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<br />.....' ... ..... IIIV''', ".... 1,J4."'U.~j."". <br /> <br />nil UH.vr. L:IL (f <br /> <br />141 O:eO <br /> <br />FOUNDArip:H AND SUPPORT REQUI.REMENTS (Cc'ntlnued) <br /> <br /> <br />Pier <br />Speoffttl <br />una. <br />MIl," <br />I........ <br />(fL) <br /> <br />TABLE 2 <br />PIER LOADING UNDER M'I,IN I-BEAMS <br />DOUBLe-WIDE HOI:"!S <br />.. 6 11'1 wtDII 0.... U' WIDI HOMES <br />,.. R ~ ~I ~ .. LOId .... L.-d .... L.aed .... L.-d PIIr LOIICI <br />(1M) tLM) (\.be) (.....) (!.be) CLM) <br />20 PIF 10 PI' 40'" 1Cl"" 30 'If 40 'SF <br />Root . "oof "oof Roof Roof ROOf <br />Zone Zone Zone Zone Zone Zone <br /> <br />NOTES: <br />1. Se. Table 4 for minimum footlnU ,Iae baUd on pier loads and allowable 1011 bearing capacitiel, The footing eiz.. and <br />pier loads are minimum. requlrucl for the .~lIcabl. condltiona. The footi;-,g 'hall not be .maller than the pter It supports <br />0( ,.. Iquare inclhee. <br />2. The max6mum ,peeing Of 'upp:ra.. not to exoeed 10 f..t. <br />3, Where it Is impractIcal to maln:taIn spacing, .uCh .. In the axltl .rea, the everage of the dietanee to each adjacent <br />support may be uMCI to de,,",'" IIYpport requirements: for example: If ..,. ~tance. to the adjacent support I were <br />e'.()I' and 8'..()", the aver.ge .C1ng WOUld be 7'..()". <br /> <br />S' .0- 8'-0" <br />Ie 'I C >1 <br />1 . I ! <br />pterA Plo, a PierC <br /> <br /> <br />Th. aV8l1lg8 speclng tor pler 8 'lYOUld be (8 + e) 12 . 7 h., tneretor., <br />p~r B ~1cI be dRlgnecI tor. 7 It. pier .paclng. <br />4. Concentrated loacIIat marriage. line (1M TatH 3). <br />5, The Iut h In 1he above TabI', " the wetght per foot each malri l~b'l1ll'l'l ie carrying. Multiply thll number by the span <br />· pier fa carryfng to de1armlnetl'le required capacity of that pier, <br /> <br />" <br />