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18C-090 50 Gleason Rd S0
19' - 0"1A335' - 2 1/2"EQEQEQ6' - 6"6' - 6"6' - 6"1' - 0 3/8"4' - 2"2' - 6"1' - 0"2' - 5 13/16"6' - 0"line of existingdeck abovepin to existingfoundationpin to existingfoundationpin to existingfoundation1/2" anchorboltsmin 6' o.c. ¬ more than 12"from endsmin 6" embedment1/2" anchorboltsmin 6' o.c. ¬ more than 12"from endsmin 6" embedment1/2" anchorboltsmin 6' o.c. ¬ more than 12"from endsmin 6" embedment1/2" anchorboltsmin 6' o.c. ¬ more than 12"from endsmin 6" embedment10" x 6"beam pocketw/ min 4" of bearing10" x 6"beam pocketw/ min 4" of bearing28' - 0"11' - 7 3/8"18' - 4"19' - 0"24' - 0"28' - 0"0' - 8"1' - 4"0' - 4"0' - 4"8' - 0"8' - 0"8' - 0"2' - 6"2' - 6"2' - 6"2' - 6"3-1/2" conc.filled lall col.30"x30"x8" pier0' - 8"1' - 4"0' - 8"1' - 4"5' - 5"door cut out10' - 3"3' - 4"3' - 0"door cut out6' - 3"2' - 4 3/8"vent 142014' - 0"14' - 0"8' - 2 3/8"min 2" concreterat slab over 6'' ofcompcted fillmin 2" concreterat slab over 6'' ofcompcted filltyp 12" concsono-tube48" belowfin gradetyp 12" concsono-tube48" belowfin gradetyp 12" concsono-tube48" belowfin grade4" concrete floorover 6" compacted fill17' - 0"17' - 0"1/2" anchorboltsmin 6' o.c. ¬ more than 12"from endsmin 6" embedmentpin to existingcrawl space min 28" hgt6' - 0"4' - 0"4' x 28 openingto existingmin 2" concreterat slab over 6'' ofcompcted fill0' - 8"1' - 4"16" wide x 8"deepcont footingScaleProject numberDateDrawn byChecked byresidential design servicesnew construction - additions - renovationssouth hadley , ma. 01075413-210-8851 1/4" = 1'-0"10/23/2013 5:01:14 PMS0FoundationProject NumberN'HamptonGleason Rd.AuthorCheckerNo. Description Date 1/4" = 1'-0"1Foundation Plan AdditonPRODUCED BY AN AUTODESK STUDENT PRODUCTPRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCTPRODUCED BY AN AUTODESK STUDENT PRODUCT