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<br />Figures
<br />3.25
<br />
<br />3,26
<br />3,27
<br />3.28
<br />3.29
<br />3.30
<br />3.31
<br />3,32
<br />3.33
<br />3,34
<br />3.35
<br />3,36
<br />
<br />3,37
<br />
<br />3,38
<br />3,39
<br />
<br />4,1
<br />4.2
<br />4,3
<br />4.4
<br />
<br />4.5
<br />4,6
<br />4.7
<br />4.8
<br />4.9
<br />4.10
<br />4,11
<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 />4.20
<br />4.21
<br />4.22
<br />
<br />4,23
<br />4.24,
<br />4,25
<br />4.26
<br />
<br />Page
<br />
<br />Diagonal Bracing with Steel
<br />Rods , , , , , , , , , , , , , . , , , , , ,27
<br />Perimeter Enclosure " , , , , ,28
<br />Perimeter Walls. , , , , , , , , , ,28
<br />Over-the-Top Tie , , , , , , , , , ,28
<br />Frame Tie, , , , , , , , , , , , , , , ,28
<br />Tie Components, .., " , , ,,29
<br />Tie Components",,"'" ,29
<br />Failed Anchors, . , , , , , . , , , ,29
<br />Screw Auger ",."""",29
<br />Concrete Deadman Anchor, ,30
<br />Anchors in Concrete Slab, , ,30
<br />. Anchoring on Pier
<br />Foundation, , , , . , , , , . , , , , ,30
<br />Anchoring..on-P..osLor _EHe
<br />Foundation, , , , , , , , , , , , . , ,31
<br />Frame Ties" " '" , , '" , ,,31
<br />State and Local Evacuation
<br />Plans.. . .. ....... .. .. .. .31
<br />Roof Live Load """".', 33
<br />Wind Load , , , , , , , , , , , , , , ,33
<br />State and Local Regulations, 34
<br />Horizontal and Vertical
<br />Forces .'""."",."", 34
<br />Lateral Forces , , , , , , , , , , , ,34
<br />Buoyancy Forces, " ,.. , " .35
<br />Buoyancy Force, , , , , , , , , , ,36
<br />Drag Forces, , , , , . , , . , , , , ,36
<br />Drag Force, , , . , , . , , , , , , , ,37
<br />Overturning ,.""""",.38
<br />Parallel to Flow , , , , , , , , , , ,38
<br />Perpendicular to Flow, , , , , ,38
<br />Impact Forces , , , , , , , , , , , ,39
<br />Scour , , . , , , , , , , , , , , , , , , ,39
<br />Addition of Scour Depth , , , ,40
<br />Addition of Scour Depth , , , ,41
<br />Home EI~vated Above
<br />Floodwaters , , , . , , , , , , , , , ,44
<br />Home Not Elevated Above
<br />Floodwaters , , , , , , . , , , , , , ,44
<br />Design Loads, , , , , , , , , , , , ,44
<br />Flood Loads , , , , , , , , , , , , , ,44
<br />Magnitude of Loads, , , , , , , ,45
<br />Forces Increase with
<br />Elevation "",."""",,46
<br />Roof Dominated Loads , , , , ,46
<br />Wind Dominated Loads, , , , ,46
<br />Vertical Member Load. , , , , .48
<br />Pier Design A """"",,49
<br />
<br />Figures
<br />4,27
<br />4.28
<br />4.29
<br />4,30
<br />4,31
<br />4,32
<br />
<br />4.33
<br />
<br />4,34
<br />4,35
<br />4.36
<br />
<br />4,37
<br />4.38
<br />4.39
<br />
<br />4,40
<br />
<br />4.41
<br />
<br />4.42
<br />4.43
<br />4.44
<br />
<br />4.45
<br />
<br />4.46
<br />
<br />4.47
<br />
<br />4.48
<br />
<br />4.49
<br />
<br />4.50
<br />
<br />4.51
<br />
<br />4.52
<br />4.53
<br />4.54
<br />
<br />4,55
<br />
<br />4,56
<br />4,57
<br />
<br />Page
<br />
<br />Pier Design B """"",.49
<br />Pier Design C """",.,,50
<br />Pier Design D ".""",.,51
<br />Pier Design E "."""",51
<br />Pier Design F, , , , . , , , , , . , .52
<br />Typical Ground Anchor
<br />Detail "."",:"""",,52
<br />Longitudinal Spacing of
<br />Ground Anchors, , " " " , .52
<br />Elevated Pier Design, , , , , , .53
<br />Posts and Piles , . , , , , " , , ,53
<br />Manufactured Home Design
<br />Conditions "",...,..",.58
<br />Vertical Member Load, , , , ,,58
<br />'v'erticaLMembecSelection....-5.8. -
<br />Elevated Foundation
<br />Loading """""""",59
<br />Horizontal Support
<br />Beam , , , , , , , , , , , , , , , , , , ,59
<br />Longitudinal Support
<br />Beams .................. 61
<br />Cross Bracing "";",,.,,61
<br />Cross Bracing Locations. . . .62
<br />Cross Bracing Single
<br />Section. , , , , , , , , , , , , , , , , ,62
<br />Cross Bracing Double
<br />Section , , , , , , , , , , , . , , , , , ,62
<br />Elevated Foundation
<br />Connections. , , , , , , , , , . , , :63
<br />Bolts at Horizontal 'Seam
<br />and Vertical Member, , , , , , ,63
<br />Minimum Bolt Spacing
<br />Distances for Square
<br />Vertical Members. , , , , , , , , ,65
<br />Minimum Bolt Spacing
<br />Distances for Round
<br />Vertical Members, , , , , , , , , ,65
<br />Chassis I-Beam Lag
<br />Screws , , , , , , , , , , , , , , , , , ,65
<br />Cross Bracing Vertical
<br />Member Connection """.66
<br />Two Bolt Connection, . , , , , ,67
<br />Four Bolt Connection "",,67
<br />Longitudinal Support
<br />Beam Loading , . . , , , . , , . , ,68
<br />Longitudinal Support
<br />Beam Connection , , , . . , , , ,68
<br />Utility Service Protection, , , ,69
<br />Overhead Utility Service , , , ,69
<br />
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