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NOTE. <br />All headers 2-2x10's unless <br />noted otherwise <br />NOTE. <br />3" bearings ea, end <br />of all micro - lam beams, <br />and headers w/ spans of <br />1-0" or greater, <br />runless noted) <br />NOTE, <br />provide solid bearing uncle. <br />all beams, headers, girders <br />down to foundation. <br />NOTE: <br />truss 4 joist mfg to verlfy <br />size 4 spacing of all trusses/ <br />Joist. <br />NOTE, <br />basement foundation walls moved in <br />2" for rigid Insulation applied <br />to exterior. see detail <br />O <br />8"x42" poured walls <br />top e" a 6" wide <br />20k e," footing <br />24-E" <br />UNEXCAVATED <br />1/2" anchor bolts a 72' o <br />sill plate sections red, min, 2 anchors <br />one within 4" to 12" of ea, end. <br />10'442" poured walls <br />top 8" 9 6" wide <br />20"x e" footing <br />0 <br />a'-4" <br />6"x96" poured walls <br />'.top 8"e 6" wide <br />foundation sealant <br />20"x e" footing <br />16'-2 I/2" M.0 <br />entered <br />29'-10" <br />6x6 treated post <br />12"x42f efooting <br />W/ flair 9 bottom to <br />-2x10's treated <br />deck above `4 <br />see detail 16' 6" 'n <br />2,46 stud wall w/o <br />8"x42" poured wall <br />top 4"9 6" wide <br />20"x 8" footing <br />provide floor support <br />FUT. FAMILY RM. <br />3 1/2" concrete floor <br />walls <br />If finished <br />2,1 stud wall W/ <br />mid span blocking <br />I cor,4" curb block <br />16"x 8" footing <br />STORAfsE <br />8"x96" poured walls <br />tope •e 6" wide <br />foundation sealant <br />20"x 8" footing <br />NOTE: <br />basement foundation walls moved in <br />2" for rigid insulation applied <br />to exterior. see detail <br />\\2x2 furring landing <br />wall <br />6"x42" poured wall <br />16"x8" footing <br />FL/T. BEDROOM <br />MECHANICAL <br />drain <br />FURN. <br />T <br />8"x96" poured walls <br />top 8". 6" wide <br />foundation sealant <br />20"x e" footing <br />FUT. BEDROOM <br />8'x96" poured wall <br />foundation sealant <br />20"x 8" footing <br />FOUNDATION PLAN <br />scale I/4" = I'-0" page 2 of 4 <br />NOTE. <br />contractor to verify all notes, <br />conditions, and dimensions, and <br />be responsible for the same. <br />