Laserfiche WebLink
A <br />II II <br />II II <br />I� �I <br />A <br />B <br />I II II I <br />B <br />, <br />C <br />III <br />C <br />III <br />MAX. <br />■ T-ANCHOR • <br />SCREW/BOLT ' <br />PER ELEVATION <br />STANDARD T-ANCHOR <br />SCALE: 1/4 FULL <br />J II II <br />r II II <br />E I� 111 E <br />\F i II II I <br />■ T-ANCHOR • <br />SCREW/BOLT <br />PER ELEVATION <br />1 _\i <br />CORNER T-ANCHOR <br />SCALE: 1/4. FULL <br />1" --{ 6 1/2" F— 1" 1" a. 4 1/2" 1' MIN. <br />I I MIN_ <br />27 <br />2 7/16" T-ANCHOR 2 7/16" r-.a <br />4 7/8' —1 — - T 4 7/8" + - <br />Z I 12 71/16" <br />T 1 2" CONCRETE SCREW 6" MIN. J� <br />PER "ANCHOR EDGE DISTANCE <br />1/2" SCREW <br />REQUIREMENTS TABLE" EXTERIOR OR BOLT EXTERIOR <br />CONCRETE EDGE (> <br />SUBSTRATE BY PER <br />'ANCHOR SECTION "B-B" (INTO STEEL) <br />OTHERS PER SECTION "A -A" (INTO CONCRETE) REQUIREMENTS SCALE: 1/4 FULL <br />"ANCHOR SCALE: 1/4 FULL TABLE" <br />REQUIREMENTS <br />TABLE" 1" --y 6 1/2' <br />1" 4 1/2" 1" <br />MIN.— MIN_ MIN. <br />4 7/8" 2 3/4' <br />MIN. <br />3/B" SCREW-' <br />OR BOLT ro EXTERIOR <br />PER "ANCHOR SECTION "C-C" <br />REQUIREMENTS (ALTERNATE INTO STEEL) <br />TABLE" SCALE: 1/4 FULL <br />r-Antswrs <br />1" MIN. <br />MIN. <br />1" MIN. <br />1' <br />2 7/16' <br />CONCRETE <br />27 MIN. <br />a 7/a" <br />- <br />SCREW PER <br />2 7/16" <br />4 7/8" <br />T_ANCKR <br />3 4 MIN. <br />2 7/16' <br />ANCHOR <br />4 7/8" <br />2 3N. <br />MAX <br />REQUIREMENTS <br />TABLE" <br />2 7/16" <br />IN. <br />�1 6" MIN. <br />EDGE DISTANCE <br />a <br />6" MIN. <br />� EDGE DISTANCE <br />�,11— <br />3/'' ""'''• <br />C,3 <br />SUBSTRATE BY <br />OTHERS PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE' <br />SCALE: 1/4 FULL <br />1/2" CONCRETE SCREW PER <br />ANCHOR REQUIREMENTS 49 r 3/4" <br />G II II G <br />H II II H <br />1/2 <br />29 I 63 �. � 4 3/4" 63 I 3 1/4' <br />H-ANCHOR <br />in <br />= <br />SCREW/BOLT <br />PER ELEVATION = 4 3/8" MIN. <br />SUBSTRATE BY EDGE DISTANCE <br />OTHERS PER CONCRETE <br />"ANCHOR EDGE EXTERIOR I <br />REQUIREMENTS <br />DOOR JAMB U-ANCHOR TABLE" SECTION "G-G" (INTO CONCRETE) <br />SCALE: 1/4 FULL SCALE: 1/4 FULL <br />1/2 SCREW - <br />OR BOLT <br />PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />SECTION *E--E" (INTO STEEL <br />SCALE: 1/4 FULL <br />3/8" SCREW OR <br />BOLT PER ANCHOR <br />REQUIREMENTS u-u+riOR TABLE" 3/4" MIN. <br />—� I r <br />1 1 3/8" MIN. <br />4 3/4" 63 <br />1 �I 1 3/8" MIN. <br />1 <br />EXTERIOR `" <br />SECTION "H-H" (INTO STEEL) <br />SCALE: 1/4 FULL <br />3/4" MIN. <br />3/8" SCREW - <br />OR BOLT <br />PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />4 1/2" � 1" <br />MIN. MIN. <br />SECTION "F-F" <br />LALTERNATE INTO STEEL) <br />SCALE: 1/4 FULL <br />THIS SHEET IS DEDICATED <br />TO MULTI -SPAN & <br />REINFORCED <br />SINGLE -SPAN ANCHQA, <br />CONDITIONS *1134" <br />VMS <br />z Soo <br />a W'n�� <br />zz �Z <br />� Y <br />o c� o <br />IID Z to <br />W <br />a b <br />n g 03 <br />M Hz gg <br />L) Imo <br />n U) € <br />3 cOi <br />SHEEP NO. <br />8 OF 18 <br />