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steps Home Specials Appliances Bath Doors&V4lI Electrical Heating&Cooling Home Improvement&Repairs Kitchen Plumbing Set-Up&Transport Fiberglass Code Steps s Constructed from pressure-treated lumber C Non--gids and resin exterior coating Non-skid kid surface on all treads and landing ( L •J Rounded edges.and comers + .,, xk White,with black"pebble"finish " x.a +"'= Steps and rails must be purchased se aratel I 38"wide platform on all code steps ge �cyy€gh �gy,;Irpp..,. � �yfaa�1 Part No. Dimensions Side Rail 1'4.5 �. •�,- 12-4398C......38^W a 14^H.................12-4399C 12-4412C......38"W a 21"H.................12-4411 12-4412C8.....38"W a 24"H-8" risers.......12-44118 Ms' 12-4413C......38"W a 28"H.................12-44114 " ro 12-441308.....38"W a 32"H-8" risers.......12-441148 12-4415C......38-W a 35"H.................12-4416C 12-441508.....38"W a 40^H-8^ risers.......12-44168 12-4417C......38"W s 42-H.................12-4417R •'-,'�+`^•�`-�i't'_ ., 12-44180......38"W a 48^8.................12-4418R Aluminum Code Back Rail 12-4414.......38^W Economy Steps and Rails Same construction as our code steps � j Reduced platform sizes to fit your needs Extruded aluminum rails `x a , t Steps and rails must be purchased separately Part No. Dimensions Side Rail 12-4398E......32"W a 16^H, 14" Platform.....12-4399E , 12-4398.......34"W a 16"8, 24" Platform.....12-4399 12-4¢OOE.......38^W a 24^H, 14^ Platform.....12-4406E 12-4402....:....38"W a 24"H, 24" Platform.....12-4406 ' 12-4402E......38-W a 32"H, 14" Platform.....12-4407E 12-4403.......38-W a 32"H, 24" Platform.....12-44064 Special Order Steps j Our fiberglass steps can be ordered to fit any application ( Contact the sales staff for more information Our Company Downloads Terms and Conditions Contact Us Atlantic Service Customer=Feedbaek Prime Supply Home Projects Site Map Last updated on Thursday,September 04,2008 12:37:04 PM http://atlanticprimesupply.com/id79.html- File 9/6/2008 32-1.0-'*09 09-158 Fes- T- 9 1'FAMIs1Qi r-06% '3. �: �.•:. ' l •1rslipn I List otCpfi w=fq �2)4841�4'Afl"Msstm ' no Buh;ass ly ittdaft y 0)3 C'" 1 l »lagsca tr +Gc►n�rs�e��neta��tion � '• Lid Ofi*D06"mp"*ffWtO.W Groin-1nsts" 'n.Oi ideEi e 2a 2s$i p 1) Ok. p in dated ' sad ami tie .14' 4eac6 'r pier ► " � Zeai�t i � •:mss'' .e�l�!' ': �;•;:. ��m€ ,��Isn•thattl� ' winin in di poWoa AS + tcr+ lriotrltidtaNia - 8 ply I) Ail IA-holo"ate lar c �t . `'gip at the afthe 1"W*me d�lred•p�sition iltraug�Ick vt►ot�tt� ..' , time rrbsr: 4) 'F scaia3w tmto iovw- 2) htstsl4 L44ck�a aft x 20 x 2 3!" tltqu��afl� sed v�sher. 3) Mark lowdon Othole In L-Widket on the 4) Move the step yfi+otit tFtei hoose.WH i .kolas is coflucras at the dWnva loca ims. Tap•in�✓"�aaxclurrs. : ' 5) elm Mp ao teat the tops ci *e wamft at�ors prrhhtde.ttaaingh the Ietg. � i 3ecttt+e 'th€s ttl wasl#ers. � r i WARfiIM:Fan to r the stag