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IL <br />i II II <br />K K <br />L III III L ,/2" <br />III M MAX_ <br />T-ANCHOR <br />SCREW/BOLT ' <br />PER ELEVATION <br />19 STANDARD T—ANCHOR <br />SCALE: 1/4 FULL <br />1 1/2" 4 1/4' <br />5/8"� <br />3 4" MIN. <br />7/8. 2 3/4' <br />MIN. <br />1/2"— I— 1" 1" MIN. 4 1/2" 1 1" MIN. 1" I 4 1/2" <br />MIN. MIN. MIN. <br />27 27 3 4 MIN. <br />2 7/16" T-AN - <br />T-ANCHOR <br />4 7/8" i T _lw 4 7/8' 2 3/4 <br />2 7/16" I MIN. <br />T 5" MIN. <br />3/8" CONCRETE SCR EDGE DISTANCE <br />PER "ANCHOR 3/8" SCREW <br />REQUIREMENTS EXTERIOR OR BOLT PER <br />TABLE" "ANCHOR EXTERIOR <br />SUBSTRATE BY CONCRETE EDGE REQUIREMENTS SECTION "K—K" (INTO STEEL) <br />OTHERS PER SECTION "J—J" (INTO CONCRETE) TABLE" SCALE: 1/4 FULL <br />"ANCHOR SCALE 1/4 FULL 3 1/2" MIN. <br />TABLEREMENTS EDGE DISTANCE N 3 1/2 1" <br />1/2" + II II <br />_ 5/8. N I f7 I 0 <br />1 <br />P III III P <br />F MAX. Q III II Q <br />SCREW/BOLT <br />PER ELEVATION <br />SUBSTRATE BY <br />, <br />� <br />OTHERS PER <br />3/4"" MIN. <br />"ANCHOR <br />27 <br />T-ANCHOR <br />REQUIREMENTS <br />1/4" SCREW <br />INTO METAL EXTERIOR <br />TABLE" <br />k F—ANCHOR <br />(FRAME MEMBER <br />ENDS) <br />STUD OR SECTION "M—M" <br />SCALE 1/4 FULL <br />SC16 REW INTO (INTO METAL STUD OR WOOD) <br />WOOD PER SCALE: 1/4 FULL <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />I I I I I -"T 41 3/8 <br />2 3/4" MIN. <br />4 7/8" -®- 4 7/8" <br />MIN. 1 1 1 MINE" <br />� 1/4" SCREW PER ( EXTE�-1 /4" SCREW PER <br />EXTERIOR "ANCHOR REQUIREMENTS 21 RIOR "ANCHOR REQUIREMENTS <br />SECTION "P—P" TABLE" SECTION "0—O" TABLE" <br />(ALTERNATE INTO STEEL) (INTO METAL STUD OR WOOD) <br />SCALE: 1/4 FULL SCALE: 1/4 FULL <br />7/16" <br />1/4" SCREW---' <br />1" <br />MIN. <br />OR BOLT P 11 EXTERIOR <br />PER "ANCHOR SECTION "L—L" <br />REQUIREMENTS (ALTERNATE INTO STEEL <br />TABLE" SCALE: 1/4 FULL <br />3 1/2- 1 " <br />28 2716' <br />F-ANCHOR / <br />-{- 4 7/8" _ + 4 7/8„ <br />2 7/16" <br />2 7/16" <br />5" MIN. 3/8' CONCRETE 3 8 <br />EDGE DISTANCE SCREW PER / SCREW OR BOLT <br />ANCHOR PER "ANCHOR <br />REQUIREMENTS EXTERIOR REQUIREMENTS TABLE" <br />CONCRETE EXTERIOR TABLE" SECTION "0-0" (INTO STEEL) <br />EDGES SCALE: 1/4 FULL <br />SECTION "N—N" (INTO CONCRETEa <br />SCALE: 1/4 FULL <br />THIS SHEET IS DEDICATED <br />TO NON —REINFORCED <br />SINGLE —SPAN ANCHOR <br />CONDITIONS <br />WE?, * i <br />•• <br />•' P� ••• '• y/ " <br />'� • Lo <br />V 'Qr co <br />U. ' .�'y •' <br />e <br />z <br />��2 <br />0Day.o <br />Z&t> 0 <br />In 4Z':0 <br />w <br />OF 18 <br />