The URL can be used to link to this page

Home My WebLink AboutBuilding Plans T.LITCTV rOLTNTV RI UPING DIVISION It EVIFII'ED FOR COIILLS REVIEWED BY IN DATE \ PLANS AND PERMIT'1 i T BE KEPT ON JOB OR NO L\SPECTION II ILL BE I% ADE. THESE PLANS AND AL PROPOSED WORK AND SUBJECT TO A Y CORRECTIONS REQUIRED BY FIELD NSPECTORS THAT BE NECESSA lY IN ORDER TO XQM LY WITH ALL A PLICABLE CODES. S�ENERS OR��ACNMEN1S LED FR CEA \ CON �pON5i3!L(1�OF SHE � pRE� E1�,C�OROF�ECOAD 1 � I � FRONT SIDES 1 REAR �1 zNc. p TEC f 2$ MODEL 261-RH2683A 3 B EUROOM,2 BATH ACTUAL SIZE: 15'-2"x 68'-0" TOTAL AREA: 1,031 SO. FT. 68' 5-4- 11'-3" 12'-8" _._. . ...._$V4" ..-.. 2--w 21.-8". 8.-S" _ .......... r- - - '. 3050 3000 3080 Dining - - - -- - - - _�Iy1. FUIw AC Closet .:..._-_..._ (- _ _ _ _ _ _ _Bedroom-2 - __ ._ Master. __ _ _-- _ . _ - Livirlq _ _ - _ ._ . _... _ _.....�r«�r�_ .... Bedroom-3 - __ _ M. _ Bedruom_ _.. _ ----._ __ _ _ _.._._.._--doom - - - - - ,_..... r",1►vlil _ h"t4y wnnRN _� _ Utility - - - - - -- - - - - 1 ��. - - - - - - Kitchen.- - ' - - _ - -- - - -- •1. - - -- i.c _ __ _-- — -.._ .__ — _ . T —_—_ — — — _. urr i urtz- rue - _ QIIY ; WA411141 ......-5'_...._. 10'-10" _. 13'-lN_.....__. ... ...�.._.._...._...__..__..'13'-7" a'_ G. • ._ DAPIAS[AL_ _ —� _ I"IODIFtcnTioNs ._.... ._.__.. __--►dooel..261—RH2683A SIEFT: 1 Idllad Fronl Door T to Onor WRA GCK 04.01_14 ` Redman __WOIASGD _._.._.TITLE: _ ��' 1 0�.._._.�._._._._._.___..._....._._.,__._. Blackllne-QT027302 - Homes _ _---__ ._.-.. . - PROPRIETARY AND GONFIDGNTIAL DRAWN BY:VWny DATE.03.0:1 IA OPRIEtxlnwul)COW EADA1r 0F.11. WC.4tnt.. -_-_ REV. 6 ...__._�_._—._.--......._._-__.-..—.._....._.-•_...._. _.....__.�__ PROWIETARV N�]f.ONr10E1/l Ull.Atn1FWNRt1F 171nR7+HMI P.b.BOX 20f17 HWY 100 EAST LAKE CI1Y,`(L 32056 co-YR0110 rom.•rom Ely+j1M%~al Westgate IJ Xi-Steel Pier System Effective: August, 2007 Installation Instructions FLORIDA ONLY By Tie gown Engineering Installation 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 P/N's 459321 Xi, 12" Pier #59314 Xi, 25.5" Pier #59317 Xi, 36" Pier #59315 Xi, 5' Lateral Strut ' #59318 Xi, 6' Lateral Strut =� Block Pier Systems P/N's r #59319 Xi, Lateral w/5' Strut #59320 Xi, Lateral w/6' Strut REQUIREMENTS • Installation can be made in any type of soil, 413 or better • Florida requires 5' 4" anchor spacing for vertical ties • 4' ground anchors are used with the Xi-system in 4A and 46 soils,except at shear wall or marriage wall locations where loads exceed 3150 pounds. Florida requires that 5' anchors be used at these locations. • Center line or shear wall anchors,that may be required by specific manufacturers, are to be sized according to soil torque conditions. Follow all manufacturers instructions for anchor type and placement in j 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 j • Maximum pier height of the Xi-system is 48" • Instructions are not for use on "Exposure Q" homes within 1500 feet of the coastline • .Installation instructions are based on 4200#per pad longitudinal load and 6000#per pad lateral load with one diagonal tie/stabilizer. • Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls,marriage line ridge beam support posts,and rim plates. N a PIN 15386 t- - - -.�.. ._ _. __.. _._. _ o to TIE D• ' r . r CV 0 www.tiedown.com . r • • I r r r FAX 1404) I i l i Installation of Longitudinal System (Figure 1) 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. 5. Press or drive pan into ground until level and flush with prepared surface. 6. Slide Xi-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 i) 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 side of the Xi-System pier. Do not tighten nuts at this time. (Figure 2) 10. 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(1-1/2") 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-bons and nuts provided. 3. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the I-beam with the nut&washer provided. (Figure 4) 4. Install a minimum of four(1/4"04') self-tapping screws into the holes provided in the lateral strut so that the two tubes are connected together. (Figure 1) (Figure 2) (Figure 1) Frame p == Height Bracket i Longitudinal = Adjuster 0-3" . 