Pmpeo cam result itt Wary.Pleco atop the houm Mahe am the au vftbtft mp �- rests is level. ; ` Bide Yum 3'ir�ner�#. ' ton#,Olio+160 y I APPROVED PRODUCTS FORTHE INSTALLA17ION OF MANUFACTURED HOWS MOBILE HOME SAFETY PRODU'C rS sdmad... Dba Oliver Technologies,Ion. I P.U.Box 58/467 Hohenwald,Tennessee 38462 MAXORN PZR LOADS IN FOUNDS BASED ON SOIL s ped Area 19000 lb. 115001b. 20001 295001b. 3,000 lb. Remarb I t9° 1D Y'A�itfD4� (sq.ft. son $01l son son BUZ. 16"x 16" 1.77 1,770 2,650 3,450 4,420 5,310 59310 16'!x 16" 1.78 1,784 2,660 3,560 4,430 5,340 5,320 1694 x 18" 2.0 2,000 3,000 4,000 5,000 6,000 6,000 I 1644 x 18 %599(rounded) 2.0 2,400 3,000 4,440 5,000 6,000 6,000 IS IN'x 18 K"x 15/1619 2.350 2,364 3,550 4,730 5,910 7,090 71tl9tl t8'A"x 18 IK"x W, 2.375 2,375 3,563 4,750 5,598 5,598 5,604 13 b ' ' !° 2A 2.375 3,563 4,750 5,938 6,400 6,400 . 7 7"X22 2.5 2,500 3,750 51000 6,230 7400 7,500 20 2.75 2,750 4,125 5,540 6,875 8,250 8,250 17 W x 22'1x99(rounded) 3.0 3,404 4,540 6,000 7,500 9,000 9,000 �u 17'1x49 x 25 'la 3.0 3,000 4,540 61000 715+00 91004 95.000 2"x 2499 4.0 4,000 6,000 8,000 8,000 81000 8,000 21.1394 x 2.13"(rounded) 4.4 4,404 6,444 8,400 81000 slow slow 23 ,/4"x 31 W 4.699 4,698 7,047 8 004 .1- 81900 1500 L 8 404 Description CONRG�SRATIUNS Pad Description Pad Area 18000 1b. 290001b. 39 1b. Footer c4nf Eraft !s9-9- son son soil (2) 13 W x 26'/a'/Vas a base and(1)20"x 20"on top 4.8 4,800 9,600 N/A Three,(3) 17"x 2294 5.0 $,000 1%000 NIA Three 3} 17%z59 x 25 Y? 6.0 6,0001.2L NIA CAPBOARDS 0T1CB 1 Plastic Cap Board 100 x 89'x 1614 UTIC32 Plastic`:Ca Board 2"x 8 x.169° The cap boards were test on CMV pier(090)with either a single or double stacked cap bids. 'e. e " i t 7P.R R...'f��dy9 .�.fiti Pll.tl.O"'.',D1V C.{b S . TEE ���yyJj�' p7�`gQ-[q�'. !'q{R��" i97�'{► jg�A1f �...'� .56NS J�i A�+LA T I ' �t VA MANUFACTURED V''MES MOBILE H®MM SAF TT PRODUCTS b S Dba--liver'technologies,Inc. P.O.Box 38/467 Hohenwald,Tennessee 39462 MODEL f I13ENTIFIICA,TIC-N D SCUP TI ON �0 4 >+�..OT486 q Caalvariized Angel chmr $18"x 49"rod,double bolt head C:7 a single 6"dise OT486B Galvanized Auger Anchor sw,x 4g"rods double bolt head with a single 644 disc OT607B Galvanized Auger Anchor 'le"x 604'rod,double Noir head with a single 7.5"disc OrI I00CA. Galvanized J-Hook Concrete 7"x.6W'pod.double bolt head Anchor with a J-hook O"l"MSP 1 Galvanized Metal 3tabiliur Plate 18'0 wade x 13 Ya'"dV gear Galvanized Metal StabiRm Plate 19'1'wide x 13 `!a"dopt h x 7 Via"s —12 ga. 1055-19 Plastic Stabilizer Plate .742"( ekness at top)x 9.95" (width)x 2V(lei*) 2410 PlaOc Wedge(CTI)(ABS) 3.5"x 6.04'x 4.946" 1055-11 adjustable Outrigger Brwket pipe and sow 4ustment x'2001 Swivel Frame Clamp 3/16"x 2"galvanized uppa a laver jaws for clamping dm 1-bo m OTSF'T Swivel Frame Ckmp -36 4lalesnized 012002 Sidewall Strap Connector G40 galvanized 7 gauge to book sidewall bmkft OTQC Sidewall Quick Strap Connector A-36/Galvannize d.l 793"thick sq. hale in AIX head 9 File ,® � t per+ g y�'�q� 7�6q�g�p �q t , P,b�.