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• . 1 S `, <br /> stems #05 <br /> cn t <br /> I�Y <br /> Cnnfcirms to <br /> EICD MliCSS <br /> The following tables tabulate minimum nu•:. r of ;mfr„ t ;fra ne:r anchors required 10'0°R <br /> each end,when conventional anchors are u*ed.. <br /> Table 31 and 32 are not limited to maximum pier neicirns. except as limited by other de- <br /> tails. <br /> Table 33 limits pier height and minimum u t length as tabulated. <br /> Table 31 Longitudinal Ties. ll :_ :- -< "_S--..r.,- :i1,-..---. -=.::‘= 12 max Roof Pitch <br /> MINIMUM >riIUM STRAP ANGLE FROM VERTICAL <br /> FLOOR WIDTH QUANTITY. , <br /> EACH END OF SINGLE DOUBLE TRIPLE <br /> EACH SECTION <br /> 12-WIDE 2 26 29 <br /> 14-WIDE 2 = 33 37 <br /> 16-WIDE 2 40 45 <br /> 18-WIDE 2 - 49 58 <br /> Table 32 Longitudinal Tie'. :-: -" -r_ I!"ail max, 7/12 max Roof Pitch <br /> MINIMUM MINIMUM STRAP ANGLE FROM VERTICAL <br /> FLOOR WIDTH QUANTITY, <br /> EACH END OF SINGLE DOUBLE TRIPLE <br /> EACH SECTION <br /> 12-WIDE 2 N/A 32 38 <br /> 14-WIDE 2 N/A 42 50 e. gi 11 !!+t t_ f� <br /> 16-WIDE 2 N/A 52 38 � '" -B A tt <br /> 18-WIDE 2 N/A 39 47 .•:* -. - . <br /> Tbl t - d Zone I, 108"max Side Wall, 7/12 max Roof Pitch .a. [ if <br /> r <br /> MINIMUM DOUBLE SECTION TRIPLE SECTION i, <br /> FLOOR MAX PIER HEIGHT MAX PIER HEIGHT C "" : <br /> WIDTH QUANTITY UNIT UNIT a. "'"' �� "'� <br /> EACH END LENGTH SGL DOUBLE LENGTH SINGLE DOUBLE ,,. • ,R <br /> STACK STACK STACK STACK i P.; +s <br /> 12 " 4'0 1+, <br /> ..401 14 `� <br /> WIDE 0 58'-0" 24" 56/z 50'-0" 24" 53/z dr,m(4.• •••.,.. <br /> 14- 0. 64'-0" 24" 55" 56-0" 24" 52'/z" <br /> ' WIDE 2 34'-0" 24" 55" 40'-0" 24" 52'/z" if <br /> 4/0111110 <br /> • <br /> 16- 0 70'-0" 24" 54" 60'-0" 24" 52" <br /> WIDE 2 42'-0" 24" 54" 46'-0" 24" 52" <br /> 18- 0 75'-6" 24" 54" 66'-0" 23'/2' 51" <br /> WIDE 2 50'-0" 24" 54" 52'-0" 23'/2' 51" <br /> Note:minimum strap angle is 40°.Minimum number of ties is total each end to be split over all sections. <br /> I For units not meeting the minimum length requirement,use stabilizing systems as described in Figure <br /> 63 typical longitudinal stabilizing device. <br /> 1 <br /> 1 <br /> STEP 6. TIGHTEN AND ADJUST STRAPS <br /> After all anchors have been installed and pre-tensioned, recheck all anchor straps to <br /> assure that they are tight and that the anchor shafts have remained in contact with the <br /> stabilizer plates. Do not over-tension straps. <br /> ► go to Connect Utilities (p. 75) <br /> ------ -- --'"--` <br /> Palm Harbor Homes, Inc. 9/22/08 <br /> r, <br />