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u .. <br /> ANCHOR CHART <br /> MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-2000 FRAMING <br /> +50/-50 PSF DESIGN LOAD <br /> 3' 3' <br /> � � 3' 3' <br /> � ,i 12' i �12'''� .._, _. . ` � <br /> , 6� I�6� � <br /> I I k <br /> -f- _f�- �.._._ --� � �-- <br /> _ = 3 <br /> � � <br /> v w �w TYPICAL ANCHORS: <br /> m= ---- ---- M= m <br /> ---- CONCRETE SUBSTRATE: <br /> tn f in f 1/4'TAPCON WITH 1 1/4°PENETRATION MANUALCOMP <br /> m¢ m¢ WITH 2'MIN.EDGE DISTANCE <br /> � � ---- °� <br /> STEEL OR METAL SUBSTRATES: Q � <br /> 174'TEKS/DRILL FLEX SELF DRILLING SCREWS O � <br /> � WITH 3/4'MIN.EDGE DISTANCE ? � <br /> � K <br /> ___ j -_ --- WOOD STRUCTURE: � � <br /> 6, g. #14 WOOD SCREW � c� <br /> � 8, WITH 1'MIN.EDGE DISTANCE � � <br /> �}_..._h_. <br /> e_ <br /> r � �'� <br /> 3• 3• — 2� <br /> 'I f-i � 3• 3� m �a <br /> � 6 C 12y 12' I ;{,•' . 6' � I i6' � <br /> � ==4� �4- � ==4- _f-= � <br /> -- � - - <br /> � <br /> I <br /> i <br /> � NO REINFORCEMENT <br /> ___ � ` --= p� <br /> . rFam Lc"J� <br /> � N <br /> H iF- V7� <br /> �o <br /> �.�. �.�-. O <br /> W N� __ �O <br /> N12 ��2 I�w <br /> .-. <br /> ___- ~'W V <br /> 1`7� <br /> "Q ____ ~�a �Z <br /> � Q. ____ W <br /> ____ ____ -- . � <br /> N <br /> ---- N¢ <br /> ; � 0 <br /> z <br /> i Z� <br /> i � q <br /> i & <br /> I 1 ' _ _' r� ra <br /> _�{_ 16, e <br /> I <br /> "}'$,��� 4/16/12 <br /> NS MS WS <br /> 7 <br /> I <br />