�.+�p�Ya AisJ� Amp g81`�'DDU TS FCR THE INSTALLATI".-IN C7 MANUFACTURED HCMES H®M!{"RM99 94C.9 conn Ftvtl+d... P.O.Box 160387 Nashville,Tennessee 3721"387 MC�DEL# IDENTIFICATEN DESCRIPTICN Soil Working Ultimate Clams Load Load r�n►e R de,- strapping e x 0.0375"galvanic N/A 3,150 4x725 lo strapping,ASTM D3953-91,,- 'Ile HP A I alvanized flit dolt is x 3"x 518t'sq NIA 3,150 4,725 wlhex head standard thread, shat saw cast Home Pr1do gimping Seal _ 37/16"x 21/4"Zinc plated N/A 3,130 4,725 59002wivel Strop 2.600"x 4.87599 x 10 gage vdth', • N/A 3,150 4,725 (,fConnewa-tor .�' I Vs"x.035"galvanized steel strap 59003 9M Beam Connector for 2.5"x 7.304"x 14 gauge used N/A 3,150 4,725 39f I-beam with 59002 and grade 5 holt and nut 59009 Longitudinal Beam 1 °rs"x 6%"x 749'used as a pair NIA 3,150 49725 Conne6tar with 59002 59011 LongitudM Beam V x 6 YV'x 7 gauge frame clamp N/A 39150 4,725 Clamp with 8 a-grade 5 bolts and nuts HP62 Adjustable Perimeter Door&Window Support N/A N/A N/A Support Min 16 X 16 HP12LS Tension Head W/Lag Concrete Anchor N/A N/A MA Bolt HP13 Patio L Anchor bolt Concrete Anchor N/A NIA NIA 10/10 4 AYle �„b�T —aVAMP SWAM M OUNM EACH Sites OR=MAL Wig Aida aow requkes t1wt ail �hsvr estaagaBvtanLsdwv*p rOtt+l : .Alts rffnWtbe=fi =d ft'G115"emliar,wdu :e .�Sev i win iacmQUAD ice'011.12' TMASW NSMI=Y SM W rdanged an tt WV to k4caft eonfta�10 Ale M Cod-,aa the G115 w388 buiacAnthe exft ewfixg t ftra p Marking TIE N EWEI f PER-nFIED ANSI AMA ASTU 03953-01 �i QUAD THICK 0420 ' GALVANIZED PROTECTION Meets Fladda 15 C RequiremeWs 5trap AttaGhment Stmp nma tqfh=y connesting bmkeu aural ha-ve a rarm&P to Pima tim soap fFWn shmp v1ges.Fia1d aM d> d at*smma= aolonrra'.lovedfW-am MStraptoankh to ftam=a- � piper ej, MIM40 .-- acciors or ids. f R ; r .ikk view of:0 3 �$�� S�lBTlFA�TSS a tP 8E3 into=dWr , i M bob ftSIM in W$¢ til flusb ]] tervei�avt r � had aw us se em 1.0 *MoppbeftswafW2, with raduasa avak mn oma stra � Pan j9 59602 sty Ice p r 1''F!CEkM5p 'a9'Wgabuckkhmt 4IIi�icgthe tt - acce0&b1e.Tb l ena famry .4m while ti*efti-sa the 331ra -strip ih tb--to-ld, a dmble S.Usim ISM,WRWh or not,&a the of cricaaps�sslxp4ce'.asrequie�eU�r- ctc::ta. ilae b9t,vii d- tt bolt�i D the Mcc - Tap3 s i 12 iFicfa S 1160 Ght strap fivecngsir� Auer d w bolt is�t�ed t ;Ind use two mp seals aa�ty Mats minimum until tl� hw&a revass,Ceram=to spaced. strap is adequately tkgbzen ft taut unvi$e- � te�ieaed. _ c�lpSastc°'r�ji���'Copy :T777:]77:::== 2 Cdmp 51W 37 01 66-0an- Chom. NON8 081 a Lateral ��ib�l���g pem ���,..✓ �� Top-quality heavy gauge steel throughout system '.' '°° Versatile:provides combined lateral and i o longitudinal support or only lateral,car only longitudinal Flat pad desrgrt installs easily, eliminates digging ' 040 and driving foundation to m ,�, ': -. pad Into ground Sxc;eedsrequirements foraii wind zones.Eliminates o frame ties and stabilizers,saving fimlr and money. a!