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Stop
Constructedfrommssam-treated lumber
P
Fber-glass; and resin e#erlor waung
v
Nan-Sldd surface on all treads and landing
Hounded edges and comers
white with black 'pebble final
Steps and runs must be purchased Separately
38^ wide platform an all cotle steps
Paz[ No. Dimensions
Aide ]tail
12-4398C...... 38^ a 14^H.................
12-4399C
12-4412C...... 38-W a 21-H.................
12-4411
12-4412CO..... 30^N z 26^H-8^ riasro.......
12-44110
12-4413C...... 38^D a 28^B.................
12-44114
12-4413C8..... 38^N r 32^9-8^. risers.......
12-441148
12-441SC...... 38^n r 35^H.................
12-4416C
12-441SC11— ... 38-W s 40' -9^ risoro.....
..12-44168
12-4417C...... 3841 r 42-H......... ....
... .32-4417R
12-4418C...... 38M m 48^8.................
12-4411m.
Alm^11= Cods Beek Bail
12-4414....... 38^A ---
-
Economy Steps and Rags
'* '* I Same construction as our code steps
1 Reduced Platform sizes to at your needs
} Extruded aluminum rails
Steps and rags must be purchased separately. Part No. Dimanaioos Side Rail
§� 32-43989...... 32^ z 16^8, 14^ P1atfoan..... 12-4399E
X'p - 12-4398....... 34^R a 16^H, 24^ Platform..... 12-4399
` 12-4400...... 38^N r 24^H, 14^ Platform..... 12-44068
12-4402.......38^ : 24^H, 24^ Platform..... 12-440
__.. 12-4402E.... ..38^N a 32^R, 14Platform..... 12-4407
12-4403..... ..38RC r 32^H, 24^ Platfesm..... 12-4406464
Special Order Stew
Cur Contact the sales start forore pase steps cen be nformahoM fit n appli®Bon
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our Company Downloads
Terms and CondMinis Contact OR
Atlantic Nandee Customer Feadbaeh
Prime Supply tiRmpj?rpje=
Site Flap
http://atlanticpn*mesupply.com/id79.html
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VSTALLAT1�N `"F M
EHOME SAFETY PRODUCTS
1v1OBb pba.-liver Technolo91es+1Uo•
P.O. Box 581467
gohenwald, Tennessee 3992
nES
M.w---•,
Galvanized Auger Anch0'
OT486A '
AArhoc
Galvanized Au 8er
OT486B
Galvan¢ed Auger Anchor
OT6Q7B
Galvanized J-Hook Concrete
OT1100CA
Anchor
Galvanized Metal Stabilizer Plate
OTMSP-1
Galvanized Metal Stabilizer Plate
OTMSp1G
Plastic Stabilizer Plate
1055-19
Plastic Wedge (OTl) (ABS)
2410
Adjustable Outrigge'
1055-11
Swivel Frame Clamp
pT2001
Swivel Frame Clamp
OTSFT Connector
Sidewall Strap
pT2007
• e
4r rod, double bolt head `i
wtth a single 6 disc
ee
aa
48'+1od, double twit
with a single 6" disc
x 60" rod, double bolt head
Wilt a single 7.5" dtsc
T• x bqb• rod, double bolt head
with a3-h0
0
k
18" wide x 13'A" depth
IV, wide x 13 'N' dq* side
_12ga•
742' (W
(thicknesstop) 1995"
idth) Y.24� (length)
3.5" x 6.0" x 0.946++
Brack pipe and screw adjustment
" lvanized upper and
3116' x 2 Ore I-beam
lower jaws for clamping
Sidewall Quick Strap Connertor
A_36 Galvanized
G-4%0 gdvantz� 7 age Oonnector
to hook side`Hall brackets
A-361Gs1vanized •1793" thick arl
. - __ .ur head
_A ,Min
` ..DUCTS F CL T"E ACTED HrM s
DTI �� yF MA1*aF
continued.'•
WTRW 60391
g0 .P.O.
O
Tennese 31216-0381
Neville, se
de�S �PP�ng
gamePrl .�r•�'�
alvanized Spilt Bolt
r
e
Cwivel S'ConnecB� Gonucetor for
59003 TD 3" I-beam
5 anlz� flat
t/s 4-0 8: ASTMMD3953-9 i
f8" x3" x 518" Wave shouad'
wdiexhead stnndard
*Oa
1 Shaft saw cut
,,ngitudinal Beam
59009 Connector
• on,Vud'mal Beam
59011 clamp
Iv62
"Fl2ts
NIA
141A
fated
ell
.875" x 10 BauS steel
.035 �p n"zd
used
9002 and '
OOuWade 5gbolt
2 5•• x 1300and
w'th 5 nut
Ad7stable P�Xter
Suppott
Min 16
Tension Hcaa Wu%
Bolt
NIA
NIA
6'/'S x'/` • used as a P* I
with 59002
frame c1a
6" x 6 314 x 1 gau8e mP
with 8 - fade 5 bolts and nuts
Door gy Window Support
Concrete Anchor
4
NIA
3,150 4,725
3,150 4,725
3,150 4,125
3,150 4,72-5
3,150 41725
NIA
141A
NIA
N1A
3,150 4,125
3,150 4,125
141A 141A
N1A NIA
$evised 10110
r,
m '
o � anchors ft
L®ngRuffinal a Lateral SISMIZIng S9t N=
4�1
m
a
Exceedsrequirements Ibrall wind zones. Eliminates
frame ties and stabilizers, saving time and money.
