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1541 BAvrCLAYS CALIFORNIA CODE G. tEGULATIONS <br /> TABLE 1 <br /> WOOD SHORINC FOR HARD OOMPACr SOIL <br /> UpsBrwes(Scrub) Stringer• <br /> at 8'on centen(O.C.) Maki) <br /> DEPTH _ <br /> (Feet) Hor'izmtal Wood Wood Sime(Inches) Wood <br /> Spacing _ size and 9ne <br /> _ (Feet) (Inches) Excavation Width(Feet) (Inches) <br /> 8 3 1 8 4 a 4 All widths <br /> S to 7 4 2110 4 1 4 <br /> up to lY <br /> 2 218 414 <br /> 8 4 00 4 14 up to 12'width <br /> Over <br /> 4 3 1 10 over 12r up to 1S', 6 1 8 <br /> 7 to 10 <br /> 2 3 : 8 616 6 : a <br /> 8 6 1 8 414 up to 8'width, ____ <br /> Over <br /> 4 4 1 5 ova 8'up to 15'. 8 1 8 <br /> 10 to 12 <br /> 2 3 : 8 6s6 8 : 8 <br /> 8 6 1 8 4 1 4 up to Br width, ___ <br /> Over <br /> 4 4 1 10 over(i'up 10 1S', 8 1 10 <br /> 12 to 15 <br /> 2 3 : 10 6:6 8 : 10 <br /> 8 6 a 10 616 up to 14'width _ <br /> Over <br /> 4 4 1 12 over 14'up to W. 61 12 <br /> 15 to 20 <br /> 4 3 : 12 818 6 : 12 <br /> ever See Section 1541(a�/6 <br /> /� ) arse•- Mar. Rona. <br /> 20 spacing OVO.c. UFtilh: <br /> GF-1`ERA1.NOTFS fnr TaM41 — <br /> c <br /> 1. Timber shall be`sclected limber"quality. <br /> (See Definitiors Section 1500 <br /> 2 Timber members of equivalent "section �—y %=.a= =t• <br /> modulus"may be substituted for uprighb and <br /> stringer shorn in time tables <br /> 3 These tables stay be modified by a civil z LT--� <br /> engineer in accordance with Sections <br /> 1541(ax61 <br /> 4. Stringers shall be placed to develop maximum <br /> strength(with�*g side horizontally) <br /> •tD�il � <br /> • Optional <br /> •• See Section 1541(c)8 for exception <br />