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E LINES AND LEVELS SHOWN ON THE DRAWING WITH EXISTING <br />LEVELS FOR THE LOCATION AND CONSTRUCION OF THE WORK AND SHALL CALL <br />G S V DRAFTING TO ANY DISCRIPANCIES"BEFORE PROCEEDING WITH THE WORK, <br />@ VERIFICATION-ON SITE VERIFICATI~N OF A,l,.t"'PIMENSIONS AND CONDITIONS SHALL <br />BE THE REPONSIBILfTY OF THE CON~RACTOR AND SUB CONTRACTOR.NOTED <br />DIMENSIONS SHALL OVERIDE SCALE DW,oS."........ <br />'0/l."j v'.JI.,AJui,iY <br />ENVIRONMENTAL HEALTH DEPARTMENT <br />600 E.MAIN STREET <br />STOCKTON,CA 95202 <br />(209)468-3420 <br />PROPOSAL APPROVED SUBJECT TO:y <br />~OBTAIN SANITATION PERMIT/, <br />.OBTAIN WELUPUMP PERMIT <br />CONDITIONS NOTED f!!iit£.!Z ~~5~9;f:fJtFJIfA '.~' <br />I L E E~0 81 <br />RMINING LOCATION OF <br />E 0 E ME T. <br />,! <br />NI G DIVISIO <br />10E.Hazelton Ave. <br />site plan approved as <br />changes or modifications <br />de without written approval <br />i i ion. <br />~_BY~ <br />vlnlrOJillll1 )~ <br />SAN JOAQUIN COUNTY <br />ENVIRONMENTAL HEALTH DEPARTMENT <br />TABLE 2304.9.1 <br />fASTENING SCHEDULE <br />CONNECTION FASTEHIN~LOCAll0N <br />girder 3 -8d common (211t x 0.131") <br />3 -3"x 0.131"nails <br />3 -3"14 a e s les <br />toenail <br />2-8dcommon(21It x 0.131") <br />2 -3"x 0.131"nails <br />2_3"14 es les <br />toenail each end <br />or less to each joist 2 -8d common (21ft x 0.131")face nail <br />6"subfloor to each joist 3 -8d common (21/2"x 0.131")face nail <br />'orgirder 2 -16d common (311t x 0.162") <br />typical face nail <br />or blocking at braced <br />16d (31/2"x 0.135")at 16"o.c. <br />3"x 0.131"nails at 8"o,c, <br />3"14 gage staples at 12"o,c.' <br />3"-16d (31/2"x 0.135")at 16" <br />4 -3"X 0.131"nails at 16" <br />4 -3"14 a e s les r 16" <br />blind and face nail <br />braced wall panels <br />2 -1&1 common (3l/t x 0.162") <br />3 -3"x 0.131"nails -..I--~. <br />CONNECTION <br />17,Ceiling joists,laps over partitioi <br />(see Section 2308,10.4.1,Table <br />18.Ceilingjoists to parallel rafters <br />(see Section 2308.10.4.1,Table. <br />19.Rafter to plate <br />(see Section 2308.10.1,Table 2l <br />20.I"diagonal b~to each stud an <br />21.1"x 8"sheathing to each bearing <br />22.Wider than I"x 8"sheathing to e: <br />23 R.lilt~lft;.•...•..•.-------_..•