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L541 BARCLAYS CALIFORNIA CODE OF REGULATIONS <br /> . TABLE ! <br /> WOOD SHORING FOR HARD OOMPAGT SOIL <br /> Vpftbh ce <br /> Brar(Souks) StsmE+rr' <br /> at 8'on ewtess(ac) (w• ) <br /> DEPTH <br /> (Fmi) Horizontal Wood Wood Size(Inch) Wood <br /> Si= MA Sise <br /> ( )j (Inches) Excavation Width(Feiet) (Incl) <br /> 8 3 x 8 4 a 4 A)1 widths <br /> 3to7 4 4z 30 4x4 <br /> up to 15' <br /> 4 2s8 4 : 4 <br /> 8 4 z 10 4 x 4 up to Ir width, ...__ <br /> Over <br /> 4 3110 ovsr 1S'up to 15. 6 : 8 <br /> 7 to 14 <br /> 4 31 6x6 6x8 <br /> s 6 z 8 4 x 4 up to 8'width - <br /> oYer <br /> 4 4 x 8 ora0'upto15'. 8 x 8 <br /> 10 to 12 <br /> S 3 x 8 6x6 8 x 8 <br /> 8 6 x 8 4x4uptoWwrAth. —� <br /> Over <br /> 4 4 it 10 over 6'up to I5'. 81 10 <br /> 12 to 13 <br /> 2 31 10 6x8 92 10 <br /> 8 6 x 10 6 x 6 up to 14'width, __- <br /> Over <br /> 4 4 x 12 over 14'up to W. 6 x 12 <br /> 15 to 20 <br /> 3z 12 8x8 6xI2 <br /> over See Section 1541 a 6 <br /> �{ ! arae Mar Inras. <br /> 20 •p�cse� fa•• c LrcajR: i <br /> CFNER{1 NOTTFS fne TaNr 1 <br /> a <br /> I Timber shall be-sek-ded lumber"quality <br /> (See Defintiwm ectron 155 4) <br /> 2 Timber =cmbm of equivalent "section �— :s:,icz-�• <br /> modulus" may be substituted for uprighb and . : : <br /> stringers jwwn in thaw tables x <br /> 3. These tables may be mo6fmd by a civil <br /> engineer is accordance with Section <br /> 1541tak61 �_�""' <br /> 4. Stringers shall be placed to devekp masimum <br /> strength(rush long mde honzontallyl <br /> • Optional <br /> •• See Section 1541(c)8 for exception <br />