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, i 'I <br /> , . • • • <br /> , . <br /> � <br /> ' S7'EP 2. DESIGN FRA►nAE SUPPOi2`TS <br /> 'I (Hornes Wifhout Perirraeter Blocking) <br /> DETERMINE LOCATIONS / � // <br /> i All homes require regularly spaced supports along ali main frame I-beams.Select spac- Spacing frame supports. <br /> � ing between supports and sketch them on the support plan.Keep in mind that frame sup- There must be a support lo- <br /> � ports under homes with 8"deep I-beams may be no more than eight feet apart.Those �ted near the end of each <br /> under homes with 10"or 12"deep I-beams may be no more than 10 feet apart.Generalty, �-beam such that there is no <br /> � greater distances between supports will require larger footings. more than 24 inches of <br /> Figure 10 shows typical frame support locations. beam past the edge of the <br /> support. <br /> Sltle Wall(Perlmefer Poln[�oad)Plers <br /> Required at Openi�gs 4 fl or Greater <br /> Doar Plers <br /> I�eam Frame <br /> � � <br /> i <br /> Marrfage WaA{PoInFLoad)Piers Figure 10.Typical support <br /> i2equlred at Openir�gs 48 or Greater locations for homes not <br /> � � requiring regularly spaced <br /> Frame Pieis perimeter supports <br /> I <br /> or FBeam Frame� <br /> ?orch Post Piers� <br /> V Door Plers <br /> CALCULATE LOADS <br /> Use Table 6 to determine the loads on frame supports.Find the column with the appro- <br /> priate roof load and section width.Find the row corresponding to the selected support <br /> spacing.The number in the intersecting cell is the load. <br /> Loads on all frame supports can be assumed to be equal if support spacing is equal. <br /> However,if different support spacings are used then each support with a different spac- <br />' ing should be calculated separately. <br /> Note the location and load required of each support on the sketch_ <br /> TABLE 6. LOAD ON FRAME SUPPORTS FOR HOMES NOT REQUIRING PERIMETER BLOCKING—Ibs. <br /> � - - � - - �� - - <br /> 2490 2820 3140 3600 2810 3170 3520 4030 3120 3520 3900 <br /> ' ___�_._.._.�y._.�___.__.___._--�-----�— __-----..______e._,�._�-----�___;:-_r__�,:-------------------•------�— <br /> : � 3T30 � 4230,' s 4710 5400 - , 4210 4760 ,,,� , 5270 ," 6040' ' . 4680 • 5280 5840 <br /> -�.�..a_�.---�_.._,..,._.___�.�_____.,.__..�.�.�______�,�,_._.._...,__— �_�,_..__.._._..__...,._._._________..._.^_---___..._.v._ <br /> 4980 5640 6270 7200 5610 6340 7030 8060 6240 7040 7790 <br /> ._.- —____....�_._�,__._;�_�___..___--._.__.T...__----------.�_....-r--- - -------r-- -------�--..�,_._.._—- •-----=-- <br /> � ' 6220 .' 7040 � 7840' " - . 7010 7920 ' 8790 - 7800 8800 � 9730 - <br /> I <br /> �P��pF A L,qB�i <br /> q <br /> •• • • � • • - � . `' PHILLIP J. 9 <br /> CO�P�ND /� <br /> U � `ENf3FCS�SIO�VAL <br /> � NO. � <br /> - 32035 <br /> p O� <br /> O @sS�Of1U�Ei1gn6 <br /> June 1,2015 <br /> • <br /> ,,,�,;,,.,�,�„p.�,,,,,,.,,«r Manufadurer's Installation Manual-June 2015 �g <br /> i <br /> i� <br />