9824 HOLLY DR 2022 Plans 2025-07-02

Install Footings DOOR OR OPENING LESS COMBINED SPAN{A+B} THAN 48 IN.IN WIDTH - W Figure 8A. Typical marriage line support locations for 1 RIDGEBEAM homes not requiring perime- I' p � T.-_ - ter supports _ LSPAN COLUMN POST OR WALL,LESS THAN 16 IN.IN WIDTH C , SPAN B SPAN A --- -- --- -L. — �- N --T MAII-BEAM ..IL' f FOOTING FOOTING FOOTING FOOTING SIZED FOR SIZED FOR SIZED FOR SIZED FOR SPAN C PER SPAN B PER SPAN A+B SPAN A PER TABLE 5 TABLE 5 PER TABLE 5 TABLE 5 CALCULATE LOADS Use Tables 6-6c to determine the loads on frame supports. Find the chart with the ap- propriate sidewall eave overhang.Then, find the column with the appropriate roof load zone and section width. Find the row corresponding to the selected support spacing. The number in the intersecting cell is the load. \�`�� iii i i i i 44 f`, Loads on all frame supports can be assumed to be equal if support spacing is equal. \ G Ai . Q� However, if different support spacings are used then each support with a different spec- ;`• E!ti0/. ing should be calculated separately. 'S 0�• �x j Loads for piers installed at 5, 7 and 9 feet on-center can be estimated by adding the ` -i. , •� AGAtCU), E loads for the higher and lower spacing and dividing in half(eg. the load for piers in- r • ( ii stalled at 7 feet on-center for a 16 wide with a 1-1/2"overhang in a 20 psf Roof Load Zone would be:4510 lbs+5666 lbs= 10176 lbs/2=5088 Ibs). _ •,ice.• l Note the location and load required of each support on the sketch. '1�� '•; p 9 Atikc �,: `�� (Width listed in each column of the following charts is the overall width of the home. Eg. i�i��••................� 0 �\�� 16 ft is a single section,32 ft is a double section and 48 ft is a triple section), i/idr, l)II '' ti�� TABLE 6.LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS) Roof Load Zone and Max.Home Width(1-1/2"Max.Sidewall Eave Overhang) Soot!)(20 pit) Middle(30 pit) North 140 p:tl Pier Spacing 10 ft 12tt 14 ft 16tt 18ft 10 I 14ft 16 It 18tt 10 ft 12ft 14 ft 16 ft 18 ft Up to 4' 2195 11-4 2843 3140 341G 2400 2764 3128 3462 3765 20?" 3009 3413 3783 4120 >4'to 6' 3093 3579 4065 4510 4915 3400 3946 4492 4993 5448 3708 4314 4920 5475 5980 s 4'1n s7 3990 4638 5286 5666 6420 4400 5128 5856 6523 7130 4810 5618 6426 7167 7840 >8'1r>10' 4888 5698 6508 7250 7925 5400 6310 7220 8054 8813 5913 6923 7933 8858 9700 TABLE 6a.LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(IBS) Roof Load Zone and Max.Home Width(6"Max.Sidewall Eave Overhang) South(20 psf) Middle(30 psf) North(40 psf) Pier Spat in I0 ft I7fr 14ftt if>ft lit II - '14tt %It • III ft 17II IA ft dirt IRII up to 4' 2240 2564 2888 3185 317 2460 2824 3188 3522 3825 2680 3084 3488 3858 4195 >4'to 6' 3160 3646 4132 4578 4983 3490 4036 4582 5083 5538 3820 4426 5032 5588 6093 >6't t,9' 4080 4728 5376 5750 6510 4520 5248 5976 6643 7250 4960 5768 6576 7317 7990 >8'to, 5000 5810 6620 7363 8038 5550 6460 7370 8204 8963 6100 7110 8120 9046 9888 �o. ..-a- ------ _ __..._..w_.__.__._. 24