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HomeMy WebLinkAboutModificationsMODEL 261-RF12683A ,3- -665k15-6k- -2 -B-A,-7*r,-li ACTUAL 8 IZE: 16-2" x 68'-0" TOTAL AREA: 1,031 SO. FT. 68' Redman Homes 3" to PROPRIETARY AND CONFIOCNTIAI. hjT PROPRIETARY AIR) MWILIEUTIAL 4111 MIALS OF( f COPYRIC011 0 19711-2007 Ily climiploll. 261 -RH2683A TITLE: Blackline—QT027302 DRAWN BY: Vinny DATE. 03-034,11 siqr L-101 REV. B Xi -steel Pier System Effective; August, 2007 installation instructions moni A ONLY _ By Tie Down fngi»eering lnswlafidn instructions for longitudinal and lateral stabilization of manufactured homes set to specifications of the Stale of Florida. • Easy installation + 3 square foot pad and Xi -system replace standard support pier and base -pad . screw type Pier adjusters... no need to use installation jacks to adjust home to system. Steel Pier Systems PIAI's *59321 Xi,12" Pier 40314)(1, 25H' Pier 40317 Xi, 36" Pier 4tS93fi5 Xl, 5' lateral Strut M318 Xi, 6' Lateral Strut Block Pier Systems PM's - *59319 Xi, Lateral w/5' Strut *59320 -Xi, Lateral w/6' Strut REQUIREMENTS • installation can be made -in any type of soil, 4B or better • Florida requires 5' 4" anchor spacing for vertical ties iage • 4' round anchors are used with the Xi -system in 4A and 4B soils, except at shears at these locations.I g locations where loads•exceed-3150 pounds. Florida requires that-5 anchors- a us • Center line or shear wall anchors, that may be required by specific manufacturers,d �` ��ment �d according to soil torque conditions. Follow all manufacturers instructions for anchor type addition to Florida regulations. • -Maximum sidewall height is a 96" projection. Higher walls may be used, when the design loads are adjusted accordingly. • Maximum roof eave is 16" • Main- rail spacing must be 99.5" or less • Maximum pier height of the XI -system is 48" • instructions are not for use on "Exposure ns4200# per padomes llong"►tudinal load and 6000# ithin 1500 feet.of the per pad lateral load with _ . - • -ne installation instructions -are based one diagonal tie/stabilizer.. • Additional-verbcal anchor ties -that are unique to a home's design may amesu quoit post, ndOm plates. - manufai;Wrer. These Iodations include shear walls, marriage line ndg PP N PIN 15356 _. - - - Installation of Longitudinal System (Figure t) 1- Identify the number of systems to be used on the home using the chart provided. 2. Identify on the location where the longitudinal systems -will be installed. 3. Clear all organic matter and debris from the pad site. 4. Place pad centered under beam using the centering mark imprinted on the pad. 6. - . Press or drive pan into ground until level and flush with prepared surface. . 6. Slide )i-System pier feet into slots. in pad so that the Xi -system pier is centered under the I-beam. 7. Raise telescoping extension post to contact the bottom of -I-beam; secure with bolt provided; .tighten bolt nut. (Figure 1) 8. Turn hex nut on pier height adjuster until Xi -System pier is rigid between pad and I-beam. 9. Install Gator Beam clamps to I-beam on each slde-of the Xi -System pier. Do not tighten nuts at this time. (Fleure'2) 1u. Connect struts (open side down) to each side of the Xi -System -pier. using the U- bolt provided. Struts are -attached .to the upper hole In each -pier -leg-and to -the flanges on the beam clamps. (Figure 1) 11. Tighten all nuts -and bolts on the struts and beam clamps... Installation of Lateral System (Figure 3) 1. Assemble lateral strut by sliding -smaller {i-1/2"} tube into the larger (1-3/4")tube. Holes should be on the sides of the larger tube and the "flag" up on the.larger tube. 2. Attach the end of the smaller tube -to the inside•of the pan -using u-bolts and nuts provided. 3. "Attach the flag end of the larger tube to the opposite I-beam using the ".!" bolt over the top of the I-beam with -the nut &-washer.provided. (Figure 4) 4. - Install a minimum of four{1913141 self -tapping screws into the holes provided in the lateral strut so that the two tubes are connected together. (Figure 1) (Figure 9- :r: Height Longitudlna( = Adjuster 0-3" BStruts 1t :� b Pier Base a `mot o -Extension Pier Sase - Post Foundation Base Pad: Beam Clamp._ <::u ..