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• Install Stabilizing <br /> Systems <br /> 1 <br /> SIDEWALL VERTICAL ANCHORS ��t�� l[)IN f t/ ii/‘ <br /> Homes designed for Wind Zones II and Ill also require vertical tie downs along the si- C? • :16; <br /> dewalls(Figure 63). The vertical tie down brackets will be factory installed.Vertical and ,9. D �4i <br /> frame sidewall tie downs may connect to one double-headed anchor or each to its own •:`` - # ' : '.,• r <br /> dedicated anchor per the spacing requirements listed in Tables 19 and 20. If additional • .� ? '1 = .1:brackets are required to be added or existing brackets are required to be relocated due — :r 4GRJCU UR.,. it <br /> to interferences or site conditions,install Mastercraft#5705 or steel angle brackets and t' l /2. <br /> straps as shown in Figure 63. .. <br /> LONGITUDINAL FRAME ANCHORS % •'.. . Q{ `:.- <br /> Use Table 21 to determine the number of longitudinal frame anchors required at each 'i/•.. 00 9 c <br /> end of the home. The longitudinal frame anchors may be factory installed,site Installed f� .0-c ``� <br /> or connected to a crossmember within 3"of the main I-beam. Rio •• ,— •,0 <br /> NOTE: <br /> Friction is assumed to contribute to the resistance in the longitudinal direction when <br /> piers are no more than 64"high. Friction from a single block pier is assumed for piers <br /> less than 44"high. Friction from a double block pier is assumed for piers between 44" <br /> and 64"high. <br /> 'ABLE 21.WINU ZUNI 1 LUNOH UUINAL FMAML I ItUOWN QUAN I I I IE5(QUAN III Y tACH tNU OF HUME) <br /> Single Set non Multi Section triple Section <br /> Max. Max. 118 ft Max.Floor Width) 132 ft Max.Floor Width) (411 ft Max.Floor Width) <br /> Pier Roof Minimum Unit Lengths Minimum Unit lengths Minimum Unit Lengths <br /> Height Pitch 36' -1' .... ....' ,, r,f, r , '1' ,:'' .1ii' ',1' ,.q hi;' in ,.' 1 1,' ,,' . <br /> 24" i 1 1 0 0 0 / 0 0 1 1 r 0 ' 0 0 ' 0 0 3 0 0 0 ; 0 0 <br /> __..._ r _ <br /> 36" 1 1 1 i 1 � 0 0 3 2 1 3 1 1 0 0 4 3 ! 2 2 11 1 1 <br /> 44" 4.'36 r i :7 0 0 0 0 0 0 0 0 0 0 . 0 ,, 0 0 0 1 0 0 0 -! 0 0 O j 0 <br /> 52" 1 0 0 0 ' 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 <br /> 1 1 1 . 0 ' 0 0 0 2 2 1 ' 1 1 0 0 0 4 , 3 i 3 2 1 1 0 0 <br /> 3 2 1 , 0 0 0 0 0 4 3 { 2 1 ' i 0 0 0 <br /> 36" 4 3 2 2 2 1 1 1 6 5 4 4 3 3 2 2 <br /> 1 ___ <br /> 44" 7 2 0 4_ 0 0 0 0 0 0 2 1 i 0 1 0 0 0 0 0 <br /> 52" 2 1 0 0 0 0 0 0 3 2 ' 1 0 0 0 0 ' 0 <br /> 64.E 2 2 2 1 1 0 0 5 4 4 1 3 3 2 1 1 <br /> PIER HEIGHT GREATER THAN 64"-WIND ZONE 1 LONGITUDINAL FRAME TIEDOWN QUANTITIES I QUANTITY EACH END OF HOME} <br /> Max. Max. Max.Home Width <br /> Wall Roof Single Sett un Multi lectiou + If <br /> Height Plitt) 10 ft 12 it 1.4 fl Iti ft IS ft 2011 24!! 28 ft 32 ft 3(It <br /> 7 ft 4.36 1 2 2 2 2 3 3 4 4 5 6 <br /> 7.5It 4.36 1 2 i 2 2 2 3 I 3 4 i 7 <br /> r _ <br /> Oat; 2 2 i 2 2 2 3 3 a 4 5 7 <br /> 5 <br /> ft <br /> NA NA NA NA NA 3 3 4 4 r 7 <br /> • NA NA NA NA NA 3 3 t 5 8 <br /> 7 NA I NA NA NA NA 3 4 4 5 6 8 <br /> 4-36 ®®111111131111 2 I 3 3 3 4 5 5 7 <br /> S NA i NA NA NA NA 3 4 4 5 6 8 <br /> :,tt <br /> 6 NA NA I NA NA NA 3 4 4 S 6 8 <br /> 7 NA NA I NA NA NA 3 4 , 5 5 6 9 <br /> 4 36 �® 3 <br /> 4 4 5 6 • <br /> 8 <br /> 5 MEM <br /> 3 4a <br /> 5 6 8 <br /> 7 Mal NAA <br /> NA 3V__. 46 6 83 <br />