`?chOrSifrk. < ® Versatile,provides combined lateral and Longitudinal System Includes longitudinal support,or only lateral,or t _20"Galvanized Steel Pad only longitudinal 2-Beam Clips With Hardware ria ! IN Flat pad design Installs easily.eliminates 2-'1.5"Square Bracing rubes °o digging and driving foundation pad into ground 0121 355 39"0 Longitudinal System for All Zones lop quality,lluCIVY R„l.dL1lf.U a1LH9l pluglues OIX0000 nor-LVI luuutAuut Qyuduut rut rill• ai-ina stability 0120357 63""Longitudinal System for All Zones l M Utilizes adjustable tubing for structural MIntegrity less inventory Lata I9Lonlgitudinai System Includes-, ® F.asv to install and neatly packaged fvr 9 -20"Galvanized Steel Pad warehousing lona transpon 7 -bU'AdJuStablO La eral Tube wltn Hantwirare 2 o Seam Clips With Hardware 2 a•t.S"Square gracing Tubes W 0120377 391",Lateral/Longitudinal System for All Zones laterad Longitudinal Lateral/Longitudinal 0120376 440"Lateral/Longitudinel System forAll Zones 0120279 fv"'' Cyrafam inrAll 3nnac Ret+esrs to the length of the bracing tube °` Lateral System Includes: 1 -20"raalvanized Steel Pad 26 t -O0"Adjustable Lateral Tube with Hardware 0120370 Lateral System h° Notatodked Staff tocattens Replacement. Fibs for Pan Systems 0 � 0120368 le"Pita z Specilications Subject to Change without Notice oc�sa.�ac-� t out'AlddnSosaA I� LONGITUDINAL AND LATERAL BRACING SYSTEM lusm F"m i ) OUTSIDE HOME BEAM a-Y SELF awtuNc IX2CARRIAGE BOLT i MMLt3C BEAM CLIP saREwS-x—EA.SLaE iRlf $ i!z1 " SNSTAti AFTER HO1dE T Y" TUBE CARRME BOLTS IS SE7 AND ALL OTNERr� 9 50'FOR 99.5'MAX.VAN = BOLTS ARE Tl-IT— X'44" NBIT + X2 x2}2" LATERAL TUBE CUP 13i� � TUBE CARRIAGE BOLT E0"FOR 99.5^Max.SPAN T iYy" LONGITUDINAL O Malt 46'M) BRACE TUBE CAlIft"OE BOLT l/2'HEAVY DUTY MASHER 2— 39" FOR 18" TO 24" PIER W/ 112"xi-112'WRIAM BOLT L 2— 44:" FOR 25" TO 32" PIER j 2— 53" FOR 33" TO 40" PIER L&TER Lg,_RME DETAIL 1 2— 65" FOR 41" TO 48" PIER NOTES: 12"DRIVE PINS MAY BE USED IN CLASS 2&3 SOILS. Yx"x2—JZ" CARRIAGE BOLT 16"PINS MUST BE USED IN CLASS 4 SOILS. MAXIMUM PIER HEIGHT 48" S03 PIERPMAXM AUNT SIBDEWALL IiEIGHT 96" I-ONGITUDINAL BRACE DETAIL. MAMMUM 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. ' �I SPECIAL II5MLICTIt}RIS LATERAL BRAG D17-All, tSdSIO HOME 8 ` ALABAMA CL *H BEL H-MAXPIER IMES ONLY 32v 1 (ONGITiJO1NAL & tdTEfiAL BRACING SYSTEMBRACE�A FLEETWOOD-MAX PIER HEIGHT 32" OE-TAIL A5SEM@LY OR�A1NfiV,t� O DE HOME *80TH LONGITUDINAL AND LATERAL BRACES MUST BE USED ON ALL SYSTEMS *MULTIWIDE HOMES ONLY NOTE; T/2'BOLTS ARE GRADE 5 *4.3:12 MAXIMUM ROOF PITCH i BEAM OR *90"MAX SIDINVALL HEIGHTS CLIPasst T7ELvx ssEET. MINUTE MAN ANCHORS LON ITuBE PIER UP UP 10/10'Oi REV 16/02 STEEL PIER PAD �ry W/AMC DRIVE t Paz SO 3 DRIVE PIN r�„ s 8 4a,nchors,,,. fit6 Rst, � II VON,M MRER CAP ! SEE OETAI We. \ F A-MSTABtIWCAP 7112 II --.. WO9AAD=. FOR HEAD Tk7Aii 113' #OW.ROD ` jjJ''LCGLTCkYOF NADELt1O.tE..Su.42fj $`£f TSA'6.A:.tA•ON \. FORNtADDETAE EEf iri7G.atMitt jJjJ \�Jt III (3ta cA \ ❑ \ 1 1 �r f ❑ r I • ( /" Q� Tari``erwVA93 ' .