� .Bracket' .:. - �`•'"=: J-Batt- � n; - ``� ,.�•-�". 4 - #i2 X 1 ^. �;rr Tek Screws` s.-'.!•s; 3 ,•.. (2 per side) (Figure 4) _ �= Try :.� . � ��-r• Frame Bracket Tube Lateral Struts 1-1/2" Tube At! Components Hot Galvanized Coated (Figure 3) Longitudinal and Lateral Stabilization for Florida Xi Lateral Xi Longitudinal on udinal.System Stabilizer Plate & Diagonal "Only" System -40flv-system —.X with Lateral Strut -Combo Frame Tie Homes .Up To 52 =FM-Mm M M 19 Single Double Section. Triple Section or "Tag" -Up to 16'Width Up to 32' Width Up to 48' Width 2 Combo Systems 4 Combo Systems 4 Combo Systems 2 Lateral only 2 Additional Longitudinal Xi Piers Homes Over 52', Up to 801 Fig NEER-0-14 mw= ID rD 14 1 <3 - w <1 30, hw_ Single Double Section Triple Section or "Tag" Up to 16' Width -Up to'32"Midth. Up to.48'Width 2-Combo Systems 4 ' Combo Systems/2 Lateral' Only 6 Combo- Systems/2- LAteral Only 4- Lateral -Only Note: 5/12 roof pitch home requires 2-additional systems. - AIM 6 lateral systems up to 52", 8 lateral .systems up. to 8W moor Longitudinal Stabilization for Florida When using longitudinal stabilization -only, sidewail perimeter anchors With diagonal ties and stabilizer plates every 6'-4" must be used on'the home. Vertical ties are also required on homes supplied with vertical tie connection points (per Florida regulations). Typical Placement - 1 I 1 -1 - I . 1 1 . - 1 I [ I 1 1 I r 1 1 1 l- 1 1 1 1 - 1 1 I i • 1 1 I - 1 1 -Single Section Double Section Triple Section -Up to 16' Nominal -Up to 32' Nominai or Double w/tag up to 48' Nominal When the Xi -System is used only as longitudinal stabilization, systems must be as evenly spaced as possible, no _ more than 16' from the end of the home. Maximum roof slope for -single units & double section is 5112, for triple sections is 3.5112, for the above number of systems. Combining Longitudinal and Lateral Stabilization for Florida Sidewall anchors with vertical ties every -5' 4" per Florida. requirements • Roof slope of 20 degrees or less (See chart for 5/12 roof installations). • Single and dnuble section homes require the same number of systems • Triple section Homes -and double section homes with flag units require two additional ►ongitudinal systems • Diagram represents single section up to 16' width, double section up to 32' width, and triple section homes up to 48' width. • NOTE: Older homes without vertical tie attachments, require -diagonal frame.ties/anchorslplates every 5'-4" per Florida regulations x: Rini* sestem Assembiv STYLECRESE Rbelrglalss Step Anchoring Guidelines Concrete Installation List of Components (Purchased Locally) 2ca:huWx33x23f:^gob e2taatW%20-,1,3WB F�V r. 2csat 2tal,u� aexb1WNM LHaivs � 2crnV4` 114'M Concrete Installation Guidelines 1) Drill Ve." hole through step and bracket at desimd position through lower wooden Frame member_ 2) Install L-brackets using 51." x 20 x 2 K" Busts, washers: and nuts. 3) Mark location of hole in L-bracket on the concrete. }) .vhive t1le step away from the house. Drill holes in concrete at the desired locations. Tap in t/" concrete anchors. 5) Replace step so that the tops of the concrete - anchors protrude through the L-brackets. Secure with the nuts and washers. Ground Installation ► isi of Components (2) 494154 Anchor Assemblies cash =CMbiy includes: (1) 15 inch Anchor (1) 3/8" x 1 %z" lag scree: (1) 7/I6" X 1 %" washer Ground Installation Guidelines I) Set step in desired position and mark the anchor placements on the ground. Remove step. 2) Screw the anchors in the ground so that the eve ofthe anchor will be in The position as shown. 3) Replace step and mark the place where the hole in the eye of the anchor meets the side of the step at the height of the lower frame member. 4) Fasten screw into lower frame member though eye of the anchor and washer. W_AP.NING: Failure to anchor the step properly can result in injury. Place the step against the house. %take sure the surface on which the step resu is level. Style Crest, Inc. 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