etas de deco dcben engancham hest,
m48 ails del borde con gancho del iel de apayo. rntroduma
la siguiente section de panel ea los ganchos de
eackwniento a to largo del borde vertical de los pancks.
Asiente cad& panel f=emente en el rW infedor. Repitg eI
cnclavamiento de log pantics hasta forma Una secci6n de
V119madamente I2pies. Maude el eortc delm panelcsy
Cl meoodo de enelavam Mtn.
Pats instalar el producto en In esquinz consulte el paso E
STEP D:
INTERLOCK FROM RAIL
WITH BACK RAIL
1. Srw swapping one end of rho finnt top rail into, the back
top rail, cleating the interlock. Push the front top rZ
upward, its entire length until the front top rail is
completely inxrlocked with the back rail.
2. Overlap 1" each top rail section.
To install around comer, refer to Step E,
Paso D:
ENCLAVAMIEM'O DEL RJEL
FRONTAL COIF EL RIEL DF APOYO
I. Comience enganchando Un eldnmo del riel frorAdsuperior
end riel superior de VTV, pare forma el mecanisrno de
enclavamfento. Ernpufe d ricf superior de spar halo
amIa en toda su longitud hasta que el del frontal superior
cute completamento enganchado an al riel de apayo.
2. Traslape 1° cada secd6n del del superior
pan instalar el producto eq ks esquinas, consulte el peso E.
P E:
CORNER INSTALLATION
I. Top back rail — Make a 1" verded slit from the tap. Top
interlock hook should be completely cut through_ Notch
45' on bottom curved leg.
2 Bottom rare — Notch the back portion with, snips, as
Blustlato3. Bend around a comer and attach to the ground.
I Panels — Cut peed to proper height. Determine point of
comer bend; bend over a table edge, forming a uniform
aneG
4. Top frontrail —Notch at both the top and bottom hooks of
the frront rail, as Zustrated. Bend around the corner and .fit
into the intedoclr with the top back raiL Refer to Step D.
POUR Pff-NOTCHED ?SOP FROG
RAILS ARE INCLUDED IN TRIM PAIL,
PASO
iWALA N DEL PRODUCTO
EN LAS ESQUINAS
I. U supulor de apogo — Hag, un torte vertical de 1" desde
la parte superior. El gaucho superior de enclavamicato debe
cortarse completamenrc Her Una muesca a 4.7 en Is pata
curvada inferior.
I Rid inferior — Corte la pord6n posteriox con djeras de
hojalatew segdn se muestm en la dttstraeinn. D6bldo
alrededor de una esquiaa y clavelro al piso.
I Amdes — Corte el panel a 1% altar, apropiada. Determine el
panto de dobl= doble d panel mbrc el borde de Una mesa,
pars former un QngUlo recto.
4. Rid frontal superior — Corn los ganchos superior a inferior
del Arl f orttal, segdn se Hustra en la figure. Doble la pieza
alrededor de la esquina y en&chela en el enciavamiento
con d rid superior de apoyo_
Conwhe et peso D.
EN EL CONJUNT0 TRIM PAK SE
INCLUYEN CUATRO RIELES
SUPERIORES FRONTALLS YA
CORTADOS.
At+fA_ S V.J*0(2 In- . . __