� © { @"af.;4GA.P.EVdED :. � _ t21 Di$C;4f0.8E.VEiEDiT).rE N&Tit TJ8' 237c EDS.RM 5.98+842 OtA. 90k COWACTM 3F8;L.02 DLA, J.9814D2 Db4. p D:7: Ga.COWACT,tY>DSSIS3.4&/4.024'4. E � MC:4C-A.SEVELEDEDGFIt XeraEy, T. MODEL:4430-EZDH 3.9814.p2�a. I11 DEL:4636-EZDH 2- 3.us.auNO.d9aa.Tas 1.ALL 5IEELU�§VAA'CITORFaiY, o.U.&PATiT0.4,923.185 ala• MdfA92 4.Vr-IDMMCO%TOM7OAY4A5.I8C1ASSHT7035 . 518` I 5.AAra TOBEALOWGT'OST,WRMRMWANLC'OATUv6. CAiT�RMSY{IAS9AA3bd41i L 1 VA=M#TALCCUF=470AMA5.L8CL4SSER7053 S.FALVTT08EAL0WGL0RL%V YRESS?=CCWLNG '— .. o .V fle COPS, FYc m:SLyloc,'msS f QY/2� 4 'H:22 i?t463 V.40d•/®OB � 1 Gaug,aThi i s e Man on"I stib WAASOSKIRTIAV i Ventilation; t i !Sulam Center Vent 8.4 sq. in,/fl. 3f panel Solid!Rana .040`': Available Coici s 91 Cent6rVen Panel .040"` ' White I 1 ,P �•� i Grey i Top Front im .059 1 Tan t ®� Top Back T ire '.059 Clay !; Bottom`Trim .047 Sand i 1 Ventilation: Cenll 1f ai Vent 4.9 sq. inift. of panel rJU� I Vinyl Skirting Available Color Solid Panel 35" I White _ rented Panel 35" i Grey I p Front Trim .LD50" 1 Tan ,. Clay o op Back Trim 48" i Sand ' o 9oftom Trim . 40 ; Trim kit Con parision: Premium Plus Eagle Front Rall .059" I .050° r f ►COTE:Top Back ;m er t Back Rail .OS9" ': .045' Premium Plus and Eagle 13ottoChanel ,04p" Trim Kits ar a the Same Top Front Trim (Width 4.725" I 4.30" dimsnsions Upper deg 590 1 r .550 ` � . I The re,kson man t instaiiers use Premium Plus Trim Kits with Eagle Panel is because it iso HEAVIER; and,in areas where blow-ort is a-problem, Premium PluI�offers more rigid protection aba�insf biow-put, i 80.0-94,5`444-0 —Jrz�cmllt��Irl A yrs e copy 90/60 39Vd .lOd3a 3WOH 31ISOW 08LUSPE98 9V:10 b106/6Z/L0 � r , 7 EP Be MOM 1301701% RML 1. Ground preparatiars.Prepare the,ground so that it is smooth,free of loose clumps, clods or protruding obst2rJes. Guard against uneven settling of newly excavated ground by mounting the bottom tail on treated(2"x2")lumber. 2. Mark the ground location directly below the outside„bottom edge of the home.Use a level or plumb bob to determine this location at each corner. 3. Snap a chal(c line or stretch a nylon string between each corner to guide the bottom rail. 4. Position the bottom rail with the back leg toward the inside of the chalk Doe perimeter. 5. Drive ground spikes every 19 inches.Wo setsofholes are provided in the bottom rail,They are located inside the channel,and on the EPA: back leg.Ground spiites maybe driven in either hole at intervals of ATTACH BACK RAIL 19 incites. b. lnstsllation on concrete.Use a 3.14"masonry nail.You may also 1. Determine a place for mounting.PIace bottom edge of back rail &I a hole for a 3/16";Holly screw and plastic sleeve.