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1" 6 1/2" � 1" <br />27 1" MIN. - <br />II I 12 7/16" <br />I 11 a 7/8" -- <br />D I►� �1 D <br />E III III E " 2 7/16" <br />F III III IF1/z1/2 <br />5" MIN. <br />T-ANCHOR T EDGE DISTA <br />SCREW/BOLTli,' <br />' PER ELEVATION <br />SUBSTRATE BY <br />\ OTHERS PER I <br />/ CORNER T—ANCHOR "ANCHOR <br />REQUIREMENTS <br />SCALE: 1/4 FULL TABLE" <br />S <br />S <br />T <br />II If <br />T <br />U <br />II II <br />U <br />V <br />II II <br />v <br />1 <br />1 2 <br />29 <br />u-ANCFOR <br />63 MAX. <br />U 'ANCHOR <br />SCREW/BOLT <br />PER ELEVATION <br />SUBSTRATE BY <br />OTHERS PER <br />"ANCHOR <br />REQUIREMENTS <br />16�1)00R JAMB U—ANCHOR TABLE" <br />SCALE: 1/4 FULL <br />3/8" SCREW OR <br />BOLT PER "ANCHOR <br />REQUIREMENTS <br />3/4" MIN. <br />4 <br />EXTERIOR <br />ERIOR I .' <br />SECTION "U—U" (INTO STEEL) <br />SCALE: 1/4 FULL <br />T-ANCHOR <br />3/8" <br />CONCRETE <br />SCREW PER <br />2 7/16" <br />- "FRAME <br />4 7/8"+ <br />ANCHOR <br />REQUIREMENTS <br />TABLE" <br />Q 5" MIN. <br />EDGE DISTANCE <br />3/8" SCREW - <br />OR BOLT <br />PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />SECTION "W—W" (INTO CONCRETE <br />SCALE: 1/4 FULL <br />3/8" CONCRETE <br />SCREW PER <br />ANCHOR <br />4 3/4" REQUIREMENTS 63 <br />1 TABLE" <br />4 1/2" 1" MIN. <br />MIN. 1" <br />7R-11T1 1 MIN. <br />SECTION "X—X" (INTO STEEL <br />SCALE: 1/4 FULL <br />3/4' <br />3 1/4" <br />_ 3 7/8" MIN. <br />EDGE DISTANCE <br />CONE-�CRET <br />EDGE <br />EXTERIOR + <br />SECTION "S—S" <br />(INTO CONCRETE AT <br />4 7/8" 2 3/4" <br />MIN. <br />1/4' SCREW - <br />PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />3 MIN. <br />EDGEE DISTANCE I _' <br />3/B" CONCRETE <br />SCREW PER <br />"ANCHOR <br />4 3/4" REQUIREMENTS 63 <br />TABLE" <br />4 1/2' = j-� 1" <br />MIN. `r _I MIN. <br />SECTION "Y—f <br />(ALTERNATE INTO STEED <br />SCALE: 1/4 FULL <br />r 3/4' <br />3 1/4" <br />3 J" MIN. <br />EDGE DISTANCE <br />1/4" SCREW PER INTERMEDIATE MEMBER) SECTION "T—T" <br />SCALE: 1/4 FULL <br />"ANCHOR (INTO CONCRETE AT <br />REQUIREMENTS 29PERIMETER SIDE JAMB MEMBER) <br />TAR] F" ��_ANf:N(IR 1-1/2- <br />1 3/8" MIN. 4 3/4" <br />1 3/8" MIN. <br />14' MIN. <br />IXTERIOR " <br />SECTION W—V" <br />(INTO METAL STUD OR WOOD) <br />SCALE: 1/4 FULL <br />SCALE: 1/4 FULL <br />THIS SHEET IS DEDICATED <br />' 1/4" TO NON -REINFORCED <br />? ZP . ..ti <br />' 1/4" SINGLE -SPAN ANCHOR e y A, ' - <br />CONDITIONS W <br />=�•� c* <br />.5 O m <br />*�piPi3�``��> <br />.m <br />n <br />o <br />N �c <br />�, SSSSSS�z <br />10 - 18 <br />