■ 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
■ _ IuP quHnlg, ndavy yuuyu sutit Pluvlues
stability
■ utilizes adjustable tubing for structural
integrity with lass inventory
■ Easy to install and neatly packaged for
warehousing and transport
Lateral Longitudinal LaterallLongitudinal
a � NJ
_g
Top-quality heavy
geuge steel
throughout system
Versatile: provides -
combined lateral and
longitudinal support,
or only lateral, or only
longitudinal
Flat pad design installe
easily, eliminates digging
and driving foundation
pad Into ground
�4 *anchors;W-
Longitudinal System Includes:
1-20• Galvanized Steel Pad
2 - Beam Clips wiM Hardware
2 -1.6" Square Bracing Tubes
0120355 W, Longitudinal System for All Zones
0I0000 W- Lururtudilmd Owluur rut 1111 r8nnna
012035T- 63" Longitudinal -System for All Zones-
L aterailLongitudinal System Includes:
1 - 20" Galvanized Steel Pad
1 - bV Ad(ustadta LGIMM Tube wan Hanlware
2 - Beam Clips With Hardware
2- 1.6' Square Bracing Tubes
-0120377--3g"LaterallLongltudinai System for All Zones
0120378 44"- baterallLongitudinai System 6iWI Zones
2174179 71" I.nt?r i dfl ^„ON„Ainer cram fnr All 7r n c
Refers to the length of the bracing tube
Lateral System Includes:
1 - 2W Galvanized Steel Pad
1 - BC Adjustable Lateral Tube wM Hardware
0120370 Lateral System
��e a
ReplaoWent Pint; for Pan Systems
0128368 15" Pin
--------------- ybedllmtlon65ii6pcftiCfiengew9houtNWke---
LONGITUDINAL AND LATERAL BRACING SYSTEM
DU151DE HOME
147
1 J
2— 39• FOR Ir TO 24" PIER I I
2— 44' FOR 25" TO 32' PIER
2— 85' FOR 41' TO 49" PIER
NOTES:
h-az—h- CARRIAGE
S03 PIER PADS
I ONGITUDINAL BRACE DETAIL
t t 1 l!7
t �: f'.
I�NSIBE IIOYE
FRNIE BGL
x �
937 OWWMp
cp' tm ms- uuc svH
�I-Ytf• 0 DAE
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p MU 4T Dr.)
B•a-h•
ckW I 7 1/Y WAVY mm OASOR
1/ U/2"p-IR• fiitlal4T: 9otT
LATERAL BRu•E DETAIL
12- DRNE PINS MAY BE USED IN CLASS 2 & 3 SOUS.
16' PINS MUST BE USED IN CLASS 4 SOILS.
MAXIMUM PIER HEIGHT- 45'
MAmWm SIDEI9ALL HEIGHT 96'
MAXIMUM BEAM SPACING 91
WHEN USING LONGRUDINAL BRACES. 2ND PIER IN FROM THE END OF THE HOME
MAY BE USED TO MAKE ROOM FOR BRACE TUBES.
,NINE RAN ANOIOFLS
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AIABAM A- MAX puR HEIGHT 32'
•HrL IABE:. HOME ONLY
FLEEIWOOD. MAX PIER HEIGHT 37'
-SM LONGRUDWL AND LITERAL
BRACES MA15T BE USED ON ALL SYSTEMS
-MIILTMIB)E HONES ONLY
-4.3:12 M.Nm ALm ROOF ARCH
•9O• MAX SMEWALL HEIGHTS
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02 1e •99 09:58 FHOM-
Fib-ftl"o— t ' ArtchOing
Guidelines .
CorigCro4 inotallation
Gist �onfpodeats (Pwelfesedla�y}
Goeer®�erisf�llatitisrGii7delfn6i .
h) ArID'%". hote��ioti�t step � bracketat ,..
desired.posidon through I6w4 wooden
fi•8me mle ber.
2) Install L4wi ckete ►icing W° x 20 x 23/."
. flops, *wbt rr, Ana nuts.
3) MaFk lo&don ofhols inL-bracket on the
eoneseta.
4) Move the stepaway fiom the home. DO
hales in concrefs at fhb desired localions.
Tap in +lP eo: eWa Anchors. .
5) Replace slap so that fhe tops ofihe concrete
authors p:obmde:dnough thei.-brackets.
secure wlth the nuts andwegkm
6
BILE HOME DEPOT I i PAGE 01/01
T-4 9 P081/010 F-634
at'oilrt�d lnst�llaflva
L;atdlCtlmpoiierits
(2) 494154'AnchorAssemvw
Bacbassptbly includes:
I#)4Sh a Anchor
f1i3�ls�z 3r la I
G Ord Insts.liallon.0 idelir
U Setsfnpind .. andmsikthe
:plaen 'spwar& Remove
:.
