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� . <br /> 4„� � 6„� I �^� I 35 ?�m�o �� <br /> ' � � �_I '° � �_I �o �0 �� J�� °o t a <br /> � � "'" °� <br /> `'r '`{ �, ' � . _�;� o°n m C �,b_' <br /> 13 30 �°"'0 a`�, � <br /> TYP.HEA� a � o�o Z �+ <br /> MASONRY y MASONRY MASONRY e �m, <br /> &JAMBS � TYP.HEAD& � � TYP.HEAD& � o o S 4 <br /> I OPENING � OPENING OPENING n �o 0 <br /> JAMBS 7� JAMBS e �a`a,m o <br /> c � c't' � <br /> HINGEDEfAIL E � �$ <br /> 2X BUCK — <br /> — ' 1 X buck masonry � <br /> � � �� o <br /> r <br /> w FRAME �� FRAME �� <br /> �� � _ _ �o _ �z �o i <br /> �V O U� � <br /> _ �� 2t OUTSWING • � Z� OUTSWING N� � <br /> � � � 34 v� <br /> � 2X BIJCK — — 1X BUCK — — .�W m L" <br /> � 3� INSWING 3� INSWING 10 <br /> �� � <br /> ///��� � �� � .a <br /> �7 �Q � U <br /> ..t _ y. '_ — � '_ Q �4 p = <br /> `I I I ��O � ul <br /> ` HtNGE DETAIL �`I 6°� STRIKE P[Atf DfTA1L �-I 6"� al a <br /> BUCKANCHORING FRAMEANCHORING FRAMEANCHORING 'm <br /> ,, (2X buck installation) (1X buck installation) SfRIKE PLATE DEfA1L <br /> 1X buck masonry <br /> Y1 <br /> U <br /> ° � 2 <br /> O � <br /> � CONCREIEANCHOR NOTES: N � <br /> � ].Substitufion of equal concrete anchors from a�fferent suppfier may have different edge �Z � � <br />, � disfance and center distance requiremenis. <br /> 2.Concrefe anchor Iocaflons at the camers may be adjusted fo maintain fhe min.edge �� e <br /> o dislance to mortarjoinfs.If concrefe oncharlocafions noted as'MAX.ON CENTER"must be 24 <br /> � adjusted to mainfain fhe min.edge dfstance to mortarjoinfs,addifonal concrefe anchors �Q 24 � i <br /> g may be requfred to ensure the'MAX.ON CEMER"dimensions are noY exceeded. ^ F <br /> 0 3.Conaeteanchortable: 44 w z <br /> � :....:.::...:....:.:..::.::::........:............:::�;;......;,.....:.;...........,....:�:::.:�::��::.�::.-::��:•::•�.�.-::::::::::::::...,.:...:::.:.....::.:-:::�:.�::��:�::�.-�.�.-.::�:�:::.., �� a <br /> S . <br /> ^, ;11AI��[L�11...dNCNCl12•::;; :JNI[�1:: :':;tiYifJL:CLFIA.R;;a.N;CE�70�•.::M1N:<Ci.Ei1RANCE.iOi: �o � <br /> „ ,....;.. � m <br /> � :...._31.'F�......:: SFZ�; :.�FMBEaMENT 1)A',��CiNRX�DG� , �1;i�d��.F.,�T...AN��fQR ; 11 'Z o <br /> .: <br /> � � .........................................................:.:....................................:.................::........................................................ wie 4 10 08 z <br /> ITW 1/4" 1-1/4" 2.1/2" 3" � <br /> � scuE N.T.S. ° <br /> s ELCO 1/4" 1-1/4" 1" 4° HINGEDETAIL SIRIKEPIATEDEIAIL <br /> � 2X buck masonry 2X buck masanry °�'�' A� m <br /> a ITW 3/16" 1•1/4" 2-5/8° 1.1/4° cwc.ar. LFS ¢ <br /> ow�x�xc rn., m <br /> � FL-6993.1 0 <br /> a s�r 5 oF 6 � <br /> 5 <br /> d <br /> t <br />