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Execute special inspection 4.10 Dimension foundation per UBC <br /> Y� agreement.Agreement attached. Table 18-1 C: <br /> UBC Section 1701.5,1-15.. Floors <br /> r--W-1 }�1✓� Supported Stemwall Width Depth' <br /> f`! 1 6•• 12'• 12„ <br /> If hold-downs are required, note on <br /> plan that hold-down anchors and <br /> 2 8" 15" 18" <br /> e4�00 mudsill bolts must be tied into place <br /> 'Depth is below undisturbed soil. <br /> prior to foundation inspection. UBC <br /> UBC Section 1806.1. <br /> Section 108.5.2. <br /> 4.11 Provide two #4 reinforcing bars in <br /> 4.5 Provide footings complying with <br /> all footings. Locate one 3"from top <br /> Table 18-1-C beneath all interior <br /> of stemwall and one 3" clear of soil <br /> bearing walls. in bottom of footing. S.J.Co. Ord. <br /> #3180. <br /> 4.6 Provide footings and columns for <br /> concentrated loads imposed by 4.12 Indicate that foundation sills shall <br /> be pressure treated or equal. UBC <br /> girder trusses and beams. <br /> Section 2306.4. <br /> 4.7 Specify size, I.C.B.O. number and <br /> manufacturer of power driven pins 4.13 Show foundation bolt size and <br /> to fasten sills to concrete. Show spacing. A minimum of 112" <br /> end distance and spacing. nominal diameter x 10" steel bolts <br /> embedded at least 7" into the <br /> 4.8 Provide a minimum pin size of concrete and spaced not more than <br /> 0.145"x 2-518"spaced 18"on center 6' apart.. Plate washers a minimum <br /> at interior braced wall panels. of 2" x 2" x 3116" shall be used on <br /> each bolt. Section 1806.6,1806.6.1 <br /> 4.9 Note on plans that foundations <br /> supporting wood shall extend 6" 4.14 Show locations of hold-downs on <br /> minimum above finish grade. UBC foundation plan, shear wall mudsill <br /> Section 1806.1. bolt spacing, and shear wall <br /> segment lengths. <br /> PEP- 1Zt'k--L4 S'W y-)fio <br /> 7 <br />