(Nail and just below bottom edge of the home.TMs location must offer solid screw materials are available at roost hardware stores.) support for attaching and wind load pressure for pastels and rails. To install around corner,refer to Step E. 2. Keep the back rail atratght and level Snap a chalk litre around the home to guide the top edge of the back YA 3. Correct screwing or nailing method for back rail:Start on the back , side of the home.Position screws oz nails in the center of the slot. Screwtnail to allow for a clearance of 111.6" from the back rail surface.Now.avoid tightly screwing or nailing back rail.A 1/1.6" clearance allows for normal expansion and contraction with �• temperature change.Place a screw or nail in every other slot. 4. Provide a 112" gap between each back rail section for normal thermal expansion. To install,around corner,refer to Step E. MPAS A:. INSTUE,EL KIEL DE APlOYO 1. Determine un lugar para el montaje.Coloque el borde inferior del riel de alioyo junto abajo del boxde inferior de la Cosa. Esta 13 ubicaci6n debe ofrecer un apoyo firme que perralta clavar los rieks y soportar U presi6n por cargas de viento en las paneles. 2. Mantenga derecho el rid de soporte y a nivelMamie una linea : con el eordel entizado dmdedor de la rasa.era at el borde DACO superior del riel de apoyo. MONTME DELRIEL INFERIOR 3. Mdtodo correcto para clavar d rid de apoyo:Comience on la parte l Preparaci6n del pilo de Cierra.Prepare el pito de mancra que este postexlor de la Casa.Coloque los clavas en el centro de Is=umupiforme,sin rocas suelras,terrones ni obstarulos que sobxesalgan para clavos.Introdatca los clavas y deje una holgura de 111.6 desde del piso Pxoteja la instalacidn contra el asentamlento no uniforme la superftde del riel de apoyo,Nota:Noclave muy ajustadamente enpisos recien cxeavados,montando el rtd snkior en unaplen de el zte!de apoyo.Una holgura de 1116t con la cabeza del clavo madera tratada(2"x 2'). pgrmitiri. el espacio suficiente para absorber la expansion y 2. Marque la ubicad6a en el piso directamentc abajo del borde aontracdOn normales resultantes de los cambios de temperature. inferior externo de la Casa. Use un nivel o una plosmada para Cologne los elavos en ranums,alterttas. detexmitiar esta ubicad6n on Cada esquina. 4. Deje un espacio de la'entre sada secci6rt de riel de apoyo para 3. Marque una Iinca cots el cordel entizado o Coloque una tUefda de toner on cucnta la expansion tdrmica normal. nil6n entre calla'es ase r el xiel de Para instolat of producto alrededor de las esquutas,consults 8Paso V-- 4. � 4. ColoqucClrleldeapoyocon lapataderespaldohaciaelinterior del pedmetro tnarcado por la Etna de fiffle 5. Introduzca los clavos gruesos on d piso a ca 1 En el 090-9 60110/1000d L81-1 60LS-698-008-1 atut.1d/:3rjuP-=jV-WHj ZE:60 ST,-L0-10 riel inferior se proporeionen dos conjuntos de agujeros•&too se enmentran dextro del canal,en la pat&de soporte. Los clavus gruesos para el pilo se pueden clav&r a tmves de cuslquicra de los agujeros a una distancia do 19 pulgadas entre si. 6. Instalacibn m pisos de concreto. Use un clavo de 314" para mamposteda. ,Aei mismo se puede taladrar un agujero para un tornillo de 31le Lipo.Molly co#encla plastica.