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<br />Figures <br />4.58 <br /> <br />4.59 <br /> <br />5.1 <br /> <br />Page <br /> <br />Separate Utility Service <br />Tank Foundation......... .69 <br />Connected Utility Service <br />Tank Foundation . . . . . . . . . .70 <br />Single Section General <br />Comparison of Material <br />Costs ................... 75 <br /> <br />Figures <br /> <br />5.2 <br /> <br />F.1 <br />F.2 <br /> <br />Page <br /> <br />Double Section General <br />Comparison of Material <br />Costs ................... 75 <br />Design Worksheet . . . . . . . . 103 <br />Design Plan . . . . . . . . . . . . . 105 <br /> <br />LIST OF TABLES <br /> <br />4.1 <br />4.2 <br />4.3 <br />4.4 <br />4.5 <br />4.6 <br />4.7 <br />4.8 <br />4.9 <br />4.10 <br /> <br />4.11 <br /> <br />4.12 <br />4.13 <br />4.14 <br />4.15 <br />4.16 <br />4.17 <br /> <br />4.18 <br /> <br />4.19 <br /> <br />4.20 <br /> <br />4.21 <br /> <br />Lateral Forces . . . . . . . . . . . .35 <br />Buoyancy Forces. . . . ..... .36 <br />Drag Forces. . . . . . . . . . . . . .37 <br />Impact Forces . . . . . . . . . . . .39 <br />Depth of Scour ........... 40 <br />Building Loads. . . . . . . . . . . .41 <br />Building Loads. . . . . . . . . . . .41 <br />Building Loads. . . . . . . . . . . .42 <br />Building Loads. . . . . . . . . . . .42 <br />Maximum Vertical Member <br />Load. . . . . . . . . . . . . . . . . . . .47 <br /> <br />Minimum Acceptable Pier <br />Designs ................. 50 <br /> <br />Ground Anchor Spacing . . . .52 <br />Vertical Member Capacity. . .54 <br />Vertical Member Capacity. . .55 <br />( <br />Vertical Member Capacity. . .56 <br />Vertical Member Capacity. . .57 <br />Minimum Sawn Lumber <br />Horizontal Beam. . . . . . . . . .60 <br /> <br />Minimum Sawn Timber <br />Cross Bracing ............61 <br />Minimum Sawn Timber <br />Cross Bracing ............62 <br /> <br />Minimum Sawn Timber <br />Bracing at Each End. . . . . . .62 <br /> <br />Number and Diameter of <br />Bolts at Connection of <br />Horizontal Beams to Square <br />Vertical Members. . . . . . . . . .63 <br /> <br />4.22 <br /> <br />4.23 <br /> <br />4.24 <br /> <br />4.25 <br /> <br />4.26 <br />4.27 <br /> <br />5.1 <br /> <br />5.2 <br /> <br />5.3 <br />5.4 <br />5.5 <br /> <br />5.6 <br />5.7 <br /> <br />5.8 <br />E.1 <br />E.2 <br /> <br />E.3 <br /> <br />Number and Diameter of <br />Bolts at Connection of <br />Horizontal Beams to Round <br />Vertical Members. . . . . . . . . .64 <br />Minimum Bolt Spacing <br />Distances Square Vertical <br />Members ................64 <br />Minimum Bolt Spacing <br />Distances Round Vertical <br />Members ................ 64 <br />Minimum Nominal Lag <br />Screw Size. . . . . . . . . . . . . . .65 <br />Bolt Capacity . . . . . . . . . . . . . 66 <br />Diagonal Loading per Foot <br />of Manufactured Home. . . . .67 <br />Conventional Installation <br />Costs for Single Section . . . .72 <br />Conventional Installation <br />Costs for Double Section ...72 <br />Earth Fill Costs .. . . . . . . . . .72 <br />Pier Costs ............... 73 <br />Cost per Foot of <br />Manufactured Home . . . . . . .73 <br />Post and Pile Costs. . . . . . . .74 <br />Cost per Foot of <br />Manufactured Home. . . . . . .74 <br />Jacking Costs ............74 <br />Vertical Tension. . . . . . . . . . .99 <br />Minimum Spacing Between <br />Ground Anchors .........100 <br />Minimum Spacing Between <br />Ground Anchors .........101 <br />