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Install Stabilizing <br /> Systems <br /> Figure 52 and Figure 53 illustrate typical anchor locations for a double section home in <br /> Wind Zone I and Wind Zones II and III respectively. Flood and seismic forces. <br /> NEAR BEAM TIEDOWN AREA -_, � , The stabilizing system re- <br /> quirements in this chapter <br /> ---�— do not consider flood or <br /> seismic loads and are not <br /> . -- gI intended for use in flood or <br /> seismic hazard areas. In <br /> those areas a registered <br /> MULTI-SECTION engineer or registered arch- <br /> .. _ FLOOR SHOWN tect must design the stabiliz- <br /> SEPARATED ing system. Alternate faun- <br /> FOR CLARITY dation designs must be ap- <br /> _ OTT <br /> proved by the manufac- <br /> �` tururer and DAPIA <br /> N Figure 52. Typical anchor lo- <br /> EAR AND FAR BEAM TIEDOWN AREA <br /> cations fora double section <br /> home in Wind Zone I <br /> FRAME TIEDOWNS MAY BE SECURED TO BOTH NEAR AND FAR <br /> BEAMS(WIND ZONE 1 ONLY)OR EITHER NEAR OR FAR BEAMS <br /> (WIND ZONE 2 AND 3)AS REQUIRED BY TABLES 18,19 AND 20. <br /> NEAR BEAM TIEDOWN AREA <br /> LARGE OPENING <br /> 48"OR MORE <br /> Figure 53. Typical anchor lo- <br /> cations for a double section <br /> �• y home in Wind Zones II or IN <br /> I-BEAM LARGE OPENING LARGE OPENING <br /> • <br /> t . <br /> DOUBLE WIDE <br /> COLUMN VERTICAL s- FLOOR SHOWN <br /> TIEDOWN SEPARATED <br /> FOR CLARITY <br /> SMALL OPENING )I-BEAM <br /> 4r �a 4 f <br /> NEAR BEAM FAR BEAM TIEDOWN AREA , NEAR BEAM <br /> TIEDOWN AREA TIEDOWN AREA <br /> SYMBOL LEGEND <br /> =STANDARD SIDEWALL "F, =MARRIAGEWALL FRAME <br /> VERTICAL TIEDOWN TIEDOWN <br /> =LONGITUDINAL TIEDOWN sKT =SIDEWALL FRAME TIEDOWN <br /> SIDEWALL FRAME ANCHORS <br /> Use Tables 18, 19 and 20 to determine the spacing between anchors for Wind Zones I, rirle4Y.1 <br /> II and III, respectively. Spacing requirements will vary depending on the type of home <br /> (single or multi-section), the slope of the roof the width of the floor for each section.the Maximum spacing require <br /> sidewall height. I-beam spacing and the height from the ground to the strap attachment ments.The iJ may have <br /> point. Determine the values for the home. Using the table for the appropriate wind zone. <br /> determine the column and row that corresponds to the characteristics of the home The anchor spacingequirements <br /> value on the tables is the maximum distance between anchors. Keep in mind that that supersede the values <br /> sidewall frame tie downs must be located no more than two feet from each end of provided in this manual. <br /> home. <br />