Laserfiche WebLink
3 4 7"--{ 6 1/2" E--1 1• I 4 1N. 1" MIN_ 1" ' I_ 4 <br />I I MIN. MIN. Tf TI MIN.IN. MIN. <br />11 II 27 27 3/4- MIN. 27 <br />11 11 2 7/16" T-�WMR 2 7/16" i-MagWR T-u+au <br />A I� �I A _ J <br />B III III B 1 2 4 7/8" 4 7/8" } - 4 7/8" 2 N3/4 <br />C III III C MAX. 2 7/, 6.• T 1 <br />_ANCHOR 6" MIN. 2 7/16" <br />T 3/4 MIN. <br />SCREW/BOLT ' i 1/2" CONCRETE SCREW EDGE DISTANCE <br />PER ELEVATION PER "ANCHOR 1/2" SCREW 3/8" SCREW <br />REQUIREMENTS TABLE" EXTERIOR OR BOLT OR BOLT <br />CONCRETE EDGE % PER " EXTERIOR PER EXTERIOR <br />SUBSTRATE BY "ANCHOR SECTION "B—B" (INTO STEEL) "ANCHOR SECTION "C—C' <br />OTHERS PER SECTION "A —A" (INTO CONCRETE) REQUIREMENTS SCALE: 1/4 FULL REQUIREMENTS (ALTERNATE INTO STEEL) <br />® STANDARD T—ANCHOR "ANCHOR SCALE: 1/4 FULL TABLE" TABLE" SCALE: 1/4 FULL <br />REQUIREMENTS <br />SCALE: 1/4 FULL TABLE" 1' <br />-nr --n4 -�I T-NCHOR 1" MIN. �^�--4MIN. 1" MIN. <br />II II <br />II II <br />E 11 �I E <br />F II III F <br />;;T <br />A <br />C <br />HOR <br />SCREW/BOLT ' <br />PER ELEVATION <br />1 <br />CORNER T—ANCHOR <br />SCALE: 1/4 FULL <br />2 71/16" <br />4 7/8- <br />1/2- <br />MAX. <br />6" MIN. <br />T EDGE DISTA <br />SUBSTRATE BY <br />OTHERS PER ! <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />n n <br />II II <br />G III III G <br />H III III H 1/2" <br />I 63 MAX. <br />1/2" <br />CONCRETE <br />SCREW PER <br />2 71/16": <br />- "FRAME <br />ANCHOR <br />4 7/8" T <br />1 <br />REQUIREMENTS <br />TABLE" <br />Q 6" MIN. <br />EDGE DISTANCE <br />1/2" SCREW - <br />OR BOLT <br />PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />SCALE: 1/4 FULL <br />1/2" CONCRETE SCREW PER <br />"ANCHOR REQUIREMENTS �( <br />4 3/4" <br />SECTION "E—E" (INTO STEEL <br />- SCALE: 1/4 FULL <br />�� 3/8" SCREW OR <br />BOLT PER "ANCHOR 49 <br />REQUIREMENTS <br />r EMENTS �_oR <br />3/4" TABLE" t 3/4" MIN. <br />3 1/4" 4 3/4" <br />' U-ANCHOR I III -`O-XSCREW/BOLT <br />PER ELEVATION Ja <br />4 3/8" MIN. <br />SUBSTRATE BY EDGE DISTANCE <br />OTHERS PER CONCRETE <br />"ANCHOR EDGE EXTERIOR <br />REQUIREMENTS <br />DOOR JAMB U—ANCHOR TABLE" SECTION "G—G" (INTO CONCRETE) <br />SCALE: 1/4 FULL SCALE: 1/4 FULL <br />EXTERIOR " <br />SECTION "H—H" (INTO STEEL) <br />SCALE: 1/4 FULL <br />1 3/8" MIN. <br />1 3/8' MIN. <br />3/4" MIN_ <br />i" 4 1/2" 1' <br />MIN. MIN. MIN. <br />4 7/8" 2 3/4" <br />MIN. <br />3/8" SCREW - <br />OR BOLT <br />PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />SECTION "F—F" <br />(ALTERNATE INTO STEELa <br />SCALE: 1/4 FULL <br />THIS SHEET IS DEDICATED <br />TO MULTI -SPAN & <br />REINFORCED <br />SINGLE -SPAN ANCHOR <br />CONDITIONS <br />Q <br />,j Y�M� <br />Z<w <br />3 c>=Nv <br />z EDoo <br />~¢ woc�in <br />j ao-m <br />U <br />o c, o <br />o zm <br />m �m <br />w <br />w o 0.! <br />_p a <br />M Wz <br />n�z <br />o <br />NFU 6a <br />8 OF <br />