1 Struts ---� 'b Oi' Bolt -_� �° Pier Babe ° � Stru t Extension Pier Sa5e Post 0 Foundation Base Pad f-3/4"Tube Beam Clamp '�•. Lateral Struts (Figure 3) .✓' .Bracket ,.° -Salt :` °; 1-1/2"Tube -#F12 X 1" 7ek Screws /- r ` (2 per side) (Figure 4) =:w'.<_ ��s�e - h��SJii All Components Hot Galvanized Coated sOW_N_ENG_1NE_1E, R1MG 5901 WheatonAtlanta GA, 303.16 q 0 Longitudinal and Lateral Stabilization for Florida Xi Lateral Xi Longitudinal JL Xi Longitudinal System Stabilizer Plate & Diagonal �— "Only"System "Only"System T with Lateral Strut Combo Frame Tie Homes.Up To 52' D Q D a D i Cl t ' i r I I I I pp N I 1 I E D a E r E 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 80, C1 h ' p Q D ---- D �-- s Q I t t D I � ' D Q F r 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/2 Lateral Only 6 Combo Systems/2 Lateral Only 4 Lateral Only Note: 5/12 roof pitch home requires 2 additional systems. 6 lateral systems up to 52', 8 lateral systems up to 80' N 1TIE D• •0 S n O Longitudinal Stabilization for Florida When using longitudinal stabilization only, sidewall perimeter anchors with diagonal ties and stabilizer plates every 5'-4" must be used on the home.Vertical ties are also required on homes supplied with vertical tie connection points (per Florida regulations). i t t Typical >! s Placement , t � I I Single Section Double Section Triple Section Up to 16' Nominal Up to 32' Nominal 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 double section homes require the same number of systems • Triple section homes and double section homes with tag units require two additional longitudinal 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/anchors/plates every 5-4" per Florida regulations Xi Block System Assembly Nut& Warher1 . _"^_� .J-501t Lateral 5trut5 'z - c'r s 1-1/2"Tube �{ r 4-#12 X 1" TekScrewS Side View (2 per Side) ter-' ��, 1 U-Bolt mounting _ Bracket a Q JTIE ► 1WN ENGINEERING--'S901 Wheaton tZ�0336 t` G I � { L -- 17111 Ground installation STYLECRE,=I. List of Components (2)484154 Anchor Assemblies Fiberglass Step Anchoring Guidelines FAch assetnbi includes: (1) i5 inch Anchor Concrete Installation (1)3/8"x I W"lag screw List of Components(Pun:hasea Lxa[V) (1)7/16"X 1 •ln'wvasher Ground Installation Guidelines u ! ZeachU?'x37x2WBob 1) Set step in desired position and mark the c anchor placements on the ground.Remove 2MCh 2rri,Ua' 4eabt/ NIM step. L'Ba� � ` 2eanl+4'V Wm 2) Screw the anchors in the ground so that the � eve of the anchor will be in the position as shown. Concrete installation Guidelines 3) Replace step and mark the place where the hole in the eye of the anchor meets the side 1) Drill /_"hole through step and bracket at of the step at the height of the lower frame desired position through lower wooden member. frame member. 4) Fasten screw into lower frame member 2) install L-brackets using 51-"x 20 x 2:4" though eye of the anchor and washer. Bolts,washers,and nuns. 3) Mark location of hole in L-bracket on the concrete. — t) 'clove t11C step away from the house.Drill holes in concrete at the desired locations. Tap in V."concrete anchors. ;! 5) Replace step so that the tops of the concrete j anchors protrude through the L-brackets. Secure with the nuts and washers. 4I I II � i' — WARNING:Failure to anchor the step properly can result in injury.Place the step against the l house.Make sure the surface or.which the step ress is level. r' Style Crest,Inc.Drawer A Fremont Ohio 43420 (I i 4 3' 412 1 D D IL—JI—JJ- -3.�2.1— --1�ocu I— —I'•I2r- C •n , A �cr STYLEM 38' Del Back Rall A 02938 rvWt runs c "' '�r a 93&DHG utzoa w .o VERTICAL VINYL SKI G ( components S ingtalla WALL -To P &ACK �T•TALHED �Uc7'kf '3it{4 tb "APAGtT i t t -r-op Ltty FLooR f !MAPS 1n1T'O -mp 8AcA KlOfnS SCF�EM15 lIND PANEL CUT$ VE+ TED PAt L---� BLOCK Sup?oRT -3.q iA4i4 S Pie F4WT SEGuREb e,,F �E►,r�eLATbiJ 'ib 'IDP.54C.K Awa { BE"T-r-0-N F:04tr4 -W *4 ltvtN se�EW`- 5 tag••oL - rALL '*AMELS A"ALGE56ee:ACOK-* y � R�rn0v►NG TaP �oy-F �C' a�GJ %W GN PAIVELl f Ba`r'am A-'7'ACKCp TO GROu+ulb Via 4Y6 7 iron GA►+1�AkNiZ6C NA« i9"cc �IF SO•L IS Sar+o`! TiiEIU ?�i'•ac}