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8 <br />II II <br />I 2 7/16" <br />I I 11 <br />q 7/8^ <br />D <br />E <br />16 �I <br />III III <br />D <br />E <br />1/2. 2 7/16" <br />F <br />I ►I III <br />F <br />MAX. <br />5" MIN. <br />T-ANCHOR <br />SCREW/BOLT <br />T <br />I EDGE DISTA <br />' <br />PER ELEVATION <br />SUBSTRATE BY <br />OTHERS PER I <br />CORNER T-ANCHOR <br />"ANCHOR <br />SCALE: 1/4 FULL <br />REQUIREMENTS <br />TABLE" <br />27 1" MIN. - <br />T-MCHDR <br />3/8" <br />CONCRETE <br />77/16- <br />SCREW PER <br />2 <br />- "FRAME <br />1 <br />4 7/8"� <br />ANCHOR <br />REQUIREMENTS <br />TABLE" <br />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 />S TT S 3/8" CONCREI <br />T I II U SCREW PER <br />U I I ANCHOR <br />V II II V 4 3/4' REQUIREMENTS <br />1/2" TABLE" <br />g� 63 MAX. <br />U-ANCHOR <br />SCREW/BOLT <br />PER ELEVATION <br />SUBSTRATE BY <br />OTHERS PER <br />"ANCHOR <br />REQUIREMENTS <br />DOOR JAMB U-ANCHOR <br />TABLE" <br />SCALE: 1/4 FULL <br />3/8" SCREW OR <br />BOLT PER "ANCHOR <br />REQUIREMENTS <br />z Ia" LAW <br />4 <br />EXTI ERIORI <br />SECTION "U-U" (INTO�EEL)"U-U" (INTO�EEL) <br />SCALE: 1/4 FULL <br />4 1/2" <br />MIN. <br />SECTION "X-X" (INTO STEEL <br />SCALE: 1/4 FULL <br />3/4" <br />3 1/4" <br />_j3 7/8" MIN. <br />li� EDGE DISTANCE <br />CONCRETE ✓ <br />3 1/2" MIN. <br />EDGE DISTANCE <br />3/8• CONCREI <br />SCREW PER <br />"ANCHOR <br />4 3/4" REQUIREMENTS <br />I TABLE" <br />1" MIN. <br />1" 4 1/2" 11" <br />n ! MIN.MIN. — I MIN. <br />4 7/8" 2 3/4" <br />MIN. <br />1/4" SCREW - <br />PER <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" <br />SECTION "Y-Y" <br />(ALTERNATE INTO STEEL) <br />SCALE: 1/4 FULL <br />, 3/4• <br />3 1/4" <br />EDGES EXTERIOR I _ 3 7/8" MIN. <br />EDGE DISTANCE <br />SECTION "S-S" CONCRETE <br />(INTO CONCRETE AT EDGES EXTERIOR <br />INTERMEDIATE MEMBER) <br />1/4" SCREW PER SECTION "T-T" <br />"T-T <br />SCALE: 1/4 FULL <br />"ANCHOR (INTO CONCRETE AT <br />REQUIREMENTS 29 PERIMETER SIDE JAMB MEMBER) <br />TABLE" /o-"amwR r 1/2" 4 FUL <br />1 3/8" MIN. 4 3/4" <br />1 3/8" MIN. <br />14" MIN. EXTERIOR ��� n <br />SECTION "Y-Y"Y-Y" <br />(INTO METAL STUD OR S�D ORWOOD) <br />SCALE: 1/4 FULL <br />SCALE. 1/ L <br />' 1/4• <br />THIS SHEET IS DEDICATED <br />' 1/4• <br />TO NON —REINFORCED <br />������.�•••• ••••N�,� =; <br />1 1/4" <br />SINGLE —SPAN ANCHOR <br />o A", V o o: <br />CONDITIONS <br />=� �� a o z <br />1 / 2• <br />M, ; O AZI. `0 <br />Go <br />•cd <br />'''�kMnip0o�`!` <br />z¢rn <br />oo� <br />J �zUM u-) <br />J VDU' O� <br />¢ 3 0 om=viv <br />ZQ W UIx <br />O <br />D N Z <br />� a <br />cn <br />4 <br />o 00 <br />0 zoo <br />m rm m <br />wz�BH <br />c� <br />0 Lz, 4 11 <br />'D wa S <br />� Wz <br />�� <br />U g <br />n Nz 3z <br />SHEET NO. <br />10 OF 18 <br />