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Install Footings
<br /> TABLE 6b.LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(MS)
<br /> Roof Load Zone and Max.Home Width(12"Max.Sidewall Eave Overhang)
<br /> *
<br /> `:,ttith t i..);,,!1 :t..i tt 1::••(li.'E .11
<br /> 2300 2624 2948 3191 2540 2904 3268 3541 2780 3184 3588 3891
<br /> 3250 3736 4222 4587 3610 4156 4702 5112 3970 4576 5182 5637
<br /> 4200 4848 5496 5757 4680 5408 6136 6682 5160 5968 6776 7382
<br /> 5150 5960 6770 7378 5750 6660 7570 8253 6350 7360 8370 9128
<br /> I A to, or.LUAU ON IRAIvii.PR tr 4001 INGs FUR HOMES NO1 HE QUIRIN6 PERIMETER RUCKING EXCEPT Al OPENING',(IRS)
<br /> Roof traael Zone and Max.Home Width 124"Max.Sidewall Eave Overhang)
<br /> „, ,ii, ,,;'i.,1. oi !dl,•i-•i'i. N r 7,1 t •
<br /> :: •• " tt
<br /> 2420 2744 3068 3311 2700 3064 3428 3701 2980 3384 3788 4091
<br /> 3430 3916 4402 4767 3850 4396 4942 5352 4270 4876 5482 5937
<br /> ._..._ _
<br /> 4440 5088 5736 6222 5000 5728 6456 7002 5560 6368 7176 7782
<br /> 5450 6260 7070 7678 6150 7060 7970 8653 6850 7860 8870 9628
<br /> Calculate Loads
<br /> Use Table 6d to determine the loads on supports below openings in the sidewall when perimeter
<br /> blocking is not required. Find the row with the appropriate opening span.Then,find the column
<br /> with the a..ro•hate floor width.The number in the inferSeariii cell is the load.
<br /> TABLE 6d.LOAD ON PIER FOOTINGS AT OPENINGS ALONG THE SIDEWALL(IBS)
<br /> Roof Load Zone and Max.Home Width(24"Max.Sidewall Eave Overhang)
<br /> I. .,•
<br /> 1025 1100 1175 1244 1306 1400 1520 1640 1750 1850
<br /> 1150 1240 1330 1413 1488 1650 1800 1950 2088 2213
<br /> 1275 1380 1485 1581 1669 1900 2080 2260 2425 2575 .
<br /> 1200 1300 1400 1492 1575 1680 1840 2000 2147 2280
<br /> 1360 1480 1600 1710 1810 2000 2200 2400 2583 2750 1520 1660 1800 1928 2045 2320 2560 2800 3020 3220
<br /> i
<br /> 1375 1500 1625 1740 1844 1960 2160 2360 2543 2710
<br /> . . 1570 1720 1870 2008 2133 2350 2600 2850 3288
<br /> 1765 1940 2115 2275 2421 2740 3040 3340 011 3:Y.PN144:,11:66/'
<br /> •,,, 1 IV ••.. ,r ,,,,,
<br /> $ .... • 7.D Eg• #
<br /> ... .
<br /> .... . ‘
<br /> 10, go to STEP 4.SELECT FOOTING MATERIALS(p. 30)
<br /> • ....
<br /> j RI
<br /> :cr AGC1J,
<br /> - - LACE 13 /.
<br /> ti
<br /> STEP 3. DESIGN FRAME AND PERIMETER SUPPORTS (Homes t . i
<br /> 1°O
<br /> s .s
<br /> With Perimeter Blocking) t: ...46 ,,,77 .:ev.
<br /> (1...• ..„:::*
<br /> DETERMINE LOCATIONS „„ i• ,. , • _
<br /> •", , . 0 I • "' 4*
<br /> Depending on design and location,some homes require regularly spaced perimeter sup- ,/,, , . ,„b., * Ai
<br /> ,,1.,
<br /> ports along all of the sidewalls and marriage walls in addition to frame supports.If required, /,. A V -• io
<br /> perimeter support locations will be identified by labels attached along the bottom of the S.:. ile ' b Supports.
<br /> sidewalls and marriagewalls and noted on the Data Plate,A pier support will be required at There must be a support
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