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� <br /> � • <br /> ° °.n �i <br /> r � ^ i� 'om \e <br /> I 1�`^u'o h�1 z' <br /> � � 2 <br /> 6• �tn a �W <br /> � �. (TYP.)� �� N'� a <br /> • � •°�� • � oRm L�E <br /> '•. � ` �J' � ciw . a <br /> 9 %� ES \� <br /> � � m <br /> r S �oo <br /> ' � m d`a�e � <br /> � •' 2XBUCK F a o � or <br /> TYP. � � �� <br /> y( IX BUCK (`, � � � <br /> � BUCK DIRECTTO o <br /> BUCK E+' MASONRY � <br /> ttP. � <br /> 1 ? <br /> M�fI�NG--- FRAME ----------- i <br /> 3 <br /> o �0 <br /> MASONRY Q OPEN NG � �BUCK 3 '" <br /> i <br /> OPENING K 1XBUCK � m <br /> DIRECTTO �a j � o <br /> C' MASONRY �I � o � � <br /> - nP. 1 `�,' �v� � Y <br /> L � � _ <br /> _� °ol m <br /> a � <br /> p i ••i. � 7(TYP') � <br /> � <br /> � ANCHORS THRU SILL L �%BUCK <br /> � ' <br /> � BIOCK(REM H30J H 1X BUCK <br /> � M DIRECiTO <br /> � MfSONRY N <br /> � � <br /> � <br /> � CONCREfEANCHOR NOTES: � <br /> l.Subsfifution of equal concrete anchors from o di(lerent suppGer may have <br /> 9 diHerent edge dlstance and center d(stance requ'vements. <br /> � 2 Concrete anchor locafioru af the comea may be adjusted fo malnfain <br /> g ihe min.edge d'�stance fo moAarJoinh.IF concrefe onchor IocaHons °z <br /> g noted as MAX.ON CENiER"must be adjusted to matntaln the min.edge n <br /> � d[sfance to morfarJoinfs,ad�Nonal concrete anchors may be required to a � <br /> � ensure fhe MAX.ON CENTER"dimensions are not exceeded. o � <br /> ^ 3.Conaefe anchor table: , <br /> g .::........ . ...... . <br /> _... <br /> r �A1�NQ1Y,;ANi^JIOR;;::..;°:;M�N;-....:;sMtN:;�,j�'A,RANG�:tQ:;;:;!!i+N_::C4�ARA:N�e.�ps,; z ° <br /> �" fi�r� 31Z� �M9EriM�ld1' Ikli(St�NRX`PDG.� �IiJA��JIefMCKQ.B':= w�:10 N T 13 0 <br /> ........ ....... . .. ,.. _.. . ..: . ........ r._. -: <br /> � rtw �l�' �a/� s-ur o�: '�K m <br /> e <br /> � �co t/a• �-i/a� �- r n+K.er. v=5 ; <br /> � oRnwwc Nos � <br /> FL-15780.4 � <br /> 0 <br /> s�¢r 4 ov 5 N <br /> � — 9 <br /> d <br />