21:- inf pudd so tbet the
WIR I ind6 posiEioaASR
endhe P100 where the
4) "F0.Awa )eta l fiame�arrrnbe+
fhp!>�itya otthe anch(r and vunsher.
1
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A►ARNIIdG: Failure bo e�horthd step proper
can result in w1w. Placd tt�b���ppppe at v awe t the
hm= Mnke sum the cat whP ft step
tests is level.
gtyk Cruet, Yee DrarrerA l out, OLio4wo
9
fpaoiftcations
Atlantic Supply FSI skirting top rail design provides 2.5 sq.
Inches of ventilation per lineal lbot. Atlantic supplies F81
vent panels that add an additional 4.2 eq. Inches of
ventilation per lineal toot of panel In height. Therefore, an
average 28" high vented panel will provide an additional
9.8 sq. inches of ventilation per panel used.
.SAMPLE: Typical 14' x 70' Hcme = 165' lineal feet
set at 28' height
Top Rail Vent:
165 lineal feet x 2,50 sq. Inches per foot = 412.5 sq. inches
124 pcs. 28" vent panel:
124 pcs. x 9.8 sq. inches per pc =
Total Ventilation Sq. Inches
Total Ventilation sq. ft.
1215.2 so. Inches
1627.7 sq, inches
1527.7 sq, inches / 144 =
1 1.3 sq. ft. of ventilation
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5. Eagaache its Pandcs o intmddzalos en el riel inferior.
Comienee con el primer panel inw durido en d rid
infector. Las leng,etas de cierte deben engencharse junta
mb 4 del borde con gancho del riel de apoyo. fatroduaca
te uguieato seccidn de Patel so los ganchos de
euehvamiento a 10 largo del horde vertical de Ins paaeks,
Asiente cads panel firmemenre co eJ rid iefedor, Replt� el
endavamiento de log paneles ham format una secado de
1PM&1adameote 12 pies. Reanude d corm dc6 panelesy
el m6odo de enclavarnjeem.
Pan Wtalar Cl producm so in euiuigas, consults d paso E
STEP D:
INTERLOCK FRONT RAIL
WITH BACK RAIL
1. Stan snapping one end of the front top rail into the back
top rail, creating the interlock. Push the front top ail
upward, its entire length until the front top rail is
completely interlocked with the back roil
2. Overlap 1a each top rail section.
To install around comer, refer to Step E.
PASO D:
ENCLAVAMIENTO DEL RIEL
FRONTAL CON EL RIEL DE APOYO
I. Comi nce engaadhando un e+aremo dd rkl lionalauperinr
In d rid superior de Von pan forma: d meanismo de
enclavandente, Empuje el del superior de apoyo jads
am'ba en toda so longitud hssa gue el rid frontd superior
est! compleameato eegatuhado on el rid de apoyo.
2. Traskpe 1• cada secr16n del rid superior
Pan insatlar el pmducto en in esqu M, consulre d pea E
STEP E:
CORNER INSTALLATION
1. Top bark nil — Make a 1" vertical she from the top, Top
interlock hook should be =Pk* cut through. Notch
4S" on bottom saved leg.
2. Bottom sail — Notch the back portion with snips, as
illus ratcd. Bead around a comer and attachground.
to the
3. Pan& — Cut panel to proper height. Deteomiae point of
comer beml bend over a table edge, foroahig a uniform
angle.
4. Top &oatral—Notch at both the tap and bottom hooks of
the $mrtrail, as rllustrated, Bend around the comer and jit
into the interlock: with the top back rail Refer to Step D.
FOUR PRE-NOWHED TOP FRONT
RAILS ARE INCLUDED IN TRIM PAID,
PAS:
INUALACION DE! PRODUCTO
EN LAS ESQUINAS
I. Rid superior de apoyo —Hags un tom vertical de 1. desde
laparte supedoe El gar cbo superior de eadvArnimto debe
cortwe completrmeate. Hags una muesea a 45' en is pate.
arrvada interior,
2. Rid inferior — Corn It pord6n posterior con djeas de
hojalatem seen se muestra ea to AuaQaeidn. Ddbldo
almWor de una aqufasy davelo al piso.
3. Panda —Corte el panda laalturaepropiada.Determine el
punw de doblex doble dpand sobmel bards de una mesa,
Para former on 48galo leas).
4. Rid fmotslruperior—ComIns gandhassuperior eiaferlar
del rid frontal, segM sa Hustra en la 6gura. Doble la pieza
alrededor de la mona y en&chda en el endavamiento
con d rid superior de apoyo_
Consake el peso D.
EN EL CONJUNTO TRIM PAK SE
INCLUYEN CUATRO RIFLES
SUPERIORES FRONTALES YA
CORTADO&