(Los matcrides de davos y los tomMos estan disponibles en la mayoria de las Cerrctedas). Para lnstalar el producto ahiededor do las esgWmas,consulte el pa66 E. E3 STEP C: PANAL INSTALLATION 1, Beginning 24"away from the lowest.corner of the home,measure fiom the ground up to 1-112"above the bottom edge of the back rail.{If the temper&turc is beknv 407,,with frozen ground,measure •., to 3"above the back rad edge.) 2. 9Mcasusements on sloping ground should be taken every 16"(width of panel). 3. Cut the bottom of each panel to angle with the ground.Each cut panel section should align 90°to the bottom edge of the home.Use aviation snips or a power saw(with a fine toothed saw blade turned EC4 backwards)for cutting. 4. punch lock tabs every 4"along the top and bottom edge of cut panel sections (or outside portion of each panel face for 13" VarlDest). A Malco (SL-8) Snap Lock Punch tool is recommended. Consult your skirting supplier for obtaining this tool.Tabs are to be positioned oumw A to catch on the hooked edge of the rails. 5. Interlock panels and insert into the bottom rad.Been with the first panel inserted into the bottom,tail.Lock tabs should snap past the hooked edge of the bottom rail.Insert next panel section into the interlock hooks along the vertical edge of the panels.Seat each CS panel scarcely into the bottom rail. Repeat interlocking panels, forming about a 12-foot section.Resume panel cut and interlock method. To install around comer,refer to Step E. PASO Ci iNSTALAWN DE LOS PANEWS 1. ComemAndo a 24"de la esquina inferior oras baja de Is Casa,mida desde la superficie del pilo hasta 1112"Arriba del horde ideetor del rid de apoyo.(Si la temperatura ambience durance la iwWad6n es inferior,los 40T y el pilo esti congclado,mid,pasta 3"Arriba del borde del riel de apoyo). 2. Las mediciones en pisos con desaivel deben hacerse a cads 16" (ancho del panel). 3. Corte Is parte inferior de Cada panel en Angulo saga el desnivel del piss Cada seccidn de panel corWo debe escar a escuadr&(9(°)con el borde inferior de la can,Use tger,s de hojalatero o un&dem eldctcica(con una hoja de torte de diente fano eolocada al revel) Pam cortar los paneles. 4. More In lenguetas de Cierra cad&4"a to largo del bordc superior e inferior de las sectiones de pantiles cortados.Se recomienda el use i" de una punzonadom de maw Mico(SL-8)Snap Lock Punch. Consulte cora su proveedor de cenefas sobru cGmo obtener esta herramienra.Las leng,ems deben colocatse hada afitera a fin de podcr engambat el borde de ganebo de los Arles. File Cope 9MT1,T10T31reT1V—W0H4 ZS:60 9L—LO—TO j. Engaarhe los panclu c introdfix9los ea at det inferior. Comience con el primer panel inaoducido an el rid E: inferior.Las leng,etas de cisme debcn enganchm!taste mtis aU del horde con gaucho del riel de apoyo.Intmduzca CORNER INStAL.LATION la 4uiente saccidn de panel err Ios ganchos de 1. Top back rail—Make a V vertical slit from the top.Top enclavarnieato a to largo del horde vertical de los pantiles, interbock hook should be completely cut&Ngh.Notch Asiente cads panel firmemente an el riel inferior.Repita el V on bottom craved leg. cnclavamiento de los panelcs hasta format una section deZ, Bottom reit — Notch tt►x back portion with snips, as apm Anadamente 12 pies.Reanude cl corte de los paneles y illustrated.]Bend around a corner and attach to the ground. el merodo de enclavamaento. I Panels—Cut panel to proper height.Dow!n'"point of Para ittstalar el producto on las esquim,consulte el paso E. corner bend,bend over a table edge,forming a uniform angle. 4. Top fiont rail—Notch at both the top and bottom hooks of the frost rail,as illustrated,Mend around the corner and fit into the interlock with the top back rail.Refer to Step D. POUF PMNOTCHED TOP FRONT �-- RAILS ARE INCLUDED IN TRIM PAS Ii�IS°I' AV • AJ�t DEL PRODUCTO EN LAS ESQUINAE 1. ]2iel superior de apoyo—Maga un conte ve dcd de V desda �P Di la parte superior.E1 gartcho superior de enclavamiento debe INTERLOCK.FRONT RAIL cottarse complet=ftte,Iylaga uns muesca a V en la pati WITH BACK RAIL cumda inferior. 1. Stair snapping one end of the front top rail into the back I Riel inferior— Corte la portion posterior con them de top rail, creating the interlock. Push the front top rail. hgalatero segue se muestra an la gmtracidn. DOW& upward, its entire length until the front top rail is alrededor de una esgtaoa p clavelo as peso. completely law1ocked with the back rail. 3. pantiles—Corte el panel a Ia alone aprvpia&Determine el 2. Overlap 1"emh top rail sectlost. puabs de doblez,doble el panel sobrc et borde de una mesa, To instal around corner,refer to Step E, para former un&*ulo recto. 4. Riel frontal suptsiar—Corte los gauchos superior a ioferior del riel frontal,SeOA sa Ousts en la frguta:Dable 11 pieza PASODi alrededot de la esquina y eughwhala en 01 etsclavamiento ENCLAVAMIENTO DEL KIEL con el rid superior de apoyo. FRONTAD,CON EL RIEL DE APOYO Consulte,el peso D. 1, Comience enpxhando un wwrao del riel frontalsupesyor EN EL CONJUWO TRIM PAK$E en el&I superior de spoyo,Para formar el mean=o de encWwniento. Empuj el riot superior de apoyo Imcia INaUYEN CUATRO RIELES arriba an toda su lonotud pasta clue el del frarAd superior SUPERIORES FRONTALES VA este completasnente engswhado an el riel de spoyo. COKIADOL 2. Traslape r Cada'secci6tt del Ciel supedon Pats instalar el pmducto as las esquinas,consulte el peso E. � df File copy Ocn_J Mosta rs AWA.r 1 Qr—T. �011.fi-6�8-008—L tint zdf�r2u�i2�—WOti3 ES:60 ST —L0—.L0