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1"---d 6 1/2" �-- 1 1" MIN_ <br />t 11 11 j t <br />J 1 2 7/16" r- 2ANC CR <br />I� �I / _ <br />r- 2u+e ioa . M 1 II 1 I M 11a 2- T <br />a 7 2 7/1 s' <br />15" MIN. <br />T-ANCHOR EDGE DISTANCE <br />3/8" CONCRETE SCR <br />SCREW/BOLT IL <br />4 1/2" 1MIN. 1" 4 -I —L 1" <br />MIN. MIN. MIN- <br />'� IT MIN. <br />27 1 3 4 MIN. 27 <br />r wcHo4 7/8" 2 MIN4 r-nNc <br />PER ELEVATION <br />PER ANCHOR <br />REQUIREMENTS <br />EXTERIOR <br />3 B SCREW) <br />OR BOLT PER <br />TABLE" <br />ANCHOREXTERIOR <br />t <br />SUBSTRATE BY <br />CONCRETE EDGE <br />REQUIREMENTS SECTION "K—K" <br />(INTO STEEL) <br />OTHERS PER <br />SECTION "J—J" (INTO CONCRETE) <br />TABLE" SCALE: 1/4 FULL <br />STANDARD T—ANCHOR <br />'ANCHOR <br />REQUIREMENTS <br />TABLE" <br />SCALE 1/4 FULL <br />/ <br />3 4 <br />3 1 2" MIN. <br />/ <br />EDGE DISTANCE� <br />3 1/2�_- <br />_ 1" <br />SCALE: 1/4 FULL <br />1 1/2" 4 1/4" 1 1/2" 11 <br />II II <br />5/8 <br />"� 5/e" II I <br />N I� 0 SCREW/BOLT <br />�3/4R MIN. i/2" P II II P PER ELEVATION <br />1 . Q MAXIII I) Q 28 <br />II <br />F-ANCHi <br />4 7/8" 2 MIN4 <br />1/4" SCREW-/ <br />INTO METAL <br />EXTERIOR <br />STUD OR <br />SECTION "M—M" <br />SCREW INTO (INTO <br />METAL STUD OR WOOD) <br />WOOD PER ' <br />SCALE 1/4 FULL <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />3 1/2"+ 1" <br />2 3/4" 4 7/8" <br />MIN. <br />`- 1/4" SCREW PER <br />EXTERIOR ANCHOR REQUIREMENT <br />SECTION "P—P" TABLET <br />(ALTERNATE INTO STEEL) <br />SCALE: 1/4 FULL <br />SUBSTRATE BY <br />OTHERS PER <br />ANCHOR <br />REQUIREMENTS <br />TABLE" <br />F—ANCHOR (FRAME MEMBER ENDS) <br />SCALE 1/4 FULL <br />T F-ANw°" T 1 3/8 <br />MIN. <br />1 3/8" <br />1 1 MIN. <br />�1/4" SCREW PER <br />S EXTERIOR ANCHOR REQUIREMENTS <br />SECTION "Q—Q" TABLE" <br />(INTO METAL STUD OR WOOD) <br />SCALE: 1/4 FULL <br />F- Boa 2 7/16" l <br />4 7/8' <br />7 2 7/16" <br />1/4' SCREW J <br />OR BOLT P EXTERIOR <br />PER <br />SECTION "L—L" <br />REQUIREMENTS (ALTERNATE INTO STEEL) <br />TABLE" SCALE 1/4 FULL <br />3 1/2' i I--1" <br />5" MIN. \-3/8" CONCRETE <br />EDGE DISTANCE SCREW PER <br />"ANCHOR <br />REQUIREMENTS <br />EXTERIOR TABLE" <br />EDGES <br />SECTION "N—N" (INTO CONCREfEk <br />SCALE: 1/4 FULL <br />THIS SHEET IS DEDICATED <br />TO NON -REINFORCED <br />SINGLE -SPAN ANCHOR <br />CONDITIONS <br />F con I 2 7/16' <br />4 7/8 <br />2 7/16" <br />3/8" SCREW OR BOLT <br />PER "ANCHOR <br />EXTERIOR REQUIREMENTS TABLE" <br />SECTION "0-0" (INTO STEEL) <br />SCALE: 1/4 FULL <br />05 <br />Zoo <br />MID <br />w- <br />Z�� <br />IL cgs <br />w <br />ggg " <br />N3m <br />y <br />smo <br />NZ 3 <br />A ji <br />3+u <br />9 OF 18 <br />