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ANCHOR CHART ' <br /> MS-375 MEDIUM STILE OR WS-500 WIDE STILE ENTRANCES WITH FG-3000 FRAMING <br /> +50/-50 PSF DESIGN LOAD <br /> 3' 3' <br /> i 3, 3, <br /> � <br /> 6� i 12' 12' 6� �,_, . _ 6' � <br /> ' � <br /> � <br /> � W <br /> _ _ � <br /> u � <br /> , = w TYPICAL ANCHORS: <br /> `D CONCRETE SUBSTRATE: m <br /> `� ---- <br /> ww <br /> � f 1/4'TAPCON WITH 1 1/4"PENETRATION MANt1ALCOMP <br /> ---- ---- ¢ <br /> � � ---- WITH 2"MIN.EDGE DISTANCE _ <br /> � � 3 <br /> STEEL OR METALSUBSTRATES: Q � <br /> 1!4'TEKS/DRILL FLEX SELF DRILLING SCREWS O F <br /> WITH 3/4'MIN.EDGE DISTANCE � _ <br /> �^ C <br /> .._..__ WOOD STRUCTURE: <br /> L � <br /> :(• 8' #14 WOOD SCREW � � <br /> '�g•�� WITH 1"MIN.EDGE DISTANCE � �� <br /> - 3, � -3i- 3• 3• � � ?a <br /> _ 6, �12_ 12_),6' -- 6. . i�6. � <br /> , <br /> �� <br /> - ----- ----- ------------ --- <br /> _' 1 '__'__'_' " '�" <br /> - i _'' ___ <br /> o io <br /> o , `o NO REINFORCEMENT <br /> c� <br /> m -- ---- � <br /> � <br /> � _= f� --- ---- r�ase �r <br /> � � I N <br /> � o cn� <br /> i` �o <br /> � � �o <br /> x = <br /> �� � N N �v <br /> ..-i W ,..�_ �¢ <br /> 2 <br /> —_—_ —___ w <br /> W ; __-- � L`Z <br /> � ' w <br /> —_—_ —___ .E <br /> ¢ N p <br /> � �a, __—_ N¢ <br /> � I � <br /> N z <br /> ¢ (¢ z v�i <br /> f if <br /> � <br /> —- 8� �ecr ra <br /> 6, _{= �-- <br /> i <br /> �_$:�_. <br /> 4/16/12 <br /> NS MS WS